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Permit L04-064 - CENDANT CAR GROUP - DESIGN REVIEW
CENDANT CAR GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD L04 -064 To: Michael Aippersbach PO Box 95429 Seattle, WA 98145 -2429 City of Tukwila Department of Community Development Steve Lancaster, Director cc. Mr. Michael J. Laytong Mr. Walter H. Olsen, Jr. Dougherty Family Limited PA Mr. Dixie Hallenberger, P.E Mr. Gary Cowden Mr. Gary Vanderhoff King County Assessor's Office Department of Ecology NOTICE OF DECISION March 28, 2005 This letter serves as a Notice of Decision and is issued pursuant to TMC 18.104.170. At the March 24, 2005 public hearing, the Board of Architectural Review approved the applicant's request to making certain exterior renovations to the existing building at the old Lewis and Clark Theater site. A new building will also be constructed on the site. The application also includes the installation of perimeter landscaping and construction of perimeter fence. The BAR approved the application subject to the following conditions: 1. Full frontage improvements, along S.160` Street, shall be constructed prior to issuance of a Certificate of Occupancy for any building on the site. The proper permits from the City of Seatac must be obtained and the frontage improvements must meet the standards for the City of Seatac. A complete construction permit for the sidewalks must be submitted by SRO or their representative prior to any building permits being issued by the City of Tukwila for the site. The City of Tukwila will not object to the applicant obtaining an agreement with the City of Seatac to defer frontage improvements along S. 160 Street, provided that the signed agreement is presented to the City of Tukwila prior to any building permits being issued. 2. If the areas of the site that are considered outdoor storage are converted to parking at a future date, the property owner shall submit a landscaping plan in conformance with the City landscaping requirements for parking areas. 3. The applicant shall update the development plans to insure that the outdoor fuel tank is appropriately screened from view. Screening may either be a fence, structure, landscaping, or combination thereof. Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 REQUEST: 4. Prior to issuance of any building permits, the applicant shall submit to the City a landscaping plan that will be approved by the Director of DCD. The revised landscaping plan must address the following: a. The plan must reflect the 15 -foot dedication that has been made along S. 160 Street. b. Larger trees must be used along S. 160 Street to provide screening of the car storage area. Deciduous trees planted along S. 160` Street must be at minimum three inches in diameter. Evergreen trees must be at least eight feet in height. c. The blackberries located in the area along the Northeast portion of the property must be totally removed. The landscaping plan must call for the total removal of the blackberries and the landscaping plan must include appropriate plantings to hinder the future growth of blackberries. 5. Irrigation shall be installed in all landscaped areas, except for northern portion of the property where the Douglas Firs are located and where the mature London Plane Trees are located. 6. In the future if any signs are proposed on the site, such signs shall be approved by the Director of DCD provided such signs are in keeping with the approved Design Review application. 7. All ground mechanical equipment shall be screened from view from the public right of way and adjacent properties by the use of landscaping or other measures approved by Planning Staff. 8. If future frontage construction activities along S. 160 Street displace any landscaping approved by this plan, such landscaping shall be replaced within three months after the frontage improvements have been installed PROJECT BACKGROUND FILE NUMBER: L04 - 064 APPLICANT: Cendant Car Rental Group Michael Aippersbach, Applicant's Representative OWNER: SRO Conversion of the existing Lewis and Clark Recreation site into a regional facility for their rental operations. Site work includes the demolition of the existing theater, construction of a new Quick Turnaround Facility, which provides car washing and cleaning of rental cars, import of fill material to level the construction site, construction of a security fence, exterior alterations to the remaining buildings, installation of a security booth, planting of new landscaping material, and construction of frontage improvements along S. 160` Street. LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: Determination of Non - Significance issued March 8, 2005, under file number E04 -018. COMPREHENSIVE PLAN/ ZONING: Regional Commercial (RC) Property owners affected by this decision may request a change in valuation for property tax purposes notwithstanding any program of revaluation. APPEALS The period for administrative appeals is 21 -days, starting from the issuance of this Notice of Decision. The administrative body hearing the appeal is the City Council. All appeal materials shall be submitted to the Department of Community Development. Appeal materials shall contain: 1. The name of the appealing party, 2. The address and phone number of the appealing party, and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to received notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in application of the law in the decision being appealed, the harm suffered or anticipated by the appellant, and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. The public notice sign must be removed from the site by the applicant after the appeal period has expired, unless an appeal is filed with the City. Project materials including the application, any staff reports, and other studies related to the permit(s) are available for inspection at the Tukwila Dept. of Community Development; 6300 Southcenter Blvd.; Suite 100; Tukwila, WA; from Monday through Friday, between 8:30 AM to 5:00 PM. The proje planner is Brandon J. Miles, who may be contacted at (206) 431 -3684 or by email at bmile'.@ i.tukwila.wa.us. 116 Brand . J. Miles Assistant Planner City of Tukwila 15820 Tukwila International Blvd, King County Parcel Numbers, 222304 -9101, 222304 -9015, 222304 -9001, and 222304 -9102 Building Permit Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I, :51,4,c (3(dc- HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other /J-(-c.Q Was mailed to each of the addresses listed on this _ day of a a n the year 2005 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: Project Number: ),--O Mailer's Signature: 4 Person requesting mailing: ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE FICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE K () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DMSION ` ( C. DEPT OF PARKS & REC t K. C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA UBRARY () RENTON UBRARY () KENT LIBRARY ( ) CITY OF SEATTLE UBRARY ( ) OWEST ( ) SEATTLE CITY UGHT () PUGET SOUND ENERGY ( ) HIGHUNE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS () FIRE ( ) POLICE () FINANCE ( ) PLANNING () BUILDING ( ) PARKS & REC. () MAYOR ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE f MUCKLESHOOT INDIAN TRIBE V ULTURAL RESOURCES PROGRAM ISHERIES PROGRAM LDLIFE PROGRAM ( ) SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL CHECKUST: ENVIRONMENTAL REVIEW/SHOREUNE PERMIT MAILINGS FEDERAL AGENCIES WASHINGTON STATE AGENCIES () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY. SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION" ( OFFICE OF ATTORNEY GENERAL • SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA ( ) HEALTH DEPT ( ) PORT OF SEATTLE ( ) KC. DEV & ENVIR SERVICES-SEPA INFO CNTR () KC. TRANSIT DMSION - SEPA OFFICIAL ( ) KC. LAND & WATER RESOURCES ()FOSTER UBRARY () K C PUBLIC UBRARY ( ) HIGHLINE SCHOOL DISTRICT () SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT LYMPIC PIPELINE VAL -VUE SEWER DISTRICT ( ATER DISTRICT #20 WATER DISTRICT #125 () TTY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT ( ENTON PLANNING DEPT CITY OF SEA -TAC (j CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PING PROJ. AMISH INDIAN TRIBE S. AIR POLLUTION CLEAN AGENCY SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER () HIGHLINE TIMES ( ) CI.TUKIMLA.WA.US.VWWV P:WDMINISTRATIVE \FORMS \CNKLIST.DOC a 614d- 7 6 \ \\ P :\ADMINISTRATIVE \FORMS \CHKLIST.DOC Pt v ,:_,IC NOTICE MAILINGS FOR PLMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMI's) Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) Parties of Record Mr. Michael J. Layton Demco Law Firm, P.S 5224 Wilson Ave S, Suite 200 Seattle, WA 98118 Mr. Walter H. Olsen, Jr. 604 W. Meeker St, Suite 101 Kent, WA 98032 Dougherty Family Limited PA 15848 Pacific Hwy S Tukwila, WA 98188 DOUGHTERY FAMILY LIMITED PA PO Box 2324 Renton, WA 98506 Mr. Dixie Hallenberger, P.E. Engineering Technician Supervisor 4800 S. 188th St. SeaTac, WA 98188 -8605 Gary Cowden 4411 S. 176 St Seatac, WA 98188 Gary Vanderhoff 22759 26 Ave S Des Moines, WA 98198 HEARING DATE: NOTIFICATION: FILE NUMBER: APPLICANT: OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: City of Tukwila Department of Community Development Steve Lancaster, Director STAFF REPORT To the Board of Architectural Review Prepared March 3, 2005 March 24, 2005 On November 8, 2004, Notice of Application was posted on the site. A Notice of Application was also sent to property owners and tenants within 500 feet of the subject property. A Notice of Public Hearing was posted on the site on March 10, 2005 and notices were mailed to property owners and tenants within 500 feet of the property. A Notice of Public Hearing was also posted on the site on March 17, 2005 (Attachment A, Certification of Public Notice). L04- 064 - Public Hearing Design Review Cendant Car Group SRO BAR approval for certain exterior renovations to buildings at the old Lewis and Clark Theater site. A new building will also be constructed on the site. The application also includes the installation of perimeter landscaping and construction of a perimeter fence. 15820 Tukwila International Blvd Building Permits Determination of Non - Significance, issued March 8, 2005 Regional Commercial (RC) Regional Commercial (RC) Brandon J. Miles, Assistant Planner Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Staff Report to the BAR L04 -064 Cendant Car Group Page 2 of 14 ATTACHMENTS: A: Certification of Public Notice B: Aerial Photo of Site C: Public Comment Letters C1.1 Michael J. Layton Comment Letter C1.2 Walter H. Olsen Jr. Comment Letter C1.3 City of Seatac Comment Letter D: Determination of Non- Significance E: Applicant's Design Review Narrative F: Applicant's Response to City's comment letter G: Site Plan and Elevations for the project submitted March 17, 2005 H: Color Renderings of Project I: Letter from David Schooler, RE: Frontage Improvements 2 Staff Report to the BAR L04 -064 Cendant Car Group Page 3 of 14 FINDINGS Vicinity/Site Information Project Description Cendant Car Group has submitted a design review application to convert the old Lewis and Clark Recreation site on International Boulevard into their regional maintenance and administration office. The site will service rental vehicles from Seatac and other locations in the Seattle area. The site will not be used to actually rent vehicles to patrons. The applicant has proposed the construction of a Quick Turnaround Facility (QTA) with a car wash to service the rental cars. The applicant will also make certain exterior modifications to the remaining buildings on the site. In order to secure cars on the site from possible vandalism the entire site will be fenced off. Existing Development The site is fully developed with two existing buildings which are connected via a covered walkway. There are approximately 1,000 parking stalls on the site. There is a minimal amount of landscaping on the site. A majority of the site is covered with impervious surface, either building or asphalt. Slopes on the property range from one to five percent. There is a shallow ravine located on the northeast portion of the property. Slopes in this ravine are in excess of 40 percent. The headwaters of Gilliam Creek are located in this ravine. The site is accessed via two access points on International Blvd. and one access point on S. 160 Street. Both of these streets are City of Seatac right of way. The City of Seatac recently finished frontage improvements along International Blvd. There are currently no frontage improvements along S. 160 Street. The previous use of the site was as the Lewis and Clark Recreation site which included a bowling alley and movie theater. The bowling alley ceased operations in 2002, and the theater terminated their lease for the site in January 2004. A church is currently using the theater as an office and place for weekly services. Portions of the parking area are used by Dollar Rent a Car to store rental cars and the adjacent Shuttle Park Two uses portion of the parking area during peak travel periods. There are currently two large billboard type signs on the property. 3 Staff Report to the BAR L04 -064 Cendant Car Group Page 4 of 14 Surrounding Land Uses Surrounding land uses include State Route 518 to the north, a Washington State Patrol facility is located directly to the northwest of the subject property. The Shuttle Park II site is located to the east, on the south side of S. 160 Street are apartments and small scale commercial operations, the site is bordered to the southwest by Dollar Rent a Car and to the west by El Charro Mexican Restaurant and Ace Hardware. The site is also bordered to the west by International Blvd (Attachment B: Aerial Photo of Site). Public Comments As part of the Notice of Application, the City received four - comment letters, which are attached as attachment (Attachment C: Public Comment Letters). One of the comment letters was from the City of Seatac regarding safety and frontage improvements along S. 160` Street, another comment letter was from the Washington State Historical Society regarding the murals located within the theater and bowling alley, two comment letters were regarding a private property dispute between the subject property and the Dougherty Family Trust property where El Charro and Ace Hardware are currently located. The City provided a SEPA comment letter to the applicant on December 9, 2004 and the applicant addressed the City's comment in a submittal on January 13, 2005. The City provided a comment letter on Design Review issues on January 3, 2005 and the applicant submitted revisions and additional information on February 22, 2005. The City issued a Determination of Non - Significance on March 8, 2005 (Attachment D: Determination of Non - Significance). DESIGN REVIEW CRITERIA The property is zoned Regional Commercial (RC) and is located within the Tukwila International Blvd. study area. TMC 18.24.070 design review is required for all new construction activities located within the Tukwila International Blvd study area. Additionally, TMC 18.60.030 (C) (2) requires design review for any exterior repair, reconstruction, cosmetic alterations, or improvements, if the cost of that work exceeds 10 percent of the building's assessed valuation. TMC 18.060.050 (D) requires that all projects located in the Tukwila International Blvd study area be reviewed using the Tukwila International Boulevard Design Manual (TIBDM). Below are all of the sections in the TIBDM followed by a discussion on the project and the TIBDM. Additionally, the applicant has submitted a narrative of the project with a review of the TIBDM as (Attachment E: Applicants Design Review Narrative, Attachment F: Applicant's Response to City's comment letter, Attachment G: Site Plan and Elevations for the project, and Attachment H: Color Renderings). 4 Staff Report to the BAR L04 -064 Cendant Car Group Page 5 of 14 I. Site Design A. Site Design Concept The TIBDM notes that the site design should provide an orderly and easily understood arrangement of buildings, landscaping, and circulation elements that support the functions of the site. The Cendant project will utilize existing buildings at the old Lewis and Clark Recreation site. A Quick Turn Around Facility (QTA) will be constructed to the east of the remaining buildings. Parking and car storage will surround the structures on the property. As part of the project the applicant has proposed to demolish a portion of the existing theater. Since the applicant will be utilizing two existing buildings it is not possible to rearrange the site layout. A significant amount of landscaping will be added along S. 160 Street and the eastern property line. The site will include three pedestrian walkways; one will be located to the west of the main buildings and will connect to the sidewalk along Tukwila International Boulevard (TIB); the second walkway will be located to the south of the maintenance building and will extend to S. 160` Street; the third walkway will connect the QTA facility with the other buildings on the site (See Attachment (H, Sheet A1.1). The two walkways that connect to public sidewalks will be beige in color and will be slightly raised above the grade of the adjacent drive path. Other walkways on the property will be striped with diagonal yellow pavement marking. B. Relationship to Street Front The TIBDM notes that the site design should create a distinct street edge, and minimize parking between structures and the street. One of the primary purposes of the TIBDM is to create a pedestrian friendly environment and to ensure that private development reinforces and augments the public street improvements for pedestrians. The TIBDM and Public Works Standards (TMC 11.12) requires that public sidewalks be constructed along Tukwila International Blvd and along all side streets such as S. 160` Street. With these sidewalks, other frontage improvements (such as landscaping) also must be installed. As noted the applicant will be utilizing existing structures on the property. Thus, it is not possible to have the buildings located directly along the sidewalks along International Blvd or S. 160` Street. The applicant will be constructing one new building, but given the nature of the activities it will perform it does not seem logical to have the building located along a public street. The City of Seatac has recently constructed full frontage improvements along this portion of International Blvd. These frontage improvements include sidewalks, curb and gutter, and 5 Staff Report to the BAR L04 -064 Cendant Car Group Page 6 of 14 landscaping. C. Street Corners Not applicable. D. Continuity of Site with Adjacent Sites As the applicant noted in their design review narrative: There is currently no sidewalk along S. 160` Street. As part of this project the applicant shall construct full frontage improvements along S. 160` Street. Since this portion of S. 160` Street is located in the City of Seatac, the applicant will have to submit for and have approved the design of the frontage improvements by the City of Seatac. The City of Seatac has noted that these improvements will be public, thus once completed the applicant will be required to dedicate the improvements to the City of Seatac. Once completed, the sidewalks along S. 160` Street will help to create a distinct edge between the project site and the public right of way. The timing of these improvements will be discussed in the conditions section of this staff report. The applicant has submitted a letter noting their responsibility to construct frontage improvements (Attachment I: Letter from David Schooler, RE: Frontage Improvements). The applicant will also install ten feet of type one landscaping along International Blvd and S. 160` Street. This will also help to create a distinct edge between the project area and the public right of way. The TIBDM also requires that at least one building entry be oriented towards a public street. The north elevation will have a prominent entrance feature that is visible from International Blvd and from the employee parking lot. The entrance facade will feature a prefabricated metal eyebrow canopy, storefront windows, and a storefront door. The TIBDM seeks to have projects maintain a visual and functional continuity between the proposed development and adjacent and neighboring properties. This can be done through the use of setbacks, building massing, circulation, and landscaping. The proposed project will provide some visual continuity with adjacent properties. The project will combine its landscaping area with the landscaping of the adjacent Shuttle Park II. The exterior renovations of the existing buildings will be harmonious with the surrounding buildings. The project will not have functional continuity with surrounding properties. The applicant will enclose the entire project area with a black chain link fence. The site will be secured and there will be no public access to the property. Early proposals called for the use of barbed wire on top of the perimeter fence. The current plans submitted do not show the use of barbed wire. 6 Staff Report to the BAR L04 -064 Cendant Car Group Page 7 of 14 "There is no functional or circulation continuity between this site and adjacent site[s] as this site is a secured for rental car use. It's site use and function is different and does not relate to the adjacent commercial or residential uses." E. Shared Facilities The TIBDM encourages applicants to utilize shared facilities such as common building walls, shared driveways, landscaping or other shared facilities. The project will combine its perimeter landscaping with the perimeter landscaping of Shuttle Park II. By fencing off the entire property the project will not be able to utilize shared facilities with adjacent projects. The applicant, in their narrative of the design review criteria has noted that this is, "not applicable as this site's use and function is different from adjacent sites ". F. Site Design for Safety As noted, there will be three pedestrian walkways located on the property. Two of the walkways will extend to existing public sidewalks or to a future public sidewalks. These two walkways will be elevated and will be beige in color. The other pedestrian walkways on the site will be typical diagonal yellow pavement marking. Bollards will also be used where pedestrian walkways and drive paths intersect. The employee parking lot, located directly north of the administration building will be clearly visible from the administration building. Lighting will be installed both on the building and in the parking lot to provide additional site security. G. Siting and Screening of Service Areas There are two trash enclosures associated with this project. The trash enclosure at the QTA will be screened from view by the use of split face CMU with a slatted chain -link fence. Another trash enclosure will be located along the south wall of the maintenance building. The applicant will use split face CMU brick and a chain link fence to screen the trash enclosure area. There will be a 12,000 - gallon gas tank located next to the QTA facility. Above ground fuel tanks are not permitted in the RC zoning. However, the Fire Department may grant an exception and allow an above ground fuel tank. The Fire Department will permit the above ground fuel tank if the fuel tank is totally screened from view. This screening requirement was presented to DCD staff during preparation of the staff report and the applicant has not yet submitted a plan to screen the fuel tank from view. In the condition section of this report, staff has added a condition to address the issues raised by the Fire Department. 7 Staff Report to the BAR L04 -064 Cendant Car Group Page 8 of 14 H. Natural Features and Sensitive Areas Since the site is already developed there are no opportunities to incorporate any natural areas into the design of the site. There is a large ravine that contains the headwater of Gilliam Creek located on the property. There is a significant amount of blackberry bushes located within this ravine. The applicant has noted in the February 18, 2005 letter that the blackberries will be removed and new shrubs and trees will be planted to hinder the growth of future blackberry bushes. However, the landscaping plan submitted does not reflect these plantings. Staff has included a condition to address the blackberry bushes in the ravine. I. Stormwater Detention Facilities Water quality for this project is only required for the QTA facility and the new employee parking area. The applicant will utilize a below grade water quality system for the project. J. Pedestrian Circulation As noted pedestrian walkways will be provided on the site. A plaza area will also be located around the administration building. The construction of the perimeter fence around the property will hinder pedestrian movement between adjacent properties. However, the applicant will be constructing a sidewalk along S. 160` Street, which will enhance pedestrian movement. Mass Transit is available along International Blvd., pedestrian access to the bus stops from the site can be accomplished by using the public sidewalks. The applicant has noted that the proposed use of the site is not compatible with allowing pedestrians on the property. K. Pedestrian Amenities The applicant has proposed to locate seating and benches within the covered plaza area between the Administration and Maintenance buildings. Additionally, the applicant will also install bike racks with weather protection. As the applicant has noted in their response to the design review criteria, the site will not be open to the public and there will be no connections with surrounding properties. L. Vehicular Circulation 8 Staff Report to the BAR L04 -064 Cendant Car Group Page 9 of 14 As noted there will be three pedestrian walkways located on the site. Two of the pedestrian walkways will be raised and have a distinct color which separates them from the surrounding drive path. Bollards will also be used where pedestrian walkways and driving path converge. Employee parking has been provided directly north of the administration building, reducing pedestrian and motor vehicle conflicts. Shared driveways will be utilized by the Washington State Patrol facility and the project site. However, there will be no other shared driveways with any of the other surrounding properties. The entire perimeter of the site will be completely fenced to prevent theft of vehicles and parts. K. Parking The City's parking regulations require that 113 parking stalls be provided on the site. The applicant has proposed to provide 121 parking stalls within the facility. Most of the site parking will be located to the north of the administration building. Additional parking will be provided to the west and southwest of the maintenance building. The applicant is not proposing to have any shared parking agreements with any of the surrounding properties. The site will be used as a maintenance facility for rental cars, thus there will be a large number of cars stored on the facility. In fact the car storage area will have a storage capacity of over 900 automobiles. The largest car storage areas are located to the north and south of the QTA facility. Staff has considered this to be outdoor storage and not parking. The significance of this classification is that by considering the use to be outdoor storage it does not require that the applicant meet the landscaping requirements for parking areas. Staff does propose a condition to insure that if the storage area is converted to general parking that the proper landscaping be installed. II. Building Design A. Architectural Concepts The applicant will be utilizing two existing buildings on the old Lewis and Clark site. The applicant has proposed extensive exterior changes which will update the current look of the two buildings. The architectural concept for this site is three fold: have modem buildings with a base, middle and top; have a warm earth tone color and material palette with compatibility to adjacent structures. Each of the three buildings will have a base, middle and top with the horizontal elements emphasized. The three buildings will have similar building materials, accentuated with the same color scheme. The QTA facility is designed to match the current style, scale, proportions, materials and detailing of renovated administration and maintenance buildings. The same materials and color scheme of earth tone colors used on the two existing buildings will also be used on the new QTA building. 9 Staff Report to the BAR L04 -064 Cendant Car Group Page 10 of 14 C. Building Elements, Details, and Materials B. Architectural Relationships Residential apartments are located on the south side of S. 160` Street. The TIBDM requires that the large mass of the south wall of the maintenance building be broken up. The applicant has chosen to install trees at specific areas which will break up the mass of the maintenance building. The mass of the two larger buildings is broken down into components of column/pilasters. Beams are used to bring attention to elevations and to bring out shadow lines to help further break up large wall areas (See Attachment H, Sheet Numbers 3.1, A3.2, A13.1, and A13.2). The applicant will incorporate similar architectural elements on the three buildings on the site. The main element incorporated on the site is the use of texturing. All three buildings will have a solid base, a middle, and a top. The administration and maintenance buildings are currently connected via an entry canopy, which provides weather protection when moving between the two buildings. The applicant has proposed to retain this canopy. The maintenance building will have new metal canopies on the east and west elevations for sun control and on the south for weather protection of car entries in the service bays. A canopy will also be provided at the QTA facility for weather protection of employees at the building. The project will utilize the following materials: split face CMU bricks, painted plaster, painted concrete block, pre - finished metal canopies, anodized aluminum glass storefronts. Lighting will be provided on the exterior of the buildings' walls and stand alone light fixtures will be provided in the parking and storage areas. D. Pedestrian Oriented Features The TIBDM defines a pedestrian- friendly facade as those that feature one or more of the following elements: a. Transparent window area or window displays along at least half the length of the ground floor facade. b. Sculptural, mosaic, or base - relief art work along at least half the length of the ground floor facade. c. At least 500 SF of pedestrian oriented space located along or adjacent to the public or private sidewalks(s), for every 100 linear feet of ground facade that face the public street(s). d. Other measures that meet the intent of the criteria, as approved in conjunction with the overall design review approval. 10 Staff Report to the BAR L04 -064 Cendant Car Group Page 11 of 14 To meet the TIBDM, the applicant will utilize canopies at entrances to provide weather protection at building entries. An entrance feature will also be added to the north wall. This entrance will include a prefabricated metal eyebrow canopy and a storefront window with doors. The applicant will utilize a combination of landscaping and architectural methods to break up the appearance of large blank walls. To break up the size of the north wall of the administration building the applicant will use building modulation with recessed plaster pilaster. Additionally, an entry element will be added which further breaks up the north wall of the administration building. E. Mechanical Equipment A small enclosure will be used at the top of the maintenance building to screen the mechanical equipment from view. The enclosure will be curved at the top to match the shape of the maintenance building. The enclosure is also stepped in plan view and varied to provide visual interest. The location of ground equipment is not known at this time and typically construction needs dictate their location. This equipment must be screened from view by the use of landscaping or other measures. Staff has placed a condition on this project to address the screening of ground equipment. III. Landscape Design A. Landscape Design The current landscaping on the site is non - conforming. Under TMC 18.70.090 (B) the landscaping on the site must be brought up to current standards since the proposed work has triggered design review. The perimeter landscaping requirements in the Regional Commercial zone are as follows: Front -ten feet Sides -ten feet The property shape is irregular giving the property two frontages and no rear property line (Attachment H, Sheet Number L1.0). Along International Blvd, the applicant will install ten feet of Type I landscaping. The purpose of Type I landscaping is to enhance Tukwila's streetscape, provide light visual separation between uses and zoning districts, screen parking areas, and allow views to building entryways and signage (TMC 18.52.030 (A)). Type I landscaping will also be installed along the SRO property and the Dollar Rent a Car property. 11 Staff Report to the BAR L04 -064 Cendant Car Group Page 12 of 14 The applicant will install Type III landscaping along S. 160` Street. Type III landscaping is needed due to the presence of residential units on the south side of S. 160` Street. The purpose of Type III landscaping is to provide extensive visual separation between industrial and residential areas (TMC 18.52.030 (C)). Irrigation will also be installed in all areas where new landscaping is installed. The main purpose of this landscaping area is to screen from view the outdoor storage on the applicant's site. Since the applicant is proposing to use landscaping to provide screening it seems logical that the landscaping provide screening as soon as it is installed instead of waiting five to ten years for the landscaping to mature. In attachment G, the applicant noted that they agree to plant the larger trees. However, the larger trees species are not called out on the plans. The City of Seatac does plan major street improvements along S. 160` Street. The applicant will be dedicating 15 feet of land along S. 160` Street to the City of Seatac. The landscaping plan submitted does not reflect the dedicated area. Type II will be installed along the eastern edge of the property between the Shuttle Park II site. B. Planting Design The applicant has selected tree and shrub species that are native to the Pacific Northwest and that are drought tolerant. Additionally, many of the mature trees on the site will be retained. This includes the large London Plane Trees located along the property's northeast edge. The large Douglas Firs located to the north of the property will also be retained. The applicant will remove all ivy and blackberries on the site. IV. Signs Not applicable, the applicant has not proposed to install any signs. However, the two large existing billboard type signs will be removed. CONCLUSION L Site Design A. The site for the QTA location is appropriate both for functional purposes as well as screening. B. The proposed location of three service areas meets the guidelines of the TIBDM by locating the service areas in areas to minimize any possible negative impacts. The proposed locations allow for adequate screening and the service areas will not impact adjacent properties 12 Staff Report to the BAR L04 -064 Cendant Car Group Page 13 of 14 C. The proposed location of three service areas meets the guidelines of the TIBDM by locating the service areas in areas to minimize any possible negative impacts. The proposed locations allow for adequate screening and the service areas will not impact adjacent properties D. The site plan proposal will prevent pedestrian circulation through the subject lot. However, overall pedestrian circulation will be improved by the construction of frontage improvements along S. 160` Street, which the applicant will be contributing towards. E. The site will have no shared circulation areas or parking with neighboring commercial properties F. Parking on the site is more than adequate for the proposed use. G. The use of barbed wire is not appropriate on International Blvd. II. Building Design A. The exterior renovations on the existing building are keeping with a common them and new QTA facility will be harmonious with the other two buildings on the site. B. The proposed exterior renovations are appropriate in scale and style with surrounding commercial buildings. C. The applicant has adequately screened from view all roof top mechanical equipment. III. Landscape Design A. The plant material selected for the site will be harmonious with the choice of colors for the buildings on the site. B. The added landscaping will significantly improve the urban environment along this portion of International Blvd. RECOMMENDATIONS Staff recommends approval of the Design Review application with the following conditions: 1. Full frontage improvements, along S.160` Street, shall be constructed prior to issuance of a Certificate of Occupancy for any building on the site. The proper permits from the City of Seatac must be obtained and the frontage improvements must meet the standards for the City of Seatac. A complete construction permit for the sidewalks must be submitted by SRO or their representative prior to any building permits being issued by the City of Tukwila for the site. The City of Tukwila will not object to the applicant obtaining an agreement with the City of Seatac to defer frontage improvements along S. 160` Street, provided that the signed agreement is presented to the City of Tukwila prior to any building permits being issued. 2. If the areas of the site that are considered outdoor storage are converted to parking at a future date, the property owner shall submit a landscaping plan in conformance with the City 13 Staff Report to the BAR L04 -064 Cendant Car Group Page 14 of 14 landscaping requirements for parking areas. 3. The applicant shall update the development plans to insure that the outdoor fuel tank is fully screened from view. Screening may either be a fence, structure, landscaping, or combination thereof. 4. Prior to issuance of any building permits, the applicant shall submit to the City a landscaping plan that will be approved by the Director of DCD. The revised landscaping plan must address the following: a. The plan must reflect the 15 -foot dedication that has been made along S. 160` Street. b. Larger trees must be used along S. 160 Street to provide screening of the car storage area. Deciduous trees planted along S. 160 Street must be at minimum three inches in diameter. Evergreen trees must be at least eight feet in height. c. The blackberries located in the ravine area along the Northeast portion of the property must be totally removed. The landscaping plan must call for the total removal of the blackberries and the landscaping plan must include appropriate plantings to hinder the future growth of blackberries. 5. Irrigation shall be installed in all landscaped areas, except for northern portion of the property where the Douglas Firs are located and where the mature London Plane Trees are located. 6. In the future if any signs are proposed on the site, such signs shall be approved by the Director of DCD provided such signs are in keeping with the approved Design Review application. 7. All ground mechanical equipment shall be screened from view from the public right of way and adjacent properties by the use of landscaping or other measures approved by Planning Staff. 8. If future frontage construction activities along S. 160 Street displace any landscaping approved by this plan, such landscaping shall be replaced within three months after the frontage improvements have been installed. 14 CERTIFICATION OF PUBLIC NOTICE I, Brandon Miles, for the City of Tukwila hereby certify that public notice for the Cendant Car Facility L04 -064 and E04 -018 was given as follows: APPLICATION Notice of Application Posted: Posting Locations: Notice of Application Mailed to Mailing List: HEARING Notice of Public Hearing Published: Notice of Public Hearing Posted: Posting Locations: Notice of Public Hearing Mailed to Mailing List: The above is an ac • rate accounting of the public notice provided for the project. Brandon Miles, Ass stant Planner Date: 3f/ November 8, 2005 S. 160 Street and International Blvd November 8, 2005 March 11, 2005 March 17, 2005 S. 160 Street and International Blvd March 10, 2005 STATE OF WASHINGTON) ) ss. County of King ) This is to certify that on Ma rc) l 7 , 2005before the undersigned Notary Public, personally appeared granrinn Miles Planner for the City of Tukwila. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written. ag.A.a. Notary Public 'n and for a State of Washington, residing at: !errfoh My Commission Expires: 6 -16-0 ATTACHMENT A Attachment B COMMENT LETTERS RE: L04 -064 Attachment C JOHN W. DEMCO PHILIP T. MATTERN MELANIE A. LEARY MATTHEW F. DAVIS LARS E. NESTE City of Tukwila Planning Attention: Brandon J. Miles 62300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 DEMCO LAW FIRM, P.S. 5224 WILSON AVENUE SOUTH, SUITE 200 SEATTLE, WASHINGTON 98118 (2o6) 723 -233o — (206) 723 -2332 (FAX) November 19, 2004 Re: SEPA and Design Review Cedant Car Group Proposal — File Number L04064 and E04018 Dear Mr. Miles: BRANDI L. ADAMS CECILIA A. CORDOVA MICHAEL J. LAYTON DAVID C. DANIEL * ALSO ADMITTED IN OREGON R Na 4/0 14- co l/ 9 0041 Our firm represents The Dougherty Family Limited Partnership ( "Dougherty Family"). The Dougherty Family is the owner of 15838 International Blvd., which is directly adjacent to the proposed redevelopment of 15820 International Blvd, Tukwila WA 98188, which is owned by Sterling Realty Organization, Inc. (SRO property"). The Dougherty Family has retained our firm to object to the current redevelopment plan and protect their interest in access across the SRO property. My client's property consists of two commercial buildings which house the El Chorro Restaurant, ACE Hardware store and several other businesses. The property has been in the Dougherty Family for approximately 30 years. During that period of time my clients as well as the lessees of their two buildings, the general public and customers have accessed the Dougherty Family property from South 160 Street via an entrance onto the SRO property which connects to Dougherty Family property. When I visited the site the entrance appeared to be marked as 34 Avenue South. This is also the main access for the redevelopment of the SRO property by Cendant Car Rental Group, Inc. ( "Cendant "). Access to the Dougherty Family property from South 160 has been via a roadway across the SRO property for as long as any of my clients can remember. The roadway is delineated on the attached map. For various reasons, left hand turn lanes have been removed and barriers erected on International Blvd. Now use of the access off of South 160 Street is crucial because of the barriers. Due to the continued use of the access from South 160 Street across the SRO property, the Dougherty Family claims a prescriptive easement over and through that portion of SRO's property as marked on the attached map. Cendant's proposed use of the property includes erecting fences and barriers around the perimeter of the property. This will deny my client, its customers, and suppliers much needed access to their property. Access which they have used for many years unimpeded. Attachment C1.1 November 22, 2004 Page 2 It is our position that the city cannot approve the SEPA or Design application because of my client's claim of ownership of a portion of the SRO property. As a party with an ownership interest in the property upon which the proposed renovation will occur they must approve or join in the application with SRO and Cendant. (See Halvorson v. City of Bellevue 41 Wash. App. 457, 704 P.2 1232(1985). In Halvorson the Washington Court of Appeals determined that the approval of a short plat was invalid because the application was not made by all the property owners. The Court determined that an individual claiming an interest via adverse possession was a property owner who must be included in the application process. Mr. Miles indicated that he does not believe that the law is applicable. Similar to the Halvorson matter, the present application requires a declaration of ownership and an agreement to hold harmless by the owners of the property. My clients were not included. Even if you deem the objection based on a prescriptive easement to be premature at this time it will be quite relevant at the later stages of development of this project and should be addressed now rather than later. My clients would also like to point out that the South 160 Street entrance is designated as 34 Avenue South. It appears a portion of it may be a public right of way or street owned by the City of Seatac or the City of Tukwila. I have not yet been able to determine if this is the case. I make this statement based upon the fact that there are well designated road ways on the property, stop signs and a city street sign designating the entrance as 34 Avenue South. My client also find the type of fencing proposed to be offensive and will make the adjacent area look much like a prison, not a business district. My clients object to the proposed renovation because the proposal will block an easement they have acquired across the SRO property I have had several discussions about my client's position with David Schooler of SRO over that last few days and will continue to attempt to resolve this issue with SRO expeditiously. I would be glad to discuss my client's concerns with the City of Tukwila as well. I also request notice of all actions of any kind in anyway related to the above referenced proposal. MJL:sdh cc: clients z:\doughertyfamilylp\pmperty\I l 11904sdh city of tukwila.doc Very truly yours, Michael k'Layton mlayton@demcolaw. com ICY•1TM11• 7ALAR 11a.T7o TIfAT•1 00 !• ML ••••3110.0•11 PR � r : 1,¢1 lK AT ea erc wog • Wpp� 1 ! el ve r11� O � sue- —1 / OW4.0 01•16. w01.• •• P•K Nan ••> •.• 0&r .am. KIM* 0&w • Mt IRS, • MOVVIons » •Ia._ 1 E t.• 111 00.19 _ ••• MIA l••••• 1 •••af•.•a MAO ..•C•I•• °AEU. WE MK, V •vNM. MONA ?� - \• Vs II ■ / I I \ \� \\ III I I 1— 01 .a•IRW ■•.a SITE PLAN 1110/ANA PM/ I I J I I_ 17— i Mtn . rT 0•1.6 — C MM. 10•400•1 nn �1 .w• aw• 100 •o •• • 0 nap 10..... Mu.. •• , ••• • ,.W. II 1.11111 • � a na_a •10.1 .m• .. a ii 111 01 . r . •• 0/. • .10 0.. Au •∎ tlsuc • Ma_ • •• n1.. forme • n1...•,. .nom / trig ainl PMrtn,{; OAIA 0&.a ....: 1t... II.0 WEEK ra (MU0 tar,c.0 K0NA mnm w A0&• u0&. / Kin • „ u CM ,1 w. WV. • I1../1L• r r • w l .at. n w• , 1.. /w• . . .1 w• � . e i ' N.. • 1 0 1.6•• • L -L .11 In B[ 111f PERKING pa1a Yba 1 1101,; It MVP/ • .M• 0 nal 1 -u °.° ..101.111 o. ..a /r•.. 10.1■1 Ira/11S SITE NOTES • • =:.:w. ...�... e .� i� 1 0.990 SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA o 1= N ••11 • 0 • A1.1 b Io• .• 2045701 WALTER H. OLSEN, JR. * , ATTORNEY AT LAW B. TONY BRANSON, ATTORNEY AT LAW TROY R. NEHRING, ATTORNEY AT LAW •ADMPITED IN WASHINGTON AND OREGON OLSEN LAW FIRM PLLC November 22, 2004 RECEIVED NOV 22 2004 City of Tukwila, Planning DEVVE Attention: Brandon J. Miles 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Re: Public Comment on Cendant Car Group File No. L04 -064 and B04 -18 Dear Mr. Miles: CYNTHIA THOMPSON, PARALEGAL /OFFICE MANAGER DOUG SCHARNHORST, PARALEGAL/CONTROLLER NOREEN M. PETERS, PARALEGAL TERI EDWARDS, ADMINISTRATIVE ASSISTANT In accordance with the City of Tukwila's November 8, 2004 Notice of Application, we are providing this public comment on the Cendant Car Group's ( "Cendant ") proposal for SEPA and design review to convert the Lewis & Clark recreation site into an administrative and maintenance facility for their rental car fleet (File No. L04 -064 and B04 -18). Based upon the information Cendant submitted in its application, we believe the application is inadequate because it fails to acknowledge that the proposal will cut off access to a public roadway easement in the southwest corner of the Cendant property. Cendant should be required to continue to maintain public access to this well known and well traveled public right -of -way. The Cendant application describes a large rental car maintenance administration and quick turnaround facility to be constructed upon the Lewis & Clark recreation site. The application makes no mention of a well used and well known public right of way in the southwest corner of the proposed facility. Attached at Exhibit A is a copy of Cendant's preliminary site plan with the public right -of -way highlighted. This public right -of -way across the Cendant property has been used for decades to access the businesses located along International Boulevard such as the Ace Hardware shop. Now, after decades of this public use, Cendant seeks to close off this vital public right -of -way. Cendant should not be able to close off this public right -of -way. The project and site plan should be reconfigured to allow and preserve this historic public right -of -way. At no place in the SEPA documentation or the application in general does Cendant discuss or address this adverse impact upon traffic and public property rights. We believe this is a Attachment C1.2 M. Brandon J. Miles November 22, 2004 Page -2 significant flaw in the application and SEPA process mandating that the SEPA review and permitting consider and maintain this public roadway as part of the proposed development. We appreciate the opportunity to submit this comment concerning the flaws in the application and SEPA documentation. If you have any questions or require additional information, please contact the undersigned. WHO:nmp Very truly yours, OveA, Walter H. Olsen, Jr. Mayor Frank Hansen Deputy Mayor Terry Anderson Councilmembers Gene Fisher Chris Wythe Ralph Shape Joe Brennan Don DeHan December 10, 2004 Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 Dear Mr. Miles "The Hospitality City" PUBLIC WORKS DEPARTMENT ENGINEERING DMSION Via Mail & eMail RE: Cendant Car Group Applications L04 -064 and E04 -018 DEC 14 20041 COMMUNITY D EVELOPMENT The Engineering Division has reviewed the information provided on Cendant Car Group's proposal to redevelop the Lewis & Clark Recreation Facility. Our comments are as follows: 1. The primary access for the Cendant Facility will be from S.160th Street. However, historically the primary access to the site was International Blvd. The City of SeaTac has concerns that the access on S. 160th Street could create a safety hazard. The City of SeaTac would like to see left hand turn pockets installed on S. 160 St. at the intersection of the driveway, S. 160` St., and 34 d Ave. S. In lieu of turn pockets we would consider restricting turn movements to right in and right out. 2. Install full frontage improvements along the properties frontage with S. 160 St. to consist of but not limited to sidewalks, curbs, gutters, street paving, traffic sib, water mains, drainage facilities, sanitary sewers, all improvements required by any applicable ordinance and all necessary appurtenances. Such off -site improvements (except traffic signalization systems) shall extend the full distance of the real property to be improved upon and which adjoins property dedicated as a public street. . (The underlined info is from language in the SeaTac Municipal Code with references to signalizaton deleted) Please see attached frontage improvement detail attached for your information. 4800 South 188th Street • SeaTac, WA 98188 -8605 City Hall: 206.973.4800 • Fax: 206.973.4809 • TDD: 206.973.4808 • www.ci.seatac.wa.us City Manager Bruce A. Rayburn Assistant City Manager Craig R. Ward City Attorney Mary E. Mirante Bartolo City Clerk Judith L. Cary Attachment C1.3 DI -191 Cendant Car Group Page 2 of 2 3. The connection to S. 160 St. is to be reconstructed as a driveway cut through a sidewalk per WSDOT /APWA Standard Plan # P.4. Sinc Dixie allenberger Engineering Technician Supervisor cc: DI -191 vrftivi City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 File Number: E04 -018 Applied: 09/27/2004 Issue Date: 03/08/2005 Status: APPROVED Applicant: CENDANT CAR RENTAL GROUP DETERMINATION OF NON - SIGNIFICANCE (DNS) Lead Agency: City of Tukwila Description of Proposal: The City has received a development application from Cendant Car Group to convert the existing Lewis and Clark Recreation site into a regional facility for their rental operations. Site work includes the demolition of the existing theater, construction of a new Quick Turnaround Facility (QTA), import of fill material to level off of the construction site, construction of a security fence, installation of a security booth, planting of new landscaping material, and construction of full frontage improvements along S. 160th Street. Location of Proposal: Address: 15820 TUKWILA INTERNATIONAL BL TUKW Parcel Number: 2223049001 Section/Township /Range: SW 14 section 22, Township 23N, Range 4E. The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by The lead agency will not act on this proposal for 14 days from the date below. Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 31az�os. 31 ?los Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) ATTACHMENT D doc: DNS E04 -018 Printed: 03 -04 -2005 • Design Review Application Cesant Car Rental Group, Inc. City of Tukwila 9/27/04 DESIGN REVIEW APPLICATION ATTACHMENT A I. PROJECT /PROPOSAL BACKGROUND 1. Applicant: Cendant Car Rental Group, Inc. 2. Address: 15820 Tukwila International Boulevard Tax parcels: (1) 222304 - 9101 -02 (3) 222304 - 9001 -03 (2) 222304 - 9015 -07 (4) 222304 - 9102 -01 Quarter SW 1 /4 of SW 14, section 22, township 23N, range 4E., W.M. Legal Description: See attached "Record of Survey" for Sterling Realty Organization dated 4/12/04 produced by Triad Associates, job #04 -077 3. Contact: Tenant/Development Coordinator: Karl Westerman Cendant Car Rental Group , Inc. 3937 S. 26 St., DFW Airport Dallas, TX 75261 Phone: (972) 453 -4062 Email: karl.westermann @cendant.com Architect: Chandler Eason Blunk Demattei Associates 1555 Bayshore Highway #300 Burlingame, CA 94025 Phone: (650) 692 -9911 Email: ceason3 Property Owner: Michael Lancaster Property /Construction Manager Sterling Realty Organization 600 106th Ave N.E. P.O. Box 91723 Bellevue, WA 98009 -1723 Phone: (425) 455 -8151 Email: mikel@SterlingRealty.com Property Owner's Representative Michael Aippersbach PO Box 95429 Seattle WA 98145 -2429 Phone: 523 -3764 Fax: 524 -0337 E -mail: aipp @prodigy.net Page 1 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Attachment E f Design Review Application "' Cnti'ant Car Rental Group, Inc. City of Tukwila 9/27/04 4. Property Owner: Sterling Realty Organization (SRO) - Signed Declaration attached. The applicant, Cendant Car Rental Group, Inc., will lease the site from SRO and operate the rental car service center facility. 5. Comprehensive Plan Designation: Regional Commercial (RC) 6. Zoning Designation: Regional Commercial (RC) 7. General Description of Surrounding Land Uses: North: State Route # 518 is located immediately to the north of proposed site. In this vicinity, the width of the right -of -way is approximately 400 feet. To the north of SR # 518 are more commercial uses along Tukwila International Boulevard (TIB) (Pacific Highway south). To the north of SR 518 is a strip of land between S. 154th street on the north and SR 518 right of way on the south. The strip is composed of a mixture of vacant land and large apartment complexes. South: The Fellowship Bible Church of Riverton Heights is located to the south adjoining the southern portion of the proposed site and the new configuration of S. 158th Street. To the south of the Fellowship Bible Church of Riverton Heights is the corporate limit of Tukwila, which adjoins the City of SeaTac (south side of S. 160th Street). Within the City of SeaTac, commercial development (a restaurant -- Taco Time) exists at the southeast corner of Tukwila International Boulevard South and S. 160th Street. The remaining area to the east along the south side of S. 160th Street is designated as high- density multifamily (Evergreen Heights condominiums, Birchwood apartments, Sutton Suites, Julliene Apartments, Innsbruck apartments with some existing duplex and single family development). West: Part of this site borders Tukwila International Boulevard. Adjoining the west side of the proposed site is commercial development along the east side of Tukwila International Boulevard that includes Dollar- Rent -a -Car, an Ace hardware store, the restaurant El Charro and a Washington State Police facility within the city limits of Tukwila. Additional commercial development on the west side of Tukwila International Boulevard includes Bai Tong (Thai restaurant) immediately at the northwest corner S 160th Street and Tukwila International Blvd. To the north is an East Indian specialty grocery store (India Place), Seattle Auto Exchange, Subway, Enterprise Rentals and Shuttle Park (off - airport parking facility). On the southwest corner of S. 160th Street and International Blvd. is Atomic Video. The western boundary of the corporate limits of the City of Tukwila is the east right -of -way line of International Boulevard South. There is also commercial development on the west side of International Boulevard South, which is within the corporate limits of the City of SeaTac. East: Adjoining the east side of the proposed site is Quik -Park, an airport short/long term paid parking facility. Further to the east is Condominium development (Laurel Estates) and multifamily development (Sunnydale Apartments - 72 units) immediately adjoin the eastern edge of the proposed site. Also to the east of the site is a church, Riverton Heights Presbyterian. Page 2 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila Page 10 L,ldant Car Rental Group, Inc. 9/27/04 6. Consistency , th adopted plans d regulations (T v 18.100.030 a. D - onstrate the man - r in which the p • • osal is consist - t with, carries ut and helps im,• -ment applicable state laws and the regulations policies, objectiv: and goals of the ity of Tukwila C i mprehensive PI the City of T wila's Developm= t Regulations a ' d other official ws, policies and • bjectives of the y of Tukwila. This pr•ject will meet applicable stat-- laws and the regulations, polici- -, objectives and •oats of the City • Tukwila. Se- attached plans subm tted for this appl ation. CRITERIA FOR BAR REVIEW OF DEVELOPMENTS IN THE TUKWILA INTERNATIONAL BOULEVARD CORRIDOR (TMC 18.60.030 and 18.60.060(C). Applies to all developments in the Tukwila International Boulevard Corridor 1. Site Design a. Site Design Concept 1. Organize site design elements to provide an orderly and easily understood arrangement of building, landscaping, and circulation elements that support the functions of the site. The buildings, their entries, landscaping and site circulation has been located and organized per their respective site functions and provide an organized functional site The site has been designed with the main site entry along S. 160 Street to allow for queuing of vehicles. Existing landscaping on all sides of the site entry has been retained and supplemented with additional landscaping. The proposed new landscaping at the employee parking lot on the north side of the administration building will supplement the existing landscaping between the existing building and the landscaping along the street frontage. Site fencing has been placed on the interior side of the landscaping so that the landscaping provides a street edge. b. Relationship to Street Front 1. Organize site design elements to create a distinct street edge, and minimize parking between structures and street. The new site perimeter fencing has been located at the interior part of the perimeter site landscaping so that the landscaping and fencing provide a distinct street edge along S. 160 Street and Tukwila International Boulevard. Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application • City of Tukwila Page 11 S IPL-ndant Car Rental Group, Inc. 9/27/04 2. Orient at least one building entry to a major public street. The Administration and Maintenance Buildings are orientated towards Tukwila International Boulevard with their main employee entrances and parking areas located off Tukwila International Boulevard. c. Street Corners 1. Emphasize the importance of street corners through building location, the provision of pedestrian access, special site features and /or landscape features. Not applicable. This site does not have a street corner. d. Continuity of Site with Adjacent Sites 1. Maintain visual and functional continuity between the proposed development and adjacent and neighboring properties through setbacks, building massing, circulation and landscaping, where appropriate. Visual continuity between the proposed commercial development and the adjacent commercial and residential sites is provided by a harmony of colors and materials used in the building improvements for the Administration and Maintenance Facilities and new QTA building. Building massing for these proposed buildings is one story and matches the scale and massing of these adjacent properties. Building are set in the middle of the site so that buildings are set back from other buildings. Landscaping at the perimeter of the site will be harmonious with adjacent sites and blend in with the existing landscaping. There is no functional or circulation continuity between this site and adjacent site as this site is secured for rental car use. It's site use and function is different and does not relate to the adjacent commercial and residential use. e. Shared Facilities 1. Incorporate opportunities for joint development of sites where there is potential for common building walls, shared driveways, landscaping, or other shared facilities Not applicable as this site's use and function is different from adjacent sites. Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application -' i2..Wdant Car Rental Group, Inc. City of Tukwila 9/27/04 f. Site Design for Safety 1. Minimize conflicts between drivers and pedestrians through the siting of structures, location of circulation elements, landscape design, and placement of signs. Striped pedestrian walkways from Tukwila International Boulevard and S. 160 Street to Administration and Maintenance buildings are added to further define the pedestrian path to these buildings. The Administration and Maintenance Buildings also has a covered walkway between them that does not allow vehicular circulation so those pedestrians can flow freely between these buildings. Car shuttlers will primarily access the QTA building by car, so that pedestrian access to this building from the Administration and maintenance facilities is minimized. A striped pedestrian walkway from the Administration and Maintenance buildings to the QTA is provided for any potential pedestrian use. 2. Design and site structures to maximize site surveillance opportunities from buildings and public streets. Buildings are located at the middle of the site so that site surveillance opportunities of these buildings and street entries to the site from these buildings is maximized. 3. Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public areas. Adequate lighting for pedestrians, building entries and parking areas, shown on the attached site lighting plan, will be provided throughout the site and perimeter of buildings in all pedestrian areas for security of employees and cars. 4. Design landscaping so that long term growth will not interfere with site lighting and surveillance. Landscaping will be designed so that long -term growth will not interfere with site or building lighting and surveillance. 5. Use durable, high quality materials in site furnishings and features for ease of maintenance. Exteriors of buildings are finished with concrete block and painted concrete and plaster finished walls that are durable, high quality and easy to maintain. Page 12 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650 - 692 -0181 Design Review Application btiidant Car Rental Group, Inc. City of Tukwila 9/27/04 9. Siting and Screening of Service Areas 1. Minimize the visual and aural impacts of service areas such as loading docks, trash and recycling collection points, utility maintenance areas, etc., through site design, landscaping and screening. Trash areas are screened from view with chain link gates/ wood slats and concrete masonry walls. Trash area at QTA is screened from S. 160 Street by the QTA building and canopy. Existing building to the south of the maintenance facility screens trash area at Maintenance building. h. Natural Features and Sensitive Areas 1. Preserve natural features such as existing topography, significant trees or wooded areas, wetlands and /or watercourses and incorporate them into the overall site, where appropriate. The existing site has existing paving and topography that will be reused for this project. The topography will be slightly modified around the new QTA facility so that water will flow around, not into, this structure. This site does not have significant trees, wooded areas, wetlands or watercourses. 2. Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. Not applicable. This site does not have hillsides. 3. Employ site design techniques that take advantage of and /or enhance visual focal points along the corridor, where feasible. Buildings are located at the middle of the site to take advantage of view corridors from this site to the adjacent roadways. Page 13 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 (i dant Car Rental Group, Inc. Design Review Application City of Tukwila 9/27/04 i. Surface Stormwater Detention Facilities 1. Integrate water quality treatment techniques such as biofiltration swales and ponds with overall site design, where possible and appropriate. 1 Biofiltration swales and ponds are not applicable to this site based on its current site water drainage system. The existing site drainage system will be retained as existing. The headwaters to Gilliam Creek begin in a shallow ravine located on the undeveloped easterly side of the site. Discharge to Gilliam Creek from this site is via a 36 -inch diameter pipe that traverses the southerly portion of the site. Areas off -site to the west drain through this system. Existing site drainage currently ties into this piped system prior to discharge to Gilliam Creek. Pedestrian Circulation 1. Provide paved pedestrian walkways that connect all buildings and entries of buildings within a site. See f.1 above. 2. Provide a paved pedestrian walkway from the public sidewalk(s) to the main entry of developments; where a development fronts two streets, access must be provided from both streets. See f.1 above. 3. Provide pedestrian connections from the on -site pedestrian network to walkways on adjacent properties and to other off -site destinations, where feasible. A man gate is provided from this site on the west side to El Charro Restaurant. Other uses do not apply, as their function is not compatible with rental car uses. 4. Support pedestrian movement between properties and from private property to public rights -of -way by providing facilities that traverse natural or man -made barriers, where appropriate. See j.3 above. Page 14 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Applicationidant Car Rental Group, Inc. City of Tukwila 9/27/04 5. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. Pedestrian walkways are provided from the Administration and Maintenance buildings to Tukwila International Boulevard and S. 160 Street. Other uses will not have continuing pedestrian walkways, as their function is not compatible with rental car uses. k. Pedestrian Amenities 1. Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible. Pedestrian amenities will consist of seating and benches in the covered plaza area between the Administration and Maintenance buildings, bike racks with weather protection, pedestrian striped crosswalks for adjacent building access and security lighting around these buildings. This site is a secured car rental maintenance and service site. No through traffic of pedestrians will be allowed so that car security can be maintained and theft of cars or car parts can be minimized. This site is a car service center site that will primarily be used by car shuttlers in cars. Other adjacent property uses will not have continuing pedestrian walkways with this project, as their function is not compatible with rental car uses. I. Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. See f.1 above. 2. Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is efficient; and /or taking advantage of opportunities for shared driveways. Vehicular circulation on site is designed to be efficient to the functional needs of the rental car service center site. There will be no shared driveways with existing adjacent property functions as their functions are not compatible with rental car uses (with the exception of the potential future Washington State Police facility located in the southeast part of this site). Fenced area of site shall be fully secured so that cars or car parts are not stolen. Page 15 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila Cendant Car Rental Group, Inc. 9/27/04 5. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. Pedestrian walkways are provided from the Administration and Maintenance buildings to Tukwila International Boulevard and S. 160 Street. Other uses will not have continuing pedestrian walkways, as their function is not compatible with rental car uses. k. Pedestrian Amenities 1. Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible. Pedestrian amenities will consist of seating and benches in the covered plaza area between the Administration and Maintenance buildings, bike racks with weather protection, pedestrian striped crosswalks for adjacent building access and security lighting around these buildings. This site is a secured car rental maintenance and service site. No through traffic of pedestrians will be allowed so that car security can be maintained and theft of cars or car parts can be minimized. This site is a car service center site that will primarily be used by car shuttlers in cars. Other adjacent property uses will not have continuing pedestrian walkways with this project, as their function is not compatible with rental car uses. I. Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. See f.1 above. 2. Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is efficient; and /or taking advantage of opportunities for shared driveways. Vehicular circulation on site is designed to be efficient to the functional needs of the rental car service center site. There will be no shared driveways with existing adjacent property functions as their functions are not compatible with rental car uses (with the exception of the potential future Washington State Police facility located in the southeast part of this site). Fenced area of site shall be fully secured so that cars or car parts are not stolen. Page 15 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 • Design Review Application City of Tukwila 2. Building Design Page 16 Cendant Car Rental Group, Inc. 9/27/04 m. Parking 1. Minimize the amount of space devoted to parking by taking advantage of shared parking and /or methods for reducing parking demand, where possible. Not applicable as this site is a rental car site with open parts of the site used for rental car parking storage. a. Architectural Concepts 1. Develop an architectural concept for structure(s) on the site that conveys a cohesive and consistent thematic or stylistic statement, and is responsive to the functional characteristics of the development. The architectural concept for this site is three fold: have modern buildings with a base, middle and top; have a warm earth tone color and material palette and compatibility of adjacent structures scale. Each of the three buildings will have a base, middle and top with the horizontal elements emphasized. These three buildings will have the similar building materials, which is accentuated with the same color scheme. See 2.a.2. These buildings will also be scaled to be compatible with and are set back in distance to adjacent structures on other properties. 2. Ensure that development on sites with more than one structure employ similar or complementary architectural styles and /or are related in scale, form, color, and use of materials and /or detailing. The new QTA facility is designed to match the current style, scale, proportions, materials and detailing of the existing theater concessions and bowling alley buildings used for the Administration and Maintenance buildings respectively. The same materials (concrete block, concrete wall, plaster, metal fascia and canopies, aluminum glass storefront doors and windows) and color scheme of earth tone colors used on the two existing buildings will also be used for the new QTA building. The new QTA building will be complementary to the existing building' style, color, material finishes and scale. Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application Cendant Car Rental Group, Inc. City of Tukwila 9/27/04 b. Architectural Relationships 1. Provide for visual and functional continuity between the proposed development and adjacent and neighboring structures when these structures demonstrate an appropriate level of architectural quality. Buildings are centered in the middle of the site to leave vehicular circulation and car shuttling functions at the perimeter of the site. These building provide a visual continuity in using similar building materials and colors found in the existing neighborhood. 3. Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and located adjacent to residential districts. Not applicable as .site is located in Regional Commercial district. This project consists of small scale one -story buildings. c. Building Elements, Details, and Materials 1. Provide distinctive building corners at street intersections through the use of special architectural elements and detailing, and pedestrian - oriented features where possible (see definition of pedestrian friendly facade). Not applicable as project is not located on a street corner. 2. Relate the design and scale of building elements and details to the building's overall form and massing. The design and scale of building elements use the same building materials and color palette in a similar form and detailing. Building massing is broken down into components of column/pilasters and beams and reveals and shadow lines further break up walls. Use of different colors to further emphasize building panels is also used to reduce the overall building massing. Metal canopies are set in front of buildings to create an open foreground to a solid building. The Maintenance and QTA building's mass is also reduced by clustering smaller buildings and activities around the main building. Page 17 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650 - 692 -0181 Design Review Application ' ndant Car Rental Group, Inc. City of Tukwila 9/27/04 3. Employ architectural details that are appropriate to the architectural character of the building. Architectural details for the doors, windows, metal canopies and building walls will be similar throughout the project and are appropriate to the overall architectural character of these buildings. See 2.c.2. 4. Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. Durable, high quality and easily maintainable building materials of painted plaster, painted concrete block, pre - finished metal canopies and soffits, anodized aluminum glass storefronts, painted metal doors and painted glu - lam beams will be used so that this development will have a high quality finish and appearance for the life of this project and can be easily maintained. 5. Integrate the design and placement of exterior lighting with the architectural design and materials. Exterior lights will be located with the building's exterior design and materials taken into effect, so that lighting design is integrated with the overall building design. d. Pedestrian - Oriented Features 1. Provide pedestrian - friendly facades (see Definitions) on the ground floor of all buildings that face public streets and entry facades that face parking areas. The Administration and Maintenance entry canopy will have a pedestrian friendly facade with warm earth tones to welcome employees to these buildings. 2. Provide special treatment for large blank walls (see Definitions) that are visible from pedestrian walkways and parking areas. Large blank walls are broken down into smaller components with changes in materials from plaster /concrete block to metal fascia and canopies. These walls will also have pilasters and small offsets /shadowlines in these walls, especially at corners and panel changes. Color is also used to provide variety in wall finish and appearance. Page 18 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application ''" ndant Car Rental Group, Inc. City of Tukwila 9/27/04 3. Enhance building entries through the use of weather protection, landscaping, pedestrian amenities and /or distinctive architectural features. The existing Administration and Maintenance buildings have an entry canopy that will remain for weather protection and a distinctive architectural feature. The Maintenance building will have new metal canopies on the east and west elevations for sun control and on the south for weather protection of car entries into the Maintenance bays. The QTA building will have a gas island canopy for weather protection of Cendant's employees during the car refueling process. These new canopies will also act as distinctive architectural features to add an open foreground to these solid buildings. The Administration and Maintenance buildings will also have separate striped pedestrian walkways from Tukwila International Boulevard and S. 160 Street. Perimeter landscaping around the site and interior landscape islands are also provided to further enhance the site. e. Mechanical Equipment 1. Locate and /or screen roof - mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. The Administration building will have air conditioning compressors mounted either in the existing mechanical room or on the roof of this building. If these compressors are mounted on the roof, they will be screened from view by the existing parapet wall so that they will not be seen from eye level. The compressors and exhaust equipment for the Maintenance facility will be housed inside a mechanical equipment enclosure at the peak of the roof as shown on the elevations. The mechanical equipment for the QTA will be mounted inside the building or on the roof. If mounted on the roof, the perimeter parapet wall will hide this equipment from pedestrian eye level and the parapet wall will be taller than this equipment. 2. Locate and /or screen utility meters and other ground level utility equipment to minimize visibility from the street. Utility meters and other ground level utility equipment will be located to minimize visibility from the adjacent streets. Page 19 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila 3. Landscape Design a. Landscape Design 1. Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. The public frontage design will take advantage of the existing bed layout and trees of the existing theater and bowling alley building entry. These elements will be incorporated into a simple but bold landscape entry design scaled to the boulevard and buildings. The space available will allow for a 'non- traditional' entry. Plant material will build on the recently planted boulevard edge. 2. Develop a landscape design concept that reinforces site design and fulfills the functional requirements of the development, including screening and buffering. The new landscape plan provides for landscaping screening of the new parking area parallel with the boulevard, which effectively screens the parking lot depth. Existing parking lot trees will be retained where possible, pending immediate scale. Existing landscape buffers will be upgraded to meet current Tukwila code. Site and building entries will be clearly defined, as well as the delineation of public- secure space. 3. Ensure that the landscape design reinforces and complements plantings in the public right -of -way. Plant material will be thoughtfully considered and will incorporate the selected boulevard species into the design. Drought tolerance and appearance of planting will also be carefully considered. b. Planting Design 1. Select plant materials that reinforce the landscape design concept, and are appropriate to their location in terms of hardiness, maintenance needs, and growth characteristics. Proposed plant material will 'lean' towards the drought tolerant species. Existing trees have been considered in the new design of landscape site plan. Page 20 endant Car Rental Group, Inc. 9/27/04 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Applicationendant Car Rental Group, Inc. City of Tukwila 9/27/04 2. Incorporate existing significant trees, wooded areas, and /or vegetation in the planting plan where they contribute to overall landscape design. Existing buffer areas will retain existing trees, and additional shrubs and groundcovers added to supplement existing planters. All newly planted buffer areas will be laid out per Tukwila Code. New plantings will complement existing, recently planted buffers. 4. Signs a. Signage Concept 1. Provide signage that is integrated with the architectural concept in scale, detailing, use of color, materials, and placement. Not applicable as no signs will be provided with this project. b. Sign Placement 1. Provide signage that is oriented to both pedestrians and motorists in design and placement. Not applicable as no signs will be provided with this project. 2. Provide adequate directional signage on site and building identification numbers that are legible from the street(s). Not applicable as no signs will be provided with this project. 3. Integrate freestanding signs with the landscaping. Not applicable as no signs will be provided with this project. c. Sign Design 1. Consider both day- and night -time viewing in the design, placement, and lighting of signage. Not applicable as no signs will be provided with this project. 2. Provide durable, high quality materials and finishes for signage. Not applicable as no signs will be provided with this project. Page 21 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila 'ndant Car Rental Group, Inc. 9/27/04 III. RESPONSES TO APPLICABLE DESIGN REVIEW POLICIES A. All Commercial Areas: Goal: "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are uncongested with smooth - flowing traffic patterns, are well- maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses" (Goal 1.7). 1. The design includes consideration of features that reflect characteristics of Tukwila's history (1.2.4). These buildings will be pedestrian friendly, are designed with pride and will be constructed by quality workmanship by a local general contractor. This project will have buildings that are safe and secure with adequate building perimeter and site lighting. This project will have functional pedestrian and vehicular. circulation patterns around these buildings that are safe and continuous with smooth and efficient traffic flows. Landscaping is provided around the perimeter of the site for a street edge and at interior parking islands to break up the site and parking areas. This project is harmonious to the existing neighborhood in design, scale, materials and colors. The design for the proposed use does not include any distinct features, which clearly reflect characteristics of Tukwila's history, other than perhaps the bowed glu -lam beams at the existing bowling alley. 2. Fencing and landscape buffers are provided between commercial and residential uses (1.7.4). Buffering in the form of landscaping and other features and perimeter security fencing have been provided along the street frontage at S. 160 Street. An 8 -foot high fence, protected by an interior steel guardrail is proposed for the entire site. Page 22 Prepared by Slunk Demattei Associates 1555 Bayshore Hwy., 4300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application •■••' City of Tukwila Page 23 ndant Car Rental Group, Inc. 9/27/04 3. The development provides adequate parking and lighting (1.7.3). Adequate parking for Cendant employees and vendors will be provided with access through an existing curb cut along Tukwila International Boulevard. See parking calculations on site plan, sheet A1.1. The proposed lighting for the parking area will be controlled through cut -off shades on the specific fixtures to prohibit light and glare spilling to adjacent property. These site lights will be sufficient for security purposes. The proposed use is not seen as an intrusion on the neighborhood, but as a complimentary use given their exposure. Proposed lighting for the parking areas will use existing light standards that are 30 feet in height. Parking to comply with ADA standards will consist of four handicap stalls located adjacent to the administration building. There is lighting underneath the gas island canopy and the entrances to all habitable buildings (administration and maintenance buildings) are illuminated. The proposed parking lot lighting will be sufficient for any employee pedestrian access from the parking area to the office or maintenance facility entrances. 4. Where open spaces and trails are included in the development, they are designed not to interfere with the reasonable use of adjacent private property (1.10.11), and they designed and constructed in a manner that is safe for all users and adjacent property owners (1.11.7). Because of the security issue no connecting trails are proposed for the project. 5. In areas of concentrated commercial and retail activity, the development is connected by pedestrian facilities to the City's trail network, where feasible (1.11.4). See response to item # 4. The commercial development is not concentrated and bears little connection with the adjoining commercial uses. Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650 - 692 -0181 Design Review Application �' 41i ..ndant Car Rental Group, Inc. City of Tukwila 9/27/04 B. TUKWILA URBAN CENTER (TUC) ZONE Goal 10.2 "Encourage and allow a central focus for the Tukwila Urban Center, with natural and built environments that are attractive, functional, and distinctive, and supports a range of mixed uses promoting business, shopping, recreation, entertainment, and mixed use residential opportunities:" 1. Wherever possible, the development provides an interior vehicular connection between adjacent parking areas (10.2.4). This project has continuous vehicular circulation aisles around the buildings so that all areas of the site are connected with continuous vehicular drive aisles. These drive aisles are also used for fire truck access and are shown dashed on the site plan, sheet A1.1. Connection to adjacent site circulation is not applicable, as this is a secured rental car site. 2. Where adjacent to a park, the development responds to or enhances the open space network and public amenities (e.g. by providing connections to open spaces (10.2.9). Not applicable as this site is not adjacent to a park. 3. The development should be designed with an appropriate scale and proportion; pedestrian - oriented features and streetfront activity areas, such as ground floor windows, modulated facades, rich details in materials and signage; quality landscaping; an appropriate relationship to adjacent sites; an overall building quality; and with sensitivity to important features such as Green River and Tukwila Pond (10.2.7). Pedestrian - oriented features of pedestrian crosswalks and access paths from S. 160th Street and Tukwila International Boulevard, building and site security lighting and bench areas at the Plaza will be provided with this project. Landscaping will not act as a pedestrian or vehicular visual barrier for pedestrian safety. The plaza will also be used as a pedestrian weather protected area for building employees to access the Administration and maintenance facilities. Page 24 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application ' City of Tukwila 4. Parking areas should be designed with appropriate screening, landscaping and corner site /parking relationships (10.2.6) Parking areas are surrounded with perimeter landscaping for appropriate screening and have additional interior landscaped islands to break up the parking areas. Corners of parking areas also are landscaped to further screen the cars. See landscape plan. 5. The development should achieve a high- quality design; contribute to the creation of hospitable pedestrian environments through site design techniques, such as integration of architectural /site design/landscape elements and co- existence of auto /transit/pedestrian traffic; should be designed to maximize pedestrian safety and convenience; and should incorporate physical and natural elements that enhance the area's overall aesthetic, including street orientation (10.2.3). See III.A.1, 2 and 3 and III.B.3. 6. The development should generally support existing plans, policies and programs designed to improve open space and other public amenities in the Tukwila Urban Center (e.g. projects adjacent to parks recognize and complement open spaces; open spaces are oriented with access to sunlight and are designed to promote security and visibility). (10.2.9). This development will support existing plans, policies and programs designed to improve open spaces by orientating existing and new buildings with access to sunlight and to not infringe on adjacent property owner's access to sunlight. The large expanse of space around the buildings will have great access to sunlight and view corridors. This project is not adjacent to a park and this park section is therefore not applicable to this project. Page 25 cndant Car Rental Group, Inc. 9/27/04 Prepared by Slunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650 - 692 -0181 Design Review Application ridant Car Rental Group, Inc. City of Tukwila 9/27/04 C. General Transportation Corridors: Goal 1.8: "A more' attractive form of commercial development along major streets in the community, in which buildings and plantings are prominent and oriented to pedestrians, transit, and automobiles" (Goal 1.8). NOTE: Although the development is part of the SRO ownership, the proposed project is oriented to S. 160th Street and not International Boulevard South. In addition, the City's design policies have been written for a more conventional development consisting of principally building(s) with supportive facilities such as parking and other related facilities. In the proposed development, parking is the principal use with the building playing a supportive role for the primary use - parking. 1. The development provides through -block pedestrian connections (1.8.5). The project as proposed provides pedestrian connections from the existing buildings to Tukwila International Boulevard and S. 160 Street. Through block pedestrian connections will not be provided as this is a secured site. Additional pedestrian circulation from the public, other than Cendant's staff, may promote car or car part theft on this site and therefore will not be allowed. 2. Building facades provide pedestrian weather protection, see - through glass and distinctive rooflines. On minor facades adjacent to secondary streets or pedestrian paths, the development incorporates interesting and pedestrian- friendly features (1.8.7). See 2.a.1, 2; 2.d.3, 2.c.2, III.A.1, 2 and 3; and III.B.3. The site is entirely fenced and monitored for security reasons. It is not a "public site" in the sense that there would potentially be pedestrians crossing the project site to get to another building or use in the vicinity. The only users of the site are those who are Cendant's employees that have driven to the site. This is not a public site that allows pedestrians to transverse this site, as it is a secured site. Operationally, the Cendant employee arrives at the site and is directed where to park and is picked up (at their vehicle) by an available shuttle van and transported along with other employees to an off -site facility. 3. Within commercial areas, the development provides pedestrian pathways between sidewalks and building entrances, and between adjacent properties and buildings, thereby ensuring that parking lots are not barriers to pedestrians (8.1.2). See item f.1. 4. Parking areas include landscaped interior areas as well as perimeter landscape strips (8.1.4). The parking areas include both interior and perimeter landscaping. See landscape plan. Page 26 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application' pendant Car Rental Group, Inc. City of Tukwila 9/27/04 5. Mechanical equipment and trash /recycling areas are incorporated into the overall design and screened from view; roof designs conceal equipment; dumpsters are not located within front yards. All mechanical equipment will be screened by being enclosed in an equipment room or a rooftop enclosure. The above ground fuel tank will be partially screened by the car wash building. 6. Roof lines are prominent and contribute to the distinct character of the area (8.1.12). See response included in contained in item 8. The one -story buildings are centralized features of the proposed 15.1 acre (658,723 sq.ft.) development. These roof lines are similar and will contribute to the character of the neighborhood buildings. 7. Where appropriate, the development should provide or allow for future facilities /improvements that support transit use (1.8.8). The Cendant employees of the proposed use would arrive by vehicle. Arriving by transit is not 'consistent with the type of proposed use. It is, however, possible to arrive at the site via public transit. The nearest transit stop for route # 170 is located at the northeast corner of Old Military Road and S. 160th Street. The next nearest transit stop for routes # 171 and 194 is located at the northeast corner of International Boulevard South and S. 160th Street. 8. Building, parking and pedestrian facilities should be designed with compatible locations and configurations (e.g. locating parking in back or on the side of buildings, buildings pulled out to street) (1.8.2). Parking is the primary use of the site. The entry to the proposed facility has been placed away from existing residential development. Two of the existing buildings are located adjacent to one another (administrative office and maintenance buildings with canopy /breezeway) and placed near the middle of the site because of their operational needs. The third building (QTA) has been located again in the middle of the site away from the existing residential use on the south side of S. 160 St. This building has been designed to allow for minor fueling and washing of rental cars. The layout of these buildings in the middle of the site is compatible with the neighborhood buildings. IV. ADDITIONAL INFORMATION A. Special Permission Application (Attachment B) No additional applications made with this package B. Responses to Tukwila International Boulevard Design Manual (Attachment C). Included in this attachment are our responses to the Design Criteria contained in the City's International Boulevard Design Manual. Page 27 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 February 18, 2005 Dear Mr. Miles: 1. Site Design `e Mr. Brandon J. Miles Assistant Planner Department of Community Development City Of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 -2544 RECE FEB -2 10051 Re: Cendant Car Rental Group, Inc./Tukwila - Nice Center Site Response to DRB L04 -064 response letter dated 1/3 � �1 SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA Thank you for your 1/3/05 letter and the City of Tukwila's review comments based on our DRB package. Please note that this site will be used for a car maintenance and storage site, not a public rental car site. This site is primarily used by the Cendant staff to service and maintain their rental car vehicles to return them to their fleet. These rental cars will be rented at the SeaTac International Airport rental car facility, not at this site. This site may have occasional visitors and vendors to the buildings, but the general public will not be using this site. Cendant Car Rental Group's (Cendant) responses to your comments in your 1/3/05 letter are as follows (your comments are in normal face and Cendant's responses are italicized after your comments): A. Site Design Concept 1. The walkway that extends to S. 160 Street must connect to a public sidewalk. Cendant has requested that the street improvements, including this sidewalk, be deferred per Michael Aippersbach's attached 2/10/05 letter. If SeaTac or Tukwila does not allow this deferral, SRO (property owner) will install these street improvements as required. See SRO's attached 2/17/05 letter. Cendant's on -site raised pedestrian walkway from the Maintenance Building will connect to the S.160 street frontage. See revised site plan on sheet A1.1. ® 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL (650) 692-9911 FAX (650) 692 -0181 Attachment F Mr. Brandon Miles February 18, 2005 Page Two of Eleven B. Relationship to Street Front C. Street Corners NA 2. Staff would recommend the use of raised walkways and that the walkways differ in paving materials, texture and /or color from the vehicle circulation area. Raised pedestrian walkways will be provided in beige colored concrete from TIB and S. 160 Street to the Administration and Maintenance Buildings. Other pedestrian walkways are for employee use only and are shown striped with diagonal yellow pavement marking to show vehicular drivers that those walkways are for pedestrians only. Walkways adjacent to vehicular aisles and driveways will have bollards as requested. See attached revised site plan on sheet A1.1. 3. Additionally, bollards should be used at the crossing of major drive path near the buildings Cendant will install a pair of bollards as requested where walkways adjoin a vehicle traffic aisle or parking area to alert their employees to vehicular traffic. See attached revised site plan on sheet A1.1. 4. The application needs to be updated to include the required public sidewalks and associated frontage improvements along S. 160 Street. Cendant has requested that the street improvements, including this sidewalk, be deferred per Michael Aippersbach's attached 2/10/05 letter. If this deferral is not allowed by SeaTac or Tukwila, SRO (property owner) will install these street improvements as required. See SRO's attached 2/17/05 letter. See revised site plans A1.1, L -1 and C1. 5. The building's design needs to be updated to make the entrance on the north side of the administration building more prominent. The Administration Building's north wall elevation has been upgraded as requested to make the secondary building exit more prominent. See revised site plan on sheet A1.1, floor plan on sheet Al2.1 and exterior elevations on sheets A13.1 and A13.2. Mr. Brandon Miles February 18, 2005 Page Three of Eleven D. Continuity of Site with Adiacent Sites Is it possible to remove the parking stalls located along north of the El Charro property and allow access to and from the El Charro site from the access points on the SRO property on TIB? Parking stalls will remain along the SRO and El Charro property boundary. Parking area has been revised to include the requested landscaping. See revised site plan on sheet A1.1. Should SRO and El Charm execute an easement that would allow traffic flow to and from the El Charro site through SRO property, Cendant will revise both the landscaping and parking stalls to accommodate that new condition. E. Shared Facilities No comments F. Site Design for Safety The intent of this design guideline is to ensure that the organization of site elements contributes to safety of pedestrians on the site. The current proposal of stripped walkways will not accomplish this goal. Please refer to the City comments listed under section 1A regarding how to address this concern. See our response to items 1.A.1 through 1.A.3 above. G. Siting and Screening of Service Areas 6. Replace the use of the chainlink fence with wooden slats with a material that is high quality, and more durable. Staffs suggestion is the use of split face CMU bricks. The trash enclosure at the QTA (quick turnaround) at the car wash gas island building is currently enclosed with CMU walls. These walls have been revised to be split face CMU walls as requested. The trash enclosure gates will remain as chain link fence with wood slats. The trash enclosure at the south side of the Maintenance Building is also revised to be split face CMU with chain link gates. See exterior elevations on A3.1, A3.2 and A23.1. Please provide the following clarification regarding the trash enclosures: A. Are the plans allowing sufficient space for recycling bins? Note that TMC 18.52.080 requires that there be two feet per 1000 square feet for every 1,000 square feet of building area for industrial uses. Yes. See added trash enclosure plan on revised floor plan on sheet A2.1A. Mr. Brandon Miles February 18, 2005 Page Four of Eleven B. It was noted that the trash area for the QTA will be screened from view by the QTA building. Will the trash area for the QTA be visible from surrounding properties, such as the Shuttle Park 2 lot? Please note that it is irrelevant that both lots are under common ownership, the trash area must still be screened from view. The trash area for the QTA may be seen from the Shuttle Park 2 lot. This trash enclosure area will be screened as described in item G.6 above. H. Natural Features and Sensitive Areas 7. Update the plans to reflect the location of Gilliam Creek and its associated buffer. K. Pedestrian Amenities No comments. The architectural site plan sheet A1.1 and civil plans have been revised to show the current location of Gilliam Creek. I. Stormwater Detention Facilities No comments. J. Pedestrian Circulation 8. A pedestrian walkway needs to be provided from the employee parking lot to the north entrance of the administration building. A pedestrian walkway has been added as requested. See revised site plan on sheet A1.1 and our response to items 1.A.1 through 1.A.3. 9. All pedestrian walkways must be at least six feet in width. As previously noted pedestrian walkways must have a grade separation or have a distinct color and /or material then the surrounding drive path. Pedestrian walkways have been increased in width from 5' -0" to 6'-0" as requested. See sheet A1.1. Mr. Brandon Miles February 18, 2005 Page Five of Eleven L. Vehicular Circulation As noted, the proposed walkways on the site need to be raised and have a distinct color and texture that distinguish it from the surrounding driving surface. See our responses to items 1.A.1 through 1.A.3 above. M. Parking 10. Update the site plan to either remove the parking stalls north of the El Charro property or have the parking stalls angled with wheel stops installed. Parking stalls have been retained and are set in an angled pattern with wheel stops. Additional landscaping has been added as requested. See revised site plan on sheet A1.1 and revised landscape plan sheet L1.0. 2. Building Design A. Architectural Concepts No comments. B. Architectural Relationships 11. As will be noted in the Landscaping section of this letter, Type I landscaping is required along the border of the Cendant Facility and the Dollar Rent a Car site. This landscaping may help to reduce the apparent size of the maintenance building. Additionally, adding a small landscaping island just south of the maintenance building and before the car storage area would also reduce the scale of the building (See landscaping plan). Type I landscaping is provided at the property boundaries between the Cendant facility and Dollar Rental Car site as requested. See revised site plan on sheet A1.1 and revised landscape plan sheet L1.0. C. Building Elements, Details, and Materials 12. The proposed use of plywood for the project is unacceptable and must be replaced with a higher quality, more durable material. Plywood has been replaced with storefront spandrel panel at the storefront area of the building. The roof screen is revised to be EIFS, exterior insulation finish system, which is similar to plaster. See exterior elevations on A3.1 and A3.2. Mr. Brandon Miles February 18, 2005 Page Six of Eleven 13. The plans also note that canvas will be utilized for the canopies on the site. Canvas is not a durable high quality material; please explore other materials for the canopies. The canvas canopies are only being replaced due to the new color scheme as selected by Cendant. These canvas canopies are currently five years old. These canopies will be properly maintained by Cendant and will last more than 10 years. Please note that these canopies are located on the east side of the building on the opposite side of TIB and are located several hundred feet from both the residential units south of S. 160th Street and any pedestrians walking along S. 160th. The canvas canopies have been used on the theater building for well over a decade, are a familiar feature and it is unlikely, except for color, that they can be clearly seen from that distance. See A3.1 and A13.1. 14. The smooth blank faced CMU bricks should be replaced with split face colored CMU bricks. The flat/normal faced CMU has been replaced with split face CMU as requested on the QTA building. Please note that the split face concrete block will be 10" wide and that the inset panels will have skim coat veneer plaster finish (approximately 1/8" deep) over 8" concrete block, providing a strong off -set and three dimensional detail at this building. See A23.1. The existing flat faced CMU walls at the Maintenance Building will have a skim coat veneer plaster finish that will be painted. See A3.1 and A3.2. 15. Existing CMU walls on the site should have "Hardiplank" installed on the exterior to match the new split faced colored CMU bricks. A skim coat veneer plaster will be installed over the existing CMU walls at the existing bowling alley /new car maintenance facility and be painted per the previous color schedule. This finish will match the adjacent exterior plaster walls at the Maintenance and Administration buildings. See exterior elevations on A3.1 and A3.2. Since the applicant is proposing to install a fence within this landscaping area it should be either a masonry wall or a solid wood fence. The proposed grey chain -link fence along S 160 Street will be modified to be a black chain -link fence as requested, which matches the fencing material that the City of Tukwila used along portions of TIB. Please provide specification of black chain link fence and fabric so that we can instruct Cendant's contractor to provide the correct fence and fabric. See revised site plan on sheet A1.1. Mr. Brandon Miles February 18, 2005 Page Seven of Eleven 17. The proposed grey chain -link fence needs to be replaced with a black chain -link. A black chain -link fence matches the fencing material that the City used along portions of TIB. See response to item 2.C.16 above. 18. Instead of using a mesh material in the fence, staff would like to City additional landscaping provided which could provide both a visual screen and security for the site. Mesh material has been removed from Cendant's side of the fence and additional landscaping has been provided as requested. Chain link fence and fabric will be black vinyl as requested. See our response to items 2. C.16 and 2. C.17 as noted above. 19. Many of the existing light fixtures on the property are old and rusting. They either need to be replaced or refurbished. All site lighting fixtures has been replaced with new site lighting fixtures. Site light fixtures are located as shown on our site plan sheet A1.1 and landscape plan sheet L1.0. See attached cut sheet on site light fixture, Lithonia KSF3 metal halide site lights and site light plan. D. Pedestrian - Oriented Features 20. An entrance feature needs to be provided at the entrance on the north wall of the administration building. The Administration Building's north wall elevation has been upgraded as requested with an entrance feature. See revised site plan on sheet A1.1, floor plan on sheet Al2.1 and exterior elevations on sheets A13.1 and A13.2. 21. The north wall of the administration building is blank and methods, such as the use of windows, needs to be examined in order to break down the blank wall appearance. The north wall of the Administration building has been upgraded as requested. This facade now incorporates building modulation with deep recessed plaster pilasters and metal fascia/canopy. This wall now has strong horizontal and vertical reveals, off -sets and three - dimensional detail. It also has special building features with an entrance feature with columns. See response to 2.D.20 above, revised site plan on sheet A1.1, floor plan on sheet Al2.1 and exterior elevations on sheets A13.1 and A13.2. Mr. Brandon Miles February 18, 2005 Page Eight of Eleven A. Landscape Design 3. Landscape Design E. Mechanical Equipment 22. The proposed mechanical enclosure on the roof of the maintenance building will be squared and constructed of plywood. Staff suggestion is to have the enclosure match the shape of the roof instead of having a square structure with a cylinder shaped roof. The Maintenance Building's mechanical enclosure is revised to be curved at the top to match the curved room and glu -lam beams. This enclosure is also stepped in plan view and varied to provide additional visual interest. See revised mechanical screen design as shown on roof plan on sheet A2.2 and exterior elevations on sheet A3.1 and A3.2. 23. Plywood is not a durable, high quality material and needs to be replaced. Plywood has been replaced with storefront spandrel panel at the storefront area of the building. The roof screen is EIFS, as stated in item 2.E.22 above. See exterior elevations on A3.1 and A3.2. 24. Automatic irrigation system must be installed within certain existing landscaping areas (TMC 18.52.040 (H)). An automatic irrigation system will be installed within landscaped areas as noted in your marked up landscape plans. See revised landscape plan sheet L1.0. 25. Provide a ten foot landscaping strip of Type I landscaping between the El Charro property and the SRO property and between SRO and Dollar Rent A Car. An automatic irrigation system must be installed in these areas. A ten foot wide landscaping strip with Type I landscaping with automatic irrigation system has been provided as requested between Cendant facility and the El Charro restaurant and the Cendant facility and Dollar Rental Car. See revised site plan on sheet A1.1 and landscape plan sheet L1.0. 26. Update the landscaping plan to include a minimum of ten feet of landscaping along TIB, which does not include the public landscaping on TIB. A ten foot wide landscaping strip with Type I landscaping has been provided as requested between Cendant facility and TM outside of the existing public landscaping strip. See revised site plan on sheet A1.1 and landscape plan sheet L1.0. Mr. Brandon Miles February 18, 2005 Page Nine of Eleven B. Planting Design saw 27. An additional planting area for the Cendant Facility must also be installed between the Cendant facility and Shuttle Park II. The landscaping areas must be at a minimum five feet in width and have Type II landscaping. Automatic irrigation must be added. There is a 4'-9" (approximate) width of existing landscaping along this southeast edge between the Cendant and Shuttle Park ll site. In addition to this existing landscaping, Cendant will add a 5=0" width of landscaping along this property edge. This landscaping may not be seen by the Shuttle Park site due to the change in site level height of these two adjacent sites at the existing retaining wall on the southeast side of the Cendant site. See revised site plan on sheet A1.1 and landscape plan L1.0. 28. Type II landscaping also needs to be installed between the parcel where Cendant will be located and the Washington State Patrol Facility. A ten foot wide landscaping strip with Type II landscaping has been provided as requested between Cendant facility and the existing Washington State Patrol Facility. See revised site plan on sheet A1.1 and landscape plan sheet L1.0. 29. A planting area to provide screening of the car storage area needs to be established along the northeast section of the property. Due to the topography of the area, apartment buildings near S. 158 Lane will be able to view directly into the parking storage area. The landscape plan has been revised to include screening of the car storage areas as requested. See site plan on sheet Al. and landscape plan sheet L1.0. 30. A review of the landscaped plan submitted indicates that some of the landscaping for the parking stalls will still not meet these requirements, please see the attached landscaping plan and make the appropriate changes on the landscaping and site plan. The site and landscape plans have been revised to meet City of Tukwila landscape standards as requested in your red -lined comments. See revised site plan on sheet A1.1 and landscape plan sheet L1.0. 31. The type Ill landscaping along S. 160 Street should be contiguous along the property. Area 2 should be design to match Area 1. The landscape plan has been revised to have the Type Ill landscaping contiguous and street frontage improvements included as requested. See site plan on sheet A1.1 and landscape plan sheet L1.0. Mr. Brandon Miles February 18, 2005 Page Ten of Eleven 32. Update the landscaping plan to include larger trees along S. 160 Street. The landscape plan has been revised to include larger trees along S 160 Street as requested. See landscape plan sheet L1.0. 33. Replace the trees that have been highlighted on the landscaping plan. An alternative to replacing the trees is to have a certified arborists examine the trees and prepare a report to the City which will evaluate the tree's health and proposed measures to improve the tree's health. The landscape plan has been revised to replace trees as noted on your marked - up plan as requested. See landscape plan sheet L1.0. 34. Please also have your landscape architect consider the impact to existing vegetation when the irrigation system is constructed. On the landscaping plan staff has noted where irrigation will not be required. The landscape plan has been revised to consider the impact of the added irrigation systems requested. See landscape plan sheet L1.0. 35. The landscaping plan does not show the proposed 12,000 - gallon fuel tank, updated the plan accordingly. The landscape plan has been revised as requested to show above ground fuel tank. See landscape plan sheet L1.0. 36. The Ivy in this area must be removed and replaced with a more appropriate ground cover. The landscape plan has been revised to remove ivy as requested. See landscape plan sheet L1.0. 37. Remove the blackberries along the northeastern edge of the property and replace with vegetation, which will inhibit the growth of future blackberry bushes. A portion of this area is within the buffer for Gilliam Creek; note that mechanical equipment cannot be used within the buffer area. The landscape plan has been revised to remove blackberry bushes. This existing landscaping will be replaced with new vegetation selected to inhibit the growth of blackberry bushes as requested. See landscape plan sheet L1.0. Mr. Brandon Miles February 18, 2005 Page Eleven of Eleven 38. Each landscaping area must have at least one tree (TMC 18.52.035 (4)). The small existing planting areas to the east of the main buildings do not meet this requirements. The landscape plan has been revised to have a minimum of one tree per planting area as requested. See landscape plan sheet L1.0. 39. Also, show the location of light fixtures within landscaped areas on the landscaping plan. Site light fixtures are shown on site plan sheet A1.1 and landscape site plan sheet L1.0. We believe that this information and the attached four sets of revised drawings listed below appropriately address all of the City of Tukwila's comments in your 1/3/05 letter. Please advise immediately if you require any additional information, modifications or clarifications to our DRB package. We have also included our revised colored elevations, perspective renderings, and color and material board as attached. Please let me know as soon as possible if you require any additional information or a revision in this package. We look forward to completing this project with the City of Tukwila. Thank you for your assistance with this project and process. Very truly yours, Chandler S. Eason Ill AIA Vice President cc: Karl Westerman, Cendant Michael Lancaster, SRO Michael Aippersbach Lou Larsen, Pacific Engineering Design, LLC. Glen Takagi Bruce Newman, TSI Kevin Chinn, Chinn Construction Encl. Four sets of revised DRB application plans dated 2/15/05: Architectural plans: A0.1, A1.1, A2.1, A2.1A, A2.2, A3.1, A3.2, Al2.1, Al2.2, A13.1, A13.2, A22.1 and A23.1 Civil plans C1.1, C1.2, C04, CO5, C06, C6A, C07, C08 and C09 Landscape plans L1.0, L1.1, L1.2, L1.3, L1.4, L1.5 and L1.6 February 10, 2005 Dale L. Schroeder. P.E. Director of Public Works City of SeaTac 4800 South 188th Street SeaTac WA 98188 -8605 Dear Mr. Schroeder: Michael Aippersbach & Associates Planning and Development Services Hand Delivered Re: Deferral of Frontage Improvements for Cendant Project Lewis & Clark Site —15820 International Boulevard As agent for Cendant Car Rental Group, under the provisions in SeaTac's Municipal Code, we are submitting a request for the deferral of required frontage improvements along S. 160th, immediately east of Dollar Rent A Car (which is located at the northeast corner of the intersection of International Boulevard and S. 160th Street). Our request includes the deferral of the requirement to have an approved set of design plans for the frontage improvements prior to obtaining construction permits from the City of Tukwila. The City of Tukwila is currently conducting the SEPA Review process and the City of SeaTac's response for that SEPA Review is to not allow the issuance of any permits until street frontage improvement plans have been approved, needed right -of -way has been dedicated, and a performance bond submitted. It is our objective to obtain certain construction permits (tenant improvements and a demo permit), upon the issuance of the SEPA Determination and completion of the appeal period. We understand we will be required to have the underlying property owner, Sterling Realty Organization (SRO) dedicate sufficient right -of -way to include both the frontage improvements (landscaping and a sidewalk) and a retaining wall to support a sidewalk at street grade and submit a cash contribution for those frontage improvements. Cendant's civil engineer, Lou Larsen of Pacific Engineering Design, is currently working with Dixie Hallenberger of your office concerning the details of the required frontage improvements, the amount of right -of -way dedication to be deeded, and the amount of the cash contribution required. PO Box 95429 - Seattle, Washington 98145 - (206) 523- 3764/Fax: (206) 524 -0337 `"�` Page 2 �., Ltr from Aippersbach & Associates to D. Schroeder, City of SeaTac /02 -10 -05 We would appreciate a reply as soon as possible on our deferral request so that we can expedite the completion of the proposed Cendant facility. Thank you for your time and assistance in this matter. If you have any questions you can reach me by phone at (206) 523 -3764, via e-mail at aipp@u,prodigy.net or fax me at (206) 524 -0337. Sincerely, Michael Aippersbach cc. Karl Westermann, Cendant Car Rental Group Mike Lancaster, SRO Chandler Eason, Blunk DiMattei Lou Larsen, Pacific Engineering dell/mike /maa proj files/cendant.dsk: deferral letter to seatac - 02.09.05 PO Box 95429 - Seattle, Washington 98145 - (206) 523 -3764 FROM :Aippersbach David Schooler • President (425) 455 - 8167 davkdsesterlingrealty corn February 17, 2005 David Schooler President cc: Karl Westermann, Cendant Michael Aippersbach FAX NO. :2065240337 STERLING REALTY ORGANIZATION Brandon Miles Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila WA 98188 -2544 Feb. 18 2005 11:56AM P2 Re: Frontage Improvements — Cendant Car Rental Project — Lewis & Clark Site Application #'s L04 -064 & E04 -018 Dear Mr. Miles: For purposes of the SEPA Determination portion of the above - proposed project, we-as the underlying property owner acknowledge our responsibility for providing full frontage improvements per the requirements of the City of SeaTac's Municipal Code (SeaTac letter to Tukwila dated December 10, 2004). To date, we have filed with the City of SeaTac a request to defer those improvements under provisions in their municipal code. Should we not receive an approval to defer those frontage improvements, we agree to provide them. Sincerely, 600 106th Ave. f1.F., Bellevue, WA, Suite 200 • Mall to: P.O. Box 91723, Bellevue, WA 98009-1723 (425) 455 -8100 • Fax (425) 455 -8165 A0.1 TITLE SHE" - T ARCHITECTURAL A1.1 A2.1 A2.1A A2.1B A2.2 A3.1 A3.2 Al2.1 Al2.2 A13.1 A13.2 A22.1 A23.1 CIVIL SITE PLAN MAINTENANCE AND ADMINITRATION BLDGS OVERALL FLOOR PLAN MAINTENANCE BUILDING PARTIAL FLOOR PLAN A MAINTENANCE BUILDING PARTIAL FLOOR PLAN B MAINTENANCE BUILDING ROOF PLAN MAINTENANCE BUILDING EXTERIOR ELEVATIONS MAINTENANCE BUILDING EXTERIOR ELEVATIONS ADMINISTRATION BUILDING FLOOR PLAN ADMINISTRATION BUILDING FLOOR PLAN ADMINISTRATION BUILDING EXTERIOR ELEVATIONS ADMINISTRATION BUILDING EXTERIOR ELEVATIONS NEW QTA FACILITY FLOOR PLAN QTA BLDG EXTERIOR ELEVATIONS C1.1 PRELIMINARY CIVIL SITE PLAN C1.2 PRELIMINARY GRADING AND DRAINAGE PLAN C04 GRADING AND DRAINAGE PLAN (ADMIN. BLDG.) CO5 GRADING AND DRAINAGE PLAN (MAINT. BLDG.) C06 GRADING AND DRAINAGE PLAN (GATE HOUSE) C6A GRADING AND DRAINAGE PLAN (QTA) CO7 SANITARY SEWER AND WATER PLAN C08 SITE CROSS SECTIONS CO9 STORMFILTER DETAILS LANDSCAPE L1.0 OVERALL LANDSCAPE PLAN L1.1 ENLARGED LANDSCAPE PLAN L1.2 ENLARGED LANDSCAPE PLAN L1.3 ENLARGED LANDSCAPE PLAN L1.4 ENLARGED LANDSCAPE PLAN L1.5 ENLARGED LANDSCAPE PLAN L1.6 ENLARGED LANDSCAPE PLAN 1 ' 9 REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TIMWLA, WASHNGTON 98188 ARTISTS PERSPECTIVE RENDERING LOOKING SOUTHEAST FROM T.I.B. MEDIAN 0 Of REVISED DRB APPLICATION for C �p � ND NL E �� BOULEVARD INC. 15820 UKWLA NTERNA TIOLEVARD TUCWLA, WASHINGTON 98188 ARTIST'S PERSPECTIVE RENDERING LOOKING NORTH FROM S. 160TH STREET 0 2 9 MAINTENANCE BUILDING - NORTH ELEVATION (AT PLAZA) �!INIii��illiIIi l i ►1'Il I�'�s1�1 �. +i9 ± +i� +, x \ k9 s �`• ?3 ti f f rfui 1111111111 mos MI Sit 31i mama TJ IT 1 MAINTENANCE BUILDING - EAST ELEVATION 911111E 111111111111014' w:i, �I MAINTENANCE BUILDING - SOUTH ELEVATION r 1/8• VW- T -0' SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1533 BAYS1ONE HWY #300 BUEEINC.AB B - CA - 94010 ® 8 T (650) 692 --9911 MI FAX (650) 692 -0161 NO. RENSION IT IS THE RESPONSIB6JTY OF IIE COIIRACTCR TO VERIFY ALL HBO CONDITIONS AND COMPARE THEM MTH THE CONSTRUCTION DOCUMEN BEFORE COMNENO ACTINTCS. ERRORS, STENC OR ANY OTHER S SHALL IMIASIENCIEU 61AEC TE BE REPORTED REPORTERTE D TO IRE ARCHITECT DATE 2/15/05 DATE c J H m Q W W Z p ~ W Z W JOB NO. 20457.08 SHEET A3.1 MAINTENANCE BUILDING - WEST ELEVATION L I BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 3555 BAYSHORE HWY 1500 2U0140A/.1E - CA - 94010 ® TEL (630) 692 -9911 FAX (650) 692-011 NO. REVISION DATE IT IS THE RESFONSIRIUTY OF TIE CONDUCTOR TO VERIFY ALL FIELD CONDITIONS AND COMPARE THEN 'Mill TIE CONSTRUCTION DOCUMENTS REEORE COYYENONO ACRYIDES. ERRORS O&MSS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY RE REPORTED TO THE ARCHITECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUCWLA NTERNATIONAL BOULEVARD TUCWLA. WASFIJCTON 98188 MAINTENANCE BUILDING ARTISTS REND O EXTERIOR ELEVATIONS DATE JOB NO. 2/15/05 20457.08 A3.2 SHEET OF MAINTENANCE BUILDING - WEST ELEVATION L I BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 3555 BAYSHORE HWY 1500 2U0140A/.1E - CA - 94010 ® TEL (630) 692 -9911 FAX (650) 692-011 :. - ...... ,�.. � e,:: i tc '��'s?I" +'s°w e- �es+sa. -++x 3+n^ ..••: -n,sea i lowl,rir itamir IR�R 049111 1 Valli IRO rIFI ..,.'ate..., 4r .,r? . ..4 - x ADMINISTRATION BUILDING - NORTH ELEVATION II II ) II ___I_L_11 ADMINISTRATION BUILDING - EAST ELEVATION DMINISTRATION BUILDING - SOUTH ELEVATION (AT PLAZA) w _ .:: ilt, , anu..-e 16.V 4 �"l: a. r --- .- .y 4t•..R+. 'aL _ .mss - :.,r e`"a v8'- T -0 1/8'- T -0' V8'- T -0• SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1551 6AY51-IORE HWY 4300 BEIRLIVOAME - CA - 94010 ® T8 (630) 692 -991) FAX (630) 692 -0101 NO. REVISION DATE IT IS THE RESPONSIBILITY OF THE CONTRACTOR FIELD CONOIRONS DD *lENIS BEFORE TO VERIFY ALL AND NMMENONO AC1INITES. ERRORS OMISSIONS OR ANY OTHER INCONSISTENCIES DISCOVERED SHALL IMMEDIATELY RE REPORTED TO 1NE ARCHITECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUCWLA INTERNATIONAL BOULEVARD TUKWLA, WASFNGTON 98188 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS ARTISTS RENDERt1G DATE .108 NO. 2/15/05 20457.08 A13.1 SHEET OF :. - ...... ,�.. � e,:: i tc '��'s?I" +'s°w e- �es+sa. -++x 3+n^ ..••: -n,sea i lowl,rir itamir IR�R 049111 1 Valli IRO rIFI ..,.'ate..., 4r .,r? . ..4 - x ADMINISTRATION BUILDING - NORTH ELEVATION II II ) II ___I_L_11 ADMINISTRATION BUILDING - EAST ELEVATION DMINISTRATION BUILDING - SOUTH ELEVATION (AT PLAZA) w _ .:: ilt, , anu..-e 16.V 4 �"l: a. r --- .- .y 4t•..R+. 'aL _ .mss - :.,r e`"a v8'- T -0 1/8'- T -0' V8'- T -0• SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1551 6AY51-IORE HWY 4300 BEIRLIVOAME - CA - 94010 ® T8 (630) 692 -991) FAX (630) 692 -0101 ADMINISTRATION BUILDING - WEST ELEVATION 6 . 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS MA nss sAYSHO ! HWY 9ioo a - CA - 94010 ® 8 TEL (650) 692 -9911 IM FAX (630) 692 -011 NO. REVISION DATE IT IS THE RCSPONSIBIUTY OF We CONTRACTOR 70 VERIFY Aly TtEID CONOITONS ANO COMPARE 7NE1A 011$ WE DOCUMENTS RErOR(_ CONSTRUCTION COYIIENCRIO ACRNIES. ERR ONISSONS OR ANY 0TKR SSTENCTES A .0C BE R MTTtO TO 0 ARW REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUCWLA. WASHINGTON 98188 ADMINISTRATION BUILDING ARTISTS '° EXTERIOR ELEVATIONS DATE JOB NO. 2/15/05 204.57.08 A13.2 SHEET OF ADMINISTRATION BUILDING - WEST ELEVATION 6 . 1 BLUNK DEMATTEI ASSOCIATES ARCHITECTS MA nss sAYSHO ! HWY 9ioo a - CA - 94010 ® 8 TEL (650) 692 -9911 IM FAX (630) 692 -011 I II SLUNK DEMATTEI ASSOCIATES ARCHITECTS AMA 1155 6AV1HORE HWY •300 SI.RENGAME - G - 94010 773 (650) 692 -9911 FAX (650) 692 -0101 OM NO. REVISION DATE IT IS THE RESPCNOBIIJTY OF THE CONIRACTDR TO VERIFY ALL FIELD CONOTICNS AND COMPARE THEM DOCUMENTS MTN THE CONSTRUCTION BEFORE COMMENCING ERRORS ACTIVITIES OR _OMISSIONS ANY OTHER INCONSISTENCIES DISCOVERED SMALL IMMEDIATELY BE REPORTED TO THE AROITECT REVISED DF93 APPUCATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUCWLA NTERNATIONAL BOULEVARD TUCWLA, WASHNOTON 98188 QTA BUILDING ARTISTS RENDERING EXTERIOR ELEVATIONS DATE JOB NO. 2/15/05 20457.08 A23.1 SHEET OF I II SLUNK DEMATTEI ASSOCIATES ARCHITECTS AMA 1155 6AV1HORE HWY •300 SI.RENGAME - G - 94010 773 (650) 692 -9911 FAX (650) 692 -0101 OM CITY OF TUKWILA, WASHINGTON SHORT 'L FILE NO. L04- w rn T • o ` ASPHALT PVM'T1 FENCE 108.66 N O 20' . o no Al 26.00 z 10 1 - S : 8 2 E ..: 82 .323 _ -- 17.65 ,) N °j 2C ING EASEMENT ASPHALT PVM'T n 29J65 16. 52 S 88'25' 40" E fir. 82" . C v1 � 20' w • 10' � 1 • 1 1 0 1 O 2 : UTILITIES 1 UTILITIES EASEMENT) S 88 40 E 75. 25 WOOD SURVEYOR'S NOTES THE CONTROLS SHOWN REPRESENT A COMPILATION OF MEASUREMENTS MADE DURING THIS SURVEY, PREVIOUS SURVEYS PERFORMED BY THIS FIRM, PUBLIC RECORDED SURVEYS AND MUNICIPAL RECORDS. REFERENCE RECORD OF SURVEY, RECORDING NUMBER 20000410900013 FOR COMPLETE HORIZONTAL CONTROL. FIELD INSTRUMENTATION WAS A LEICA TC805 TOTAL STATION, SUPPLEMENTED WITH A STEEL TAPE, BOTH LAST CALIBRATED WITHIN THE YEAR AT THE SAND POINT BASELINE. THIS SURVEY MEETS OR. EXCEEDS FIELD TRAVERSE STANDARDS PER WAC 332 -130. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A - TITLE REPORT AND DOES NOT PURPORT TO SHOW ANY OR ALL EASEMENTS OF RECORD. THE DRAWING SHOWN HEREON DOES NOT NECESSARILY CONTAIN ALL. OF THE INFORMATION OBTAINED OR DEVELOPED BY THE SURVEYOR IN HIS FIELD WORK, OFFICE WORK, OR RESEARCH. LOT AREAS LOT I - 7.230 SO FT LOT 2 - 6,563 SO FT AVERAGE LOT WIDTH - 75 FEET TERMINUS OF LINE - DIVIDINC LOT 1 AND LOT 2 S 88'25'40" E CHAIN FENCE J TRUE POINT OF BEGINNING LINE DIVIDING LOT 1 AND LOT 2 // i ltv , S ' RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 20 ..... AT ...M IN BOOK ..:......OF AT PAGE AT THE REQUEST OF THE CITY OF TUKWILA MANAGER SUPT. OF RECORDS LAND SURVEYOR'S CERTIFICATE I, John J. Holmes, registered as a land surveyor by. the State of Washington, certify that this plat is based on an actuol survey of the land described herein, conducted by me or under my supervisioin; that the distances, courses and angles are shown hereon correctly, and that monuments, other than those monuments approved for setting at a later date, have been set and lot corners stoked on the ground as depicted on the plat. RECORDING NO. VOL. /PAGE SCALE: 1 INCH = 20 FT. 20 0 20 40 PORTION OF NW 1/4 of NW 1/4, SEC. 15, T. 23N., R. 4E, W.M. TRUE POINT OF BEGINNING INCRESS/ECRESS/UT IL EASEMENT WTR ®' MTR CB A 2_ T ELE/ CABLE \ m : � . BAs 18' PLASTIC SDMH A c,.7 --I Z 60. 00 D P1 z SMH A fC (n 0 C S w I ��(v1 H B 60' o ST ►N / w • I TACK IN 3' SO CONC MON w IN STEEL CASE (2 -8 -00) o. NIO HUB W/TK IN PATCH BELOW SURFACE (ACCEPTED 2-8-00) MERIDIAN - ASSUMED D "X" IN 3" BRASS DISK IN fTi CONC MON IN STEEL CASE (2 -8 -00) N 87' 24' S]_E _770. 58 _ 1 - RECENED CITY OF TUKWILA NOV 1 5 2104 PERMIT CEN C & C Surveying 4509 243rd PL SW Mountlake Terrace, WA 98043 (425)673 -7502 (206)523-1654 SHORT. PLAT FOR ALISON MACLEOD DWN. BY JJH DATE 11/10/04 CHKD. BY SCALE JJH -1" = 20' JOB NO. .. 100 - 100SP2R2.DWG SHEET 2 OF 2 CITY OF TUKWILA, WASHINGTON ILA k 's 1 s SHORT P \, d' F 4 (0 FILE N 0. L 0 4 - APPROVALS Reviewed and approved pproved by the Short Subdivision Committee and hereby certified this _ _ day of 0 " - - -- --- 20 DEPARTMENT OF ASSESSMENTS EX. MINED AND APPROVED THIS __ DAY OF- ____ -, 20__ RECORDING NO. VOL. /PAGE 4 5 5ESSOR Chairperson. Short Subdivision Committee DUTY ASSESSOR ACCOUNT NUNBER PORTION OF NW 1/4 of NW 1/4, SEC. 15, T. 23N., R. 4E, W.M. Know all people owner(s) in fee hereby make 58.17.060 and be further divided years, from dote plat. The undersigned be the graphic and the some accordance with IN WITNESS WHEREOF II .d .` /L DECLARATION by these presents that we, the undersigned simple of the land herein described, do o short subdivision thereof pursuant to RCW acknowledge that said subdivision shall not in any manner within a period of five of record, without the filing of o final further declare this short plot to representation of said short subdivision is mode with the free consent and in the desire of the e esre oe owners . ( ) we have'se our hands. / t'� j,� • PRIVATE 20 FOOT WIDE INGRESS. EGRESS ANO UTILITIES EASEMENT: EXISTING LEGAL DESCRIPTION: All that portion of Lots 13 and 14, Block 1, Robbins Spring Brook Addition to Riverton. according to plot recorded in Volume. 16 of Lots 13 and 14, Block 1. Robbins Spring Brook Addition to Plats, Page 57. in KIng County. Washington, EXCEPT the North 25 Riverton, according to plot recorded in Volume 16 of Plats, Page feet of Lot 13, described as follows: 57. In King County, Washington. EXCEPT the North 25 feet of Lot 13. Commencing at the Southeast corner of said Lot 14, said point being also on on the West margin of 37th Avenue South, as now TOGETHER WITH portion of vacated alley adjacent to solo Lots 13 being nd also on the North margin of on alley, as now end 14 in said lock. .. ME N ME -- - _ ���- estoblisnetl; thence North 01'34'20' East. along the East line of RECE!VEp �ee I �37�` ®'O sold lot and along said West margin. a distance of 43.31 feet to cavos l f P _ 4 the TRUE POINT OF BEGINNING; thence South 85'59'57" West, o NOV 1 5 2004 ! - distance of 55.64 feet; thence South 82'32'03 ". West, o distance of PROPOSED LEGAL DESCRIPTIONS: 18.52 feet; thence North 88'25'40" West, o distance of 29.65 feet: LOT I: thence North 07'29'31" East, a distance of 20.11 feet: thence P ERMTI'CENTER South 88'2540" Eost. o distance of 26.00 feet; thence North All that 82'32 East. a distance of 17.55 feet; thence North 85'59'.57" portion of Lots 13 and 14. Block 1. Robbins Spring Brook East. a distance of 58.20 feet to a point on sold Eost line and Addition to Riverton. according to plat recorded in Volume 16 of West margin; thence South 01'34'20'. West. along . said line and Plots. Poge 57, In King County. Washington. EXCEPT the North 25 morgin, a distance of 20.10 feet to the TRUE POINT OF BEGINNING. feet of Lot 13, lying East of the following line: - - - Commencing of the Southeast corner of sold Lot 14, salt point. The owner(s) of Lot 1 shall retain the right to the surface of being also on the West margin of 37th Avenue South, as now said easement. so long as said use does not interfere with. the established and also on the North morgin of on alley. cs now . established; thence North 88'25'40" West. along the South line of installation. operation and maintenance of easement usage. said lot and along said alley morgin. o distance of 106.95 feet to the TRUE POINT OF BEGINNING of said line; thence North 07'29 . East, a distance of 55.29 feet; thence South 88'25'40" Eost, a distance of 26.00 feet; thence North 01'34'20' Eost, a distance of PRIVATE 5 FOOT WIDE UTILITIES EASEMENT: 20. 00 feet to o point on the South line of said North 23 feet of _ Lot 13 and the TERMINUS thereof. An exclusive easement for the benefit of Lot this short plot over, under, upon and across the South 5.00 feeteet, . as measured TOGETHER WITH AND SUBJECT TO easements of record. parallel and perpendicular to the South line, of the East 106.95 feet, as measured along sold line, of Lot 14, Block I. Robbins Situate in the City of Tukwllc N!,'^ , County n K'^ S' • . Spring Brook Addition to Riverton. according to Pint recorded in eay.uuyton. Volume ib of Plots. Poge 57, in King County, Washington. The owners) of. Lot 1 shall retain the right to use the surface of said easement, so long os sold use does not interfere with the LOT 2: installation, operation and maintenance of easement usage. ' All that portion of Lots 13 and 14, Block 1, Robbins So•Ing Brook Addition to Riverton. according to plot recorded In Volume. 16 of Plots, Page 57, in King County, Washington. EXCEPT the '!orth 25 -v NAME NAME �� STATE OF Stfl.C�1�}Sn7C1b_) j ��� ,J ) S5 COUNTY OFn ]IYO ) I CERTIFY THAT I KW HA SATISFACTORY EVIDENCE THAT ' 'f(')(' I4 f' Y( � SIGNED THIS INSTRUMENT, ON OATH STATED THAT HE/SHE WAS AUTHORIZED TO EXECUTE THE INSTRUMENT AND ACKNOWLEDGED IT AS THE OF TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE UcFC e,NP FUGongF uce.nq!1pn IN Int 1NSiiimEN lyt� �^ '' DATED y lt_ l r'-' i ` n b�r,n 1 - SIGNATURE OF u l ,In 1 1 1 A`'NC'`S NOTARY PUBLIC PRINTED NAME OF � NOTARY PUgLIC EI`{- rJ17�mtA J p\� ttyyrr]]11AA,,tt VVAI TITLE L1r feet of Lot 13. lying West of the following line: Commencing at the Southeast corner of said Lot 14. said point being also on the West morgin of 37th Avenue South. os now established and also on the North margin of on alley. o•: now established: thence North 88'25'40" West, along the Sou'.h line of 4 ' s szzxo sr '< r w v PABC „ - \ • „ » - RESIDING AT: �IA MY APPOINTMENT EXPIRESIVtII s 1} nen r S9v ti % 1 � � F € said lot and along said alley margin, o distance of 106.95 feet to `E the TRUE POINT OF BEGINNING of said line; thence North 07'29.31" East, a dfstonee of 55.29 feet; thence South 88'25'40" E'ost, a wt distance of 26.00 feet; thence North 01'34'20" East,. a cistonce of 'm 20.0 feet to o point on the South line of said North 25 feet of Lot 13 and the TERMINUS thereof. N TOGETHER WITH portion of vacated alley odjacent to said;Lots 13 and 14 In said Block. TOGETHER WITH AND SUBJECT TO easements record. S ST S 2 7ao 1 ti "'3 - 35 » •4TH. 128 ST I HST >s e ilICEIM CCIPMPI EF! $ tti■Fi ruin kid � __ .0.EF Y PUBLIC. NOTARY STATE OF WASHINGTON EiIEEN M. KURTH My AepoMlment Expires Awl 10.2008 H7LL7tiP 28TH m HI •€ » 1s8TA C Wy S 1 _ ' a 8TH . / D' `I 4.� A 0. p P . of s tieix Situate in the City Tukwila, M . a ls . s I•o �,�,� of County of King,. State o! 0. r l s,.sisr Washington. F. e a S 1331 �'� w b a � » 4. 38TH 5 1375 s 138TH ST: I k � F 0 a ti ®® , o S 137 ST s u 5 13380 T °° PAB ' e s lserx `�» s nmc s RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 20 AT .:.M IN BOOK OF........ AT PAGE AT THE REQUEST OF THE CITY OF TUKWILA MANAGER SUPT. OF RECORDS LAND SURVEYOR'S CERTIFICATE 1 , J ohn J. Holmes, registered as a land surveyor by the State of Washington, certify that this plat is based on an actual survey of the land described here in, conducted by me or under my supervisioin; that the distances, courses and angles are shown hereon correctly, and that monuments, other than those monuments approved for setting at a later date, have been set and lot corners stoked on the ground as depicted on the lot. g P ' " "" -'° 1, ' �O HP/{y : Z o 5 ` O 0 wASr� $ % t 4 ' r : \g 2` _ % $ 0." \ LAHo (425)673-7502 e \ Z 4 DcPIPP9.01 -l1- • C & C Su rveying 4509 243rd PL SW Mountlake Terrace, WA 98043 206 523 -1654. SHORT PLAT FOR ALISON MACLEOD DWN. BY JJH DATE 11/10/04 JOB NO. - X100 100SP1R /DWG CHKU. BY SCALE SHEET ng y V1'.12' I 307 I .4..'44-.:...:.:.:...:4.:.:. Y � � • ELECT. (E) LANDSCAPE ISL AIO (VF) - SEE LANDSCAPE b' PIA. BOLLARD TRASH ENCLOSURE W SPLIT -FACE CH) CHAIN LINK K GATES MOD OD SLATS ANTED, SPRAYED PLASTER FINISH o/ e' GNU WALL ((YP) AVE-ENT MARKING Mr; - -METAL MAN DOOR (TOP) 10' SPLIT -FACE CM) WALL (TYP, - SEE STRUCTURAL EN FUEL DISPSER • fyYP. ASPHALT PAVI R1 B. PIPING �_F1tOH ABWC -__ -- ''. **--6* 0 BOLLARD (FOP) TR C ENCH DRAIN (TYP) - SEE ML 6' 146H rte. *LAIC (Tr.) (1) CONC. CARS - SEE CIVIL � 1iAJIfIMFI�, MGM CM) HALL II' HLSH BLACK CHAN LINK FEIGE FV PO SLATS (TV) • I • 0 (� LIG STANDARD O 0 HT I I _ - SEE ELEC. ❑ 1( i 6' 0 BOLLARDS Mr) 12000 SALLON ABOVE-6ROUD FUEL TANK 4 PRIB AN,FAC,IRED PRE -w.SH GAR FLASH ENTRY SYSTEM METAL CANOPY I (ORLI) - (5HOYN DASHED) Witaitliik J (TM Y:7 I i(N) L)6M STANDARD 6' DAA BOLLARDS (TOT) 12) a LEGEND (E) - EXISTING (N) - NEW DN - DOWN ' 11114:62. ' K Wir TED IS SEE I DIM TO F.O.S. DIM TO 1 (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL ©T ©T vat Ner ® (N) CMU WALL - SEE STRUCTURAL i DIM TO 1 CENTER • ALIGN 82 . RECEIVED 'APR 08 2005' SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 7555 BAYS-OGRE HVVY 0300 BURLI GAME - CA - 94010 T9. (6501 692 -9911 FAX (650) 69 -0187 1/8 -T -0' A Ha. TANK WIZEN S/51/O5 NO. REVISION DATE IT 3 THE RESPONSIBILITY OF 7NE CCNIRACTOt TO VERIFY F. FE.D CONDITIONS AND COMPARE THEM WITH 'ME CONSTRUCTION DOCUMENTS BETOR COMMENCING POMADES ERRORS, OMISSIONS OR ANY OTHER A INCONSISTENCIEES p WERE ? To NEE AROY REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUCWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 NEW QTA FACILITY FLOOR PLAN DATE .108 NO. 2/15/05 20457.08 A22.1 SHEET - 13 OF 14 ng y V1'.12' I 307 I .4..'44-.:...:.:.:...:4.:.:. Y � � • ELECT. (E) LANDSCAPE ISL AIO (VF) - SEE LANDSCAPE b' PIA. BOLLARD TRASH ENCLOSURE W SPLIT -FACE CH) CHAIN LINK K GATES MOD OD SLATS ANTED, SPRAYED PLASTER FINISH o/ e' GNU WALL ((YP) AVE-ENT MARKING Mr; - -METAL MAN DOOR (TOP) 10' SPLIT -FACE CM) WALL (TYP, - SEE STRUCTURAL EN FUEL DISPSER • fyYP. ASPHALT PAVI R1 B. PIPING �_F1tOH ABWC -__ -- ''. **--6* 0 BOLLARD (FOP) TR C ENCH DRAIN (TYP) - SEE ML 6' 146H rte. *LAIC (Tr.) (1) CONC. CARS - SEE CIVIL � 1iAJIfIMFI�, MGM CM) HALL II' HLSH BLACK CHAN LINK FEIGE FV PO SLATS (TV) • I • 0 (� LIG STANDARD O 0 HT I I _ - SEE ELEC. ❑ 1( i 6' 0 BOLLARDS Mr) 12000 SALLON ABOVE-6ROUD FUEL TANK 4 PRIB AN,FAC,IRED PRE -w.SH GAR FLASH ENTRY SYSTEM METAL CANOPY I (ORLI) - (5HOYN DASHED) Witaitliik J (TM Y:7 I i(N) L)6M STANDARD 6' DAA BOLLARDS (TOT) 12) a LEGEND (E) - EXISTING (N) - NEW DN - DOWN ' 11114:62. ' K Wir TED IS SEE I DIM TO F.O.S. DIM TO 1 (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL ©T ©T vat Ner ® (N) CMU WALL - SEE STRUCTURAL i DIM TO 1 CENTER • ALIGN 82 . RECEIVED 'APR 08 2005' SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 7555 BAYS-OGRE HVVY 0300 BURLI GAME - CA - 94010 T9. (6501 692 -9911 FAX (650) 69 -0187 1/8 -T -0' C) NOT USED 0 (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS farJT-FACE CONE. MASONRY WALL - ® (N) SKIM COAT PLASTER FINISH of (6) CONCRETE MASONRY WALL NOT USED NOT USED (N) METAL CAP FLASHING - PAINT NOT USED NOT USED NOT USED (N) BLACK CHAIN UNK DOOR of Z • ) METAL ABOVE GROUND • (N) PREFABRICATED ENCLOSED METAL SOFFIT (TOP) • (N) PAINTED METAL BOLLARDS (N) METAL MAN DOOR - PAINT WALL PACK - SEE ELECTRICAL * WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT DAZING (MATCH EXISTING COLOR) 1/8. I-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA ISM BAYSHORE FIWY 4300 BURLINGAME - CA - 94010 gig TEL (650) 692-9911 Ei 12-11 FAX (650) 692-0181 REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUCWILA INTERNATIONAL BOULEVARD TUCWLA, WASHINGTON 98188 QTA BUILDING EXTERIOR ELEVATIONS DATE 2/15/05 JOB NO. 20457.08 A23.1 SHEET 14 OF 14 C) NOT USED 0 (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS farJT-FACE CONE. MASONRY WALL - ® (N) SKIM COAT PLASTER FINISH of (6) CONCRETE MASONRY WALL NOT USED NOT USED (N) METAL CAP FLASHING - PAINT NOT USED NOT USED NOT USED (N) BLACK CHAIN UNK DOOR of Z • ) METAL ABOVE GROUND • (N) PREFABRICATED ENCLOSED METAL SOFFIT (TOP) • (N) PAINTED METAL BOLLARDS (N) METAL MAN DOOR - PAINT WALL PACK - SEE ELECTRICAL * WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT DAZING (MATCH EXISTING COLOR) 1/8. I-0" BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA ISM BAYSHORE FIWY 4300 BURLINGAME - CA - 94010 gig TEL (650) 692-9911 Ei 12-11 FAX (650) 692-0181 Attachment G SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 eAY5HORE HWY 6300 BLRLNGAME - CA - 94070 TEl 0650) 692 -990 el PAX (650) 692 -0181 ABBREVIATIONS ARCHITECTURAL LEGEND SHEET INDEX A f A.B. Anchor Bolt F. AC Acoustic F.B.O. A.C. Asphaltic Concrete A/C Air Condittioning FBRK, A.D. Area Drain F.D. ADJ. Adjustable FDN. N ACGR. Aggregate F.E. AL. Aluminum ALT. Alternate F.H. AMP. Ampere ANOD. Anodized APR. Apron APPROX. Approximate ARCH. Architect ASPH. Asphalt FIX. A.S.T.M. Am. Soc. for Testing Moteriols FLASH. AUTO. Automatic BD. Board BET. Between BIT. Bituminous B.L. Building Line BLDG. Building BLK. Block BLKG. Blocking B.M. Bench Mark BM, Beam SOT. Bottom SRC. Bearing BRK. Brick Bronze B.S. es. Both Sides C CAB. Cabinet C.B. Catch Basin GEM. Cement CER. Ceramic CU. FT. Cubic Feet C. FL Counter Flashing C.I. Cast Iron CLC. Ceiling CLKG. Caulking CL. Closet CLR. Clear CNTR. Counter C.O. Clean Out COL. Column CONC. Concrete CONT. Continous CONST. Construction CONTR. Contract CPR. Capper CPT, Carpet CSMT. Casement GTR. Center CSK. Countersunk CV, Cove C.W. Cold Water CU. YD, Cubic Yard D D.A. Double Acting DBL. Double DEM. Demolish DEPT, D eportment GET, Detail D.F. Douglas Fir. Drinking Fountain DIAC. Diagonal DIM, Dimension DI$P. Disposal D.L. Dead Load DN. Down OP. Dampproof+ng CPR. Damper DR. Door S. Downspout D Dumbwaiter DWG. Drawing DWR. Drawer E E. East EXIST.(E) Existing EA. Each E.B. Expansion Bolt E.J. Expansion Joint ELEC. Eiectie (al) EL EV, Elevation EMER. Emergency ENAM. Enamel ENC. Enclosure ENGR. Engineer c P EQ. Equal q EQUIP. Equipment EST. Estimate ate EXC. Excavate EXP. Exposed EXT. Exterior EXTR. Extruded Fahrenheit Furnished Firebrick floor Foundation fire FM. Fiberglass F.H.W.S. F.H.W.S. FIN. FL. FLUOR. F.O.C. F.O.M. F.O.S. F.O.W. FPL. FPRF. F.S. FT. FTC. FUR. FLIT. FR. DR. G GA. CAL. C.B. G.C. G.I. CKT. CL. CR. CRT. GVL. GYP. GSM H H.B. HD. HOB, HOW. HDWD . H.M. HOB. HR. HGT, HTG. HVAC D. N. NS. NT. NTM, NV. J J. JAN. JT. K K. KIT. K0. KP. L LG. LAB. LAM. LAS. L.H. LION. . L.L. LT. LVR. LBL. M MAO. MAX. N.E. MBAR. by • Others o Orion Extinguisher Fire Hose Flat Heod Metal Screw Flat Head Wood Screw Finish (ed) Fixed Flow Flashing Fluorescent Fate of Concrete Face of Masonry Face of Stud Face of Wall Fireplace Fireproof Full Size Foot Footing Furring Future Fire Door w Gauge Gallon Grab Bar General Contractor Galvanized Iron Casket Glass Grade Grout Gravel Gypsum Galvanized Sheet Metal Hose Bibb Hollow Core Heed Header Hardware Hardwood Hollow Metal Horizontal Hour Height Heating Heating/Ventilation Air Conditioning nside Diameter nOh nsulation nterior nterrnediate overt Joist Janitor Joint . Kip (1000 lb.) Kitchen Knockout Kickplate Length Laboratory Laminate Lavatory Left Hand Locker Live Load Light Louver Lobel Masonry Maximum Machine Bolt . Moisture Harrier MBR. Member RF.H. M.C. Medicine Cabinet REL. MECH. Alechonic (al) R.H. MED. Medium RM. MEMB. Membrane R.O. MET. Metal R/W -MFR. Manufacturer R.W.L. MH. . Manhole MIN. Minimum S MIR. Mirror MISC. Miscellaneous S.A.R. MLD. Moulding S.C. MOV. Movable S.C.D. MRS. Marble SCHEO. MT. Mount (ed) SCR. MTL Material • S.D. MUL. Mullion SECT. MN/K. Millwork SH. SHO. SH T. N SHTH. SKL N North SL. SIM. (N) New S.N.D. NAT, Natural N.I.C. Not in Contract S.N.R. NOM. Nominal N.T.S. Not to Scale SNT S.P. SPC. SP.D. SPEC. 0/ Over SPKR. OA Overall SPL OB. Obscure SQ. o.c. on center O.D. Outside Dia S.S. meter S.SK O.F.C.I. Owner Furnished/ ST. Contractor Installed STA. OFF. Office STD. ON. Overhead STL. O.H.M.S. Owl Head Metal Screws STIR. O.H.W.S. Oval Head Wood Screw STRUCT. O.J. Open Web Joist SUS. OP, Opaque SYM. OPNG. Opening SYN. OPP. Opposite SYS. S. P T PAR. Parallel T. PART. Partition T&G PAY. Pay (ed) (ing) (ement) T.B. T.C. P.C.C. Pre -cast Concrete T.C. P.C.F. Pounds per Cubic TEL. - p TEE Foot . PERT, Perimeter THERMO. PERM. Permanent THK. PRE- FAB.Pre- fabricate (d) THRESH. TOL. P.LF. Pounds per Lineal T.P. Foot T.P.D. P.C. Plate Gloss T.PTN, PKG. Parking TR. PL. Plate T.SL P Plastic Laminate T. PLAS. LAS. Plaster T.V. V. PLY. . Plywood T.W. PNL. Panel TYP. PT. Point P.P. Ponderosa Pine U PR. Pair PREFIN. Pre- finshed U.B.C. PROD, Project UND. P.S.C. Pre-stressed Concrete UHF. P.S.F. Pounds per Square UR. F6ot P.S.I. Pounds per Square V Inch PT. Paint (ed) V P.T.D. Paper Towel Dispenser VAC. P.T.D. /R Paper Towel Dispenser/ VAR. Receptacle V.B. P.T.R. Paper Towel Receptacle VERT P.V.C. Poly-Vin Chloride Y )A VEST. Q V.C. VIN. VNR. Q.T. Ouarcy Tile V.T. R W R. Riser, Radius W R.A.G. Return Air Grill W/ R.B. Rubber Bose W.B. RB. i. Rubber Tile W.C. WD. R.C.P. Reinforced Conrete WOW. Pipe W.G. R.D. Roof Groin W.H. R.D.F. R.D. F, Recessed Drinking yyH B. Foun tarn W.1. ROWD. Redwood W.M . REINF. Reifwte (d) (ir,) W /0 REF, Reference W,p. REG. Register m ove WT. WT. REM. Remove REVD. Required W.T.W. RES. Resilient W.W.M. RET. Return REV. Revise (ion) Y R.F.G. Roofing YD. Roof Hatch Reflect (ed) (ive) (w) Right Hond Room Rough Opening Right of Way Rain Water Leoder Supply Air Register Solid Core Seat Cover Dispenser Schedule Screen . Storm Drain Section Shelf (Shelves) Shore (d) (ing) Sheet Sheathing Skylight Sliding Similar Sanitary Nopkin Dispenser Sanitary Nopkin Receptacle Sealant Soundproof D of (ing) Spacer Soap Dispenser Specification Speaker Special Square Stainless steel Service Sink Street Station Standard Steel Storage Structural Suspended Symmetrical Sy Metic System South Tread Tongue & Groove Towel Bar Top of Curb Telephone Tempered pered Thermostat Thick (ness) Threshold Tolerance lop of Pavement Toilet Paper Dispenser Toilet Partition Transom To of Slab P Top of Steel Television Top of Wall Typical Uniform Building Code Under Unfinished Urinal Volt Vacuum Varnish Vapor Barrier Vet Real Verticals Vertical Groin Vin N Veneer Vinyl me West WIN Wood Base Water Closet Wood Window Wre Glass 'Water Heater W++eel Bumper Wrought Iron Wre Mesh Without 9 Water Stop Stop Weight Wainscot Wall to Wall welded Wire Mesh Yard IT S THE RESPONSIBIUTY OF INC CONTRACTOR TO ARC/ AIL FIELD CONDITIONS AND COMPARE TN w AITM 111E CONSTRUCTION DOCUMENTS BEFORE COMIAEMONG AGRA nES. ERRORS. ONISSONS AO.R TITLE 9IEET ARCHTECTLRAL At.l SITE PUN A2.` MAINTENANCE AND ADMINITRATION BtDCS OVERALL FLOOR'PLAN A2.IA MANTENANCE BUILDING PARTIAL FLOOR PLAN A A2.19 MAINTENANCE BUILDING PARTIAL BOOR PLAN 8 A2.2 MAINTENANCE BUILDING ROOF PLAN A3.' MAINTENANCE BUILDING EXTERIOR ELEVABCNS A3 2 MAINTENANCE BUILDING EXTERIOR ELEVATIONS Al2.1 ADMINISTRATION BUILDING FLOOR PLAN Al2.2 ADMINISTRATION BUILDING FLOOR PLAN A13.l ADMINISTRADCN BUILDING EXTERIOR ELEVATIONS A13.2 ADMINISTRATICN BUILDING EXTERIOR ELEVATIONS 022.1 NEW OTA FACOLTY FLOOR PLAN A23.1 OTA BLDG EXTERIOR ELEVATIONS C. PREUMMARY OWL SITE PLAN C1.2 PRELIMINARY GRADING AND DRAINAGE PLAN COs GRADING AND DRAINAGE PUN (ADMIN. BLDG.) CO5 GRADING AND DRAINAGE PLAN (MAINE. BLOC) CO5 ERODING ANC DRAINAGE PLAN (GATE HOUSE) CFA GRADING AND DRAINAGE PLAN DTA ( ) co 7 SANITARY SE'ABR AND WATER RAN COO SITE CROSS SECRONS ;� Awe C09 STCRMFlLTER DETAILS V ` �� W'�SCAPE MA rs 1 K 1 2005 Lt.O OVERALL LANDSCAPE PLAN L1.7 ENLARGED LANDSCAPE PLAN U.2 ENLARGED LANDSCAPE PLAN C�M� �Lf N) . O� TY L13 ENLARGED LANDSCAPE PLAN DEV ELOPM ENT 11.0 ENLARGED LANDSCAPE RAN 11.5 ENLARGED LANDSCAPE PLAN L1.6 ENLARGED LANOSCAPE PLAN DATUM LINE - --- ---- PROPERTY LINE - - - -- CENTER LINE l %YVIN EARTH TITLE SHEET :::: : { SAND / MORTAR / PLASTER JOB NO. �1'�. rarer ROCK FILL It1Y�1'1e4 - 20457.08 , BREAK LINE I. DIMENSION TO FACE .: - .,I CONCFETE �I OF STRUCTURE DIMENSION TO ����.r14 t 4 • I � CONCFETE BLOCK (CMU) CENTER LINE DIMENSION TO FACE MASONRY 1 OF FINISH }},, �� /" WOOD FINISH 'y > STAIR DIRECTION WORK POINT / DATUM POINT / CONTROL POINT A A COLUMN / GRID LINE OFFICE ROOM NUMBER &NAME WNDOW/LOUVER TYPE ® DOOR TYPE ® EQUIPMENT / FURNISHING TYPE f WOOD, FRAMING f I WOOD BLOCKING PLYW000 GYPSUM BOARD ������������� Acousnc nLE 1H INSULATION, BATT 11111111111111111 l INSULATION, RIGID © DETAIL REFERENCE ® INTERIOR MATCH LINE SEC REFERENCE ELEVADON REFERENCE IV PERMITS REQUIRED 1) SETA 2) Design Review 3) Fence And Site Security 4) Theater Demolition 5) Administration and Maintenance Building Tenant Improvement 6) Site and Exterior Building Improvements 7) OTA Facility B) Above Ground Gas Tank SCOPE OF WORK DEFERRED SUBMITTALS DEMW TION OF PART Of (E) TREATER, REMODEL OF THEATER CONCESSON AREA INTO `OUIW5IAATON OFFICES, REMODEL OF BOwVNG ALLEY INTO CAR MAINTENANCE FACILITY N7 TM ADMINISTNA WE OFFICES. CONSTRUCTION OF NEW E PAMNG WE LANDSCAPING ANT) FENCING A GUARD BOOTH FOR SECURITY. WE 1) Prefabricated Guard Booth 2) Prefabricated Metal Canopy At OTA 3) Fire Sprinklers ' 4) Fire Alarm and Life Safety System 5) Design -Build Mechanical. Electrical and Plumbing drawings PROJECT TEAM PROJECT DATA VICINITY MAP I CI� TENANT l NT T LttT ARCHITECT GOVERNING CODES: 003 INTERNATIONAL �4DING CODE (IBC) LATEST EDITIONS iIONS O T HE FOLLOWNG ' 003 UNIFORM PLUMBING C OOE (UPC) NATIONAL ELECTRICAL CODE (NEC) 2303 INTERNATIONAL MECHANICAL CODE (IMC) NATIONAL FlRE CODE (NEC) 2303 INTERNATIONAL cRE CODE I FC NATI ONAL FIRE PROTECTION AGENCY ( ) 0TON STA CODTANDARDS NFPA , 203 WASHING -1 ENERGY CODE, CHAPTER 51 -11 WAC CODES AND S ) ( BARRIER FREE ACCESS PER 2003 INC & ICC /AND A117.1 -1998 2003 WASHINGTON 5TA5 VENTILATION & INDOOR AR DUAUTY CODE (E) ADMINISTRAN BIJLTNIG TYPE OF CONSTRUCTION: OCCUPANCY: TYPE III FULLY SPRINKLERED PER NFPA to S. COMMEROAL OF =CE 1 FLOOR (SEE Al2.1) '6,684 S.F. (E) MAINTENANCE BUILDING TYPE OF CONSTRUCTION: OCCUPANCY: TYPE III - FULLY SPRINKLERED PER NFPA 13 B , COMMERCIAL CF 1 FLOOR (SEE A2.1A & A2.18) CE S-1, 5 CAR MAINTENANCE 20.614 S.F. (NOT (NOT INCLUDING 256 S.F. TRASH ( OA TY SECONSTRUCnON: , s.++ t'.� • • ` 3 � • A F�mee_s f e j tt , °w_s CENDANT CAR RENTAL CROUP, INC. P.O. Box 612707, 3937 South 26th St. Dallas. TX 75261 - (972) 453 -4062 SLUNK DEMATTEI ASSOCIATES .LRCMITECt$ 1555 Bo ys hoe Hwy.. Suite 30C Burlingame. CA 94010 9 - (650) 692 -9911 • ATTN: CHANDLER EASON 111 I. • • •, er t ° - '� �. $ eq s,www {{ ATTN: KARL S. WESTERMANN - S --- •t 7 I L ; u 1 � r " OWNER OWNER FL IL- rVC k7 :. �,, � c ,,w, h e- .)•'g • s .T...� " .iO , . rx{ l STERLING REALTY ORGANIZATION P.O. Box 91723, 600 160th Ave. NE Bellevue, 98009 -1723 (4 by - (425) 5) 4 455 -8151 ATTN: MIKE LANCASTER BLYMYER 1829 Clement Ave ;etla, CA 94501 -1395 (510) (510 521 -3773 ATTN: BJORN ENSTROM �. . '' s , f g A r , g ,, T �� 4a T ( L TR•J @_. + - +: CIVIL (NOT IN BDA'S CONTRACT) LANDSCAPE as r_`" £329 Sr. OCCUPANCY: TYPE II - FULLY SPRINKLERED PER NFPA 13 S -1 1 FLOOR (NOTE: BUILDING TO BE FULLY SPRINKLERED) 3.740 S.F. OTA ELIDING (SEE A22.1) 4.714 S.F. GAS ISl aND CANOPY 1.445 S.F. CAR WASH ENTRY AND EXIT CANOPIES 186 SF, TRASH ENCLOSURE. - OTAL: 10085 S.F. PACIFIC ENGINEERING DESIGN 4180 Lind Ave. SW Renton. WA 98055 (425) 251 -8811 ATTN: LOU E. LARSEN GLENN TAKAGI LANDSCAPE ARCHITECT 18550 Firlands Way North Shoreline, WA 9 51 33 -391 7 (206) 542- 6100 SITE Attachment G SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 eAY5HORE HWY 6300 BLRLNGAME - CA - 94070 TEl 0650) 692 -990 el PAX (650) 692 -0181 NO. REVISION DATE IT S THE RESPONSIBIUTY OF INC CONTRACTOR TO ARC/ AIL FIELD CONDITIONS AND COMPARE TN w AITM 111E CONSTRUCTION DOCUMENTS BEFORE COMIAEMONG AGRA nES. ERRORS. ONISSONS CR ANY OTHER NCONSSTENOES 05C0VERE0 SMALL BE REPORTED ro E AgMIIIELY REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 TITLE SHEET DATE JOB NO. 2/15/05 20457.08 A0.1 SHEET 1 OF 14 Attachment G SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 eAY5HORE HWY 6300 BLRLNGAME - CA - 94070 TEl 0650) 692 -990 el PAX (650) 692 -0181 ADIMfiSTRATION 6'-0' FACILITY (DOSTNG 1r THEATRE CONCESSIONS) TYR (TI UNDER SEPARATE FERMIT) SEE A,2.1 CONC. SIDEWALK (� (E) P CANOPY // PROVIDE AND INSTALL 4' DA, CONDUIT FOR CENDANT'S SECURITY SYSTEM TO MAINTENANCE ELDS. ELECTRICAL ROOM MAINTENANCE FACLITY (EXISTNG BOWING ALLEY) SEE A2.1 (Ti UNDER SEPARATE PERMIT) (II) PREFABRICA= CANOPY (SEE CANOPY DWI65) CAR ENTRY / EX . ,T .,, \7pAWq SICYCL- PARKING _ \ MAINTENANCE cr { I N /SUP 'R Re'f1 0' DRIVEWAY 6 _ V RE IDS uC B ,C. HEI) •R tl N ASPHALT PAVING • DEMOLISHED T/EATER (SEE CIVIU - N CI.R.9 TO PROTECT PED. WALKWAY (TYP) (N) 4-0' LONG WHEEL STOP (TYP • EMP -DYE t VISITOR PK6) N LANDSCAPING - SEE LAND. DP6 (TTP SHODI SHADED DARK) N 6 -0' FIDE CONCRETE COLORED PEDESTRIAN SIDEWALK (SMOPW HATCHED) N 6' -0• WIDE RAISED .� CONCRETE COLOR ` PEDESTRIAN V SIDEWALK • DRIVE AISLE - SLATE AC is PAVING TO MEET (N) RAISED SIDEWALK (5•0114 HATCH) MODIFY CORDS, LANDSCAPING E DRIVE AISLES AS REPO FOR FIRE TRJCK ACCESS AS SHOWN - SEE SHEET DAI.1 / CIVIL (5140/14 4 DASHED) EL CHARRO RESTAURANT (NC) SITE PLAN rSC " I Q Q '566 :6751' N FIRE DEPT GATE TO RESTAURANT SITE (N) HAN -GATE H) PIN -PAD SECURITY WASHNOTON STATE PATROL (NC) N FEXCE t SUARDRAIL (TYPE- DOLLAR RENT-A-CAR RU TYPE PC) LA 050APINS - SEE LAND. DIN65 9ARVEY DATA SOURCES: PROPERTY ..ALES: TRIAD ASSOCIATS, 04/1..04 SITE STARVE'. CP SURVEYING, 08/09;04 'M6'36S Q N TRASH EMC. 09JRE N/ CHU WALL E CHAIN LINK SA N/ \ ND SLATS - 5DE A2.15 / N SATE - M O•r a• W0 � I.: - AD. -8 5.7' 10'-0 IN) CONTIN)O.S FENC ! (N) GUAF • INTFRIGR OF LANDS.APIN6 Cm') • TRANSPORT VEHICLE TYPE SHALL BE ' ION TYPE 111 CONSDERT 'N'TERSTATE SEMITRAILER, LANDSCAPING - SYMBOL WE-ET SEE LAND. PT't 5 NL9 •5 L.1655 I 6..., 48.1 R • 4 -66 1 TRICK ACCEOA RDA c - 12' WIDE (ITT 0- 104 -- SHORT DASH) - ! I zin • 06' -II' . (E) LANDSCAPING N80 54. NOV 6 Tfi - S - T R 7 - - -- - r l ` LINO' X 40' STORAGE I CONTAINER I (!) LIGHT STANDARD - REMOVE I REPLACE VV . i- (SO SITE LIGHT FIRT. (TYP) - - SEE D SIGN -GUILD - .. ` . F ELF. O1'15S I F (5) FIRE HYDRANT PI/ 4 NN) BOLLARDS AS SHOWN (E) LANDSCAPING (CT? SHOWN SHADED LIGHT) (F) 6ILLIAM CREEK ei PER. SURVEY O DRAINAGE CULVERT N TRASH ENCLOSURE W/ CMJ WALLS 1 CHAIN LINK GATES HU TWO SLATS '- FIRE 'RUCK ACCESS ROVE - 20•-C• MIN. HIDE .Mc"' 5H0WR1 DAF 1D) 55.•SOV5 S• N6m5QS4TE 130' N26S56.) 444 �`• 131 4016 1 (E) LANDSCAPE /STRIP WJ N TYPE II LANDSCAPE - SEE LAND. DINGS N 5'-6' NIDE LANDSCAPE STRIP _Q 15 50 60 PROJECT DATA 70MNG RC (REGIONAL COIHEROAL) MR RING RI NI DING IISF OCNPANCY ADMINISTRATION OFFICE B (I FLOOR) MAINTENANCE OFFICE • TYPE TR (1 FLOOR) CAR MAIN TRANCE S-1 CUARDDOOTN 5ECUM TY U TYPE V (1 FLOOR) OTA CAR SASH, FUELING 5 -1 TYPE II (1 FL1 (6,159 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS 6054E E./PCFL I. 222304- 9101 -02 ?ARM_ 2 222304 - 9015 -07 SITE APFAR BUILDINGS 50.801 SF (E) LANDSCAPING 124.534 SF (N) LANDSCAPING 26.911 SF (E) PAONG 418.365 SF (INCLUDES TRASH ENCLOSURES OF 256 5 156 Sr) (N) PAYING M 314 SF TOTAL STE 658.989 SF CANOPIES (E) CANOPIES IN) CAN11PIE5 CANOPY TOTAL PARKING DATA SOVARE 5110 DING f00TACT MAINTENANCE MAINTENANCE OFFICE 9,715 SF (I FLOOR) CAR MAINTENANCE 20,614 SF (I FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUAR0800111 48 SF (I FLOOR) OTA 9.899 SF (I FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS 5.508 SF R SF 18.014 5F PARCEL P•RTT • 222304- 9001 -03 OIARTR• 222304- 9102 -01 SFTTON' TOWMWIP• BANfE PARKING ((FOI'IRFMFNTS 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF I STALL / 333 SF I STALL /1000 SF BICYCLE PARKING DATA SQUARE BICYCLE 8U2LOLILG f00TAGF RC2EI8F6ENTS ADMINISTRATION 16.684 SF I SPACE / 50 PKC STALLS (I FLOOR) MAINTENANCE 30.329 SF I SPACE / 50 PKG STALLS (I FLOOR) OTA 9.899 SF I SPACE / 50 MG STALLS (I FLOOR) (INCLUDING CANOPY) SHUTTLE PARK (NC) 120 1..50' -0 SITE NOTES ID ASSFIC•TCNN S'UAPE EDOTAGE TYPE IA 16.684 SF STAL_S EE21NRFD 30 21 SPACES BESJIEzt 2 30.329 SF 7 7111 SF 50.501 SF SW 1/4 OF SW 1/4 22 N3IV STALLS EEZDZI 31 23 53 SPACES 1 2 1. ALL PORN 11441 BE IN CONFORMANCE 0M THE WIN OF PROWLA ANTI 15E WASONGT. STATE STANDARD SPPEC:TROM :NS. NO 54644E OR (11 6110$ IS REQUESTED 46 Sr 2. EXISTING TOPOORAN5C 516515 PERFORMED BY OTIRRS 1 NO ADJONNG OEEM5 OR nu REPORTS ARE BERG SIW41n0. 4 140 MORN SIAl START UNTIL NECESSARY PERNTS ARE DRONED FROM AU. 1141.0.`EO AGENCIES. S. AU. POPP SNAIL BE DONE R •Con DANCE TO ET6STING SOIL REPORT. SEE CE•OANTs PROJECT MANAGER FOR REPORT. t. CENOAN1. BLLM 00455111 ASSOCIATES (BOA) .ND ME OTY OF TR04 9141 BE NOTIFIED N ADVANCE Fl CONOTONS MAT REWIRE ANT CHANGES FROM ARSE PUNS 7. ANY NECESSARY TRAPYIC TANIROL SRN!. BE 11(116 EEO N ACCORDANCE AMA ME REOUREMC5n OF n4 LATEST NAMUAL OF TRAFFIC CONTRCEY PIPID•CD BY ME NA50NGTGN DLruTMEN1 O TRANSPORTATION B ME REMOVAL O 6SRUCTIONS (PO1(0 PO/S. FENCES. RETMNRAS WALLS. TREES STRUCTURES NPRNES ETC) 9141 BE AT 711E CONTRACTOR'S ED44Y. 9. EXISTING STORM DRAW. SYSTEM FOR SITE AREAS NOT WOMB TO BC USED VRESS INDIAN 066550 ( • M PLAN. Rt OWL 10 OMNC WNS1R5C!IOL C'OISIRUCIIC'N ORERS 94411 7(Q1ANE A PROGRAM V DUST CONTROL 1N1UONG BUT NOI 114=0 TO. RA=RING SOL SURFACES AS REELED TO PRENENT CAST BLOPPAG. CONNING TRUCKS 1140115 Q RIADEP..LS TO NO FROM ME SHE. ANO EREC1ENT (SEAN-HP (STREET SPTEPNG) O 501 CANNED BY Cds1NUCnD• AEHIO( INES FROM THE SHE ONTO ROADWAYS COMPLY W M ALL WOES REORRE•0ITL SEE ORAL I ALL EACAA8POIS 4 N 0EPM Cl GREATER 914L1 BE SNORED AND BRACED ACCORDING TO STAR LAW 12. ALL CASTING MPR01,150 1 ROAANING AFTER O[M01101 DAMAGED DURING 0 SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SAISFACTRW CF VERDANT. SOS ANC ME CITY OF 1UN015 13. CONTRACTOR SHALL BE RFWDNSB E FOR ANY DMACE. 70 00MS OR ADJACENT NOTATE PROPERTY. CAUSED BY MS ACTNTIES AND 030 SHALL 1= RE9'ON9BLE FOR ANY OTHER 1YORN 1500014 PREANNNG SUCH 0A0Ali 14, AU. DEBRIS AND UNSUITABLE MATERIAL 0MN THE AREA OF WON. N404 ARE NOT INCORPORATED N ME WORK. SHALL BE REMOKD TO A LEGAL 151199= AT PE EXPENSE OF ME CONTRACTOR. IS. ME CONTRACTOR SHALL EXERCISE CARE 585 506550 NEM Ex51IN0 SAUTES M0 SHALL, BE RESPONSIBLE FOR ALL DAMAGE. BREAKAGE OR LEAKS CAUSED BY HIS WORN. CALL USA 48 YOURS BEFORE MONO. n. F MOAK IS NOT PERFORMED AT NIGHT. MERE 9141 BE 11O HOES OR STOIXPRFS OF MATERIAL IN/DN THE AREAS WERE NEHROJ AR 1R4F710 MAY OCCUR FROM B P1 TO I AM, ALL HOES SHALL BE BACKNLLEO OR PLATED AOR H - 1040NG I). WHERE EXISTING ABANDONED UNOERGROIND UTILISES ARE ENCOUNTERED MO MEV ARE IN OX6LC7 MM POPP ASSOCIATED 0M PPS CONTRACT. ME CONTRACTOR SHALL RE00K TMEM AS NEEDED AND 55905E Cr ME NATURAL ACCOOIHG TO THE LATEST OSHA REGULATION AND ME KING COUNTY REOJIREMENTS NOTIFY CENCANT AN0 BOA WHEN ERVING ABANDONED UNOERGROLNO UTUTKS APE DNCOUNIERLD. It CONTRACTOR SKALA BE RESPONSIBLE FOE HARNG • PERNT COPY CF CONSTRUCTION PLANS AT PROJECT 51E DURING CON51RIICPCN. 19. CONTRACTOR SHALL PROVIDE ONE SET OF 0(10500 'AS -9ULY' PLANS 5800110 ALL DEMATORS. O1MGE5, 0010RN5 410 DELETIONS FOR ALL AO... 20. DIMENSIONS APE EXACT AND NEED TO BE COORDINATE. MTN FlE10 CONDIT0115. On CURBS SHALL BE STRM01 LAS GRADED KNEEN ALL .055. 22. ALL SAY/ CUTS 5H•:: BE DINE EN A STRAIGHT LINE AND SMALL BE ACCEPTABLE TO BOA. SAW CUTS TO BE I DEEP MAY. 23. ALL. STREET IUPROKMENTS STALL BE CONSTRUCTED IN S111CT ACCORDANCE NTH Or) OF TIIKNU sr.N0+RD5. SPECNTCATONS. PUNS AND 4MENOMENTS 24. CONTRACTOR SHALL OOAC USA. EXCAVATE. REMOVE AND 0IPOSE OF ALL EIOSTNG c1NC0E= OR ASPHALT CIRORER PANNG CONCRETE CURS. GUTTER A1AD SIDEWALK AND DELETERIOUS MATRALS REOUR© TO CONSTRUCT ME CONTRACT WORN. ALL EXCESS MA TERIAL GENERATED BT 0(405004. EXCAVATOR AND GRADING SHALL BE OSPO5E0 or BY ME CONTRACTOR. DEMOUPCM WORN NOT 90414 IN ENTIRETY. 25. THE CONTRACTOR 91.00. NEREY All CPU, LOCATIONS. IT ORAL BE ME 'ONRACTOR'S SRI RESPONSBIUTY TO PROTECT ALL EES-NG ATLA=S 50 MAT NO DAMAGE RESULTS r0 11511 01056 ME PERFORMANCE O NoS CONTRACT. ME CONTRACTOR SHALL BE AEgINEO TO COORDINATE AND COGRERAOE WON TITER CONTRACTORS AND UTL'TY COMPANIES INSTALLING NEW SRUCTRE5, UTUTES AN0 SERMCES TO TIE OVEN*LL OF.ELOPMENT. CONTRACTOR 10 CONTACT USA REGARDING ALL U0UTTE5 28. *RESER . PAVEMENT IS BROKEN OR CUT N ME NSTA O ME WORK COVERED BY THESE 0000.1015. THE P1KMENT SHALL BE REPLACED, AFTER PROPER 9ADIIFR.UNG 0TH PAVEMENT lAR'RIALS EOU1L TO. OR BEllER MAN. ME MATERIALS USED IN ME OROIAL PA05G. 750 55150E0 PAVEMENT SHALL BE 91054011 TO ME APPROVAL OF BOA 27. THE CONTRACTOR AGREES THAT HE STALL ASSUME SOLE AND CCMPIEIE REESPOHSBIUTY FOR ..06 9TE 005001ORS DURING ME 0150E Of CONSTRUCTOR 6 THIS P 0.ECT. IN0UON0 SAFETY OF 41 PERSONS M0 PROPERTY. AND MAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ANT. TO NORMAL 'WORRYING NOR5. ME CONIPACTGH SHALL OSTEND. N00A0FY AN0 P0.0 CENOANT AND BOA HARMLESS FROM ANY AND ALL UABILTY. PEAL OR ALLEGED. 0 COHNECTON NTH ME PERFORMANCE OF NPA ON THIS PROJECT, EXCPTNG FOR UARUT AR19NG FR04 THE SOLE SEGURA - SCE O CONDANY OR BOA. 26 EXISTING UTUnES ME SHORN IN THEIR APROCNATE LOCA10NS 1ERF7 IN FlE1D. 29. A, GROSS SLOPES AT WALARAYS SMALL BE 1 /4 M.X. J0. SITE R PROPERTY LINES DMENNONS ARE PER SIWIEY. SEE CIVIL HORIZONTAL CONTROL PUNS FOR ALL STE OMEN90V5 AND CONTROL POSTS. 31. SEE OVA. PUNS FOR REOXRED WATER M1ALIT POCEDIIRES OARING CONSTRUCTION. SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1SS3 BAYSHORE HWY •300 Bl1RLNGAPAE - CA - 94010 Li TEL 0) 692 -99n (63 FAX 1650) 692-0701 NI NO. RENSION DATE IT IS THE RESPONSBIUTY OF THE CONTRACTOR TO KMEY ALL WELD CONDITIONS AR0 COMPARE MEN 0TH ME CONSTRUCTOR DOCUMENTS BEFORE COMMENCING ACTIN TIES. ERRORS. 0115510111 OR ANY OUTER INCONSSTENCIES DISCOVERED SHALL RIlEDIA TEEM BE REPORTED TO ME ARCHITECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 SITE PLAN r- 50' -0• DATE JOS NO. 2/15/05 20457.08 All SHEET 2 OF 14 ADIMfiSTRATION 6'-0' FACILITY (DOSTNG 1r THEATRE CONCESSIONS) TYR (TI UNDER SEPARATE FERMIT) SEE A,2.1 CONC. SIDEWALK (� (E) P CANOPY // PROVIDE AND INSTALL 4' DA, CONDUIT FOR CENDANT'S SECURITY SYSTEM TO MAINTENANCE ELDS. ELECTRICAL ROOM MAINTENANCE FACLITY (EXISTNG BOWING ALLEY) SEE A2.1 (Ti UNDER SEPARATE PERMIT) (II) PREFABRICA= CANOPY (SEE CANOPY DWI65) CAR ENTRY / EX . ,T .,, \7pAWq SICYCL- PARKING _ \ MAINTENANCE cr { I N /SUP 'R Re'f1 0' DRIVEWAY 6 _ V RE IDS uC B ,C. HEI) •R tl N ASPHALT PAVING • DEMOLISHED T/EATER (SEE CIVIU - N CI.R.9 TO PROTECT PED. WALKWAY (TYP) (N) 4-0' LONG WHEEL STOP (TYP • EMP -DYE t VISITOR PK6) N LANDSCAPING - SEE LAND. DP6 (TTP SHODI SHADED DARK) N 6 -0' FIDE CONCRETE COLORED PEDESTRIAN SIDEWALK (SMOPW HATCHED) N 6' -0• WIDE RAISED .� CONCRETE COLOR ` PEDESTRIAN V SIDEWALK • DRIVE AISLE - SLATE AC is PAVING TO MEET (N) RAISED SIDEWALK (5•0114 HATCH) MODIFY CORDS, LANDSCAPING E DRIVE AISLES AS REPO FOR FIRE TRJCK ACCESS AS SHOWN - SEE SHEET DAI.1 / CIVIL (5140/14 4 DASHED) EL CHARRO RESTAURANT (NC) SITE PLAN rSC " I Q Q '566 :6751' N FIRE DEPT GATE TO RESTAURANT SITE (N) HAN -GATE H) PIN -PAD SECURITY WASHNOTON STATE PATROL (NC) N FEXCE t SUARDRAIL (TYPE- DOLLAR RENT-A-CAR RU TYPE PC) LA 050APINS - SEE LAND. DIN65 9ARVEY DATA SOURCES: PROPERTY ..ALES: TRIAD ASSOCIATS, 04/1..04 SITE STARVE'. CP SURVEYING, 08/09;04 'M6'36S Q N TRASH EMC. 09JRE N/ CHU WALL E CHAIN LINK SA N/ \ ND SLATS - 5DE A2.15 / N SATE - M O•r a• W0 � I.: - AD. -8 5.7' 10'-0 IN) CONTIN)O.S FENC ! (N) GUAF • INTFRIGR OF LANDS.APIN6 Cm') • TRANSPORT VEHICLE TYPE SHALL BE ' ION TYPE 111 CONSDERT 'N'TERSTATE SEMITRAILER, LANDSCAPING - SYMBOL WE-ET SEE LAND. PT't 5 NL9 •5 L.1655 I 6..., 48.1 R • 4 -66 1 TRICK ACCEOA RDA c - 12' WIDE (ITT 0- 104 -- SHORT DASH) - ! I zin • 06' -II' . (E) LANDSCAPING N80 54. NOV 6 Tfi - S - T R 7 - - -- - r l ` LINO' X 40' STORAGE I CONTAINER I (!) LIGHT STANDARD - REMOVE I REPLACE VV . i- (SO SITE LIGHT FIRT. (TYP) - - SEE D SIGN -GUILD - .. ` . F ELF. O1'15S I F (5) FIRE HYDRANT PI/ 4 NN) BOLLARDS AS SHOWN (E) LANDSCAPING (CT? SHOWN SHADED LIGHT) (F) 6ILLIAM CREEK ei PER. SURVEY O DRAINAGE CULVERT N TRASH ENCLOSURE W/ CMJ WALLS 1 CHAIN LINK GATES HU TWO SLATS '- FIRE 'RUCK ACCESS ROVE - 20•-C• MIN. HIDE .Mc"' 5H0WR1 DAF 1D) 55.•SOV5 S• N6m5QS4TE 130' N26S56.) 444 �`• 131 4016 1 (E) LANDSCAPE /STRIP WJ N TYPE II LANDSCAPE - SEE LAND. DINGS N 5'-6' NIDE LANDSCAPE STRIP _Q 15 50 60 PROJECT DATA 70MNG RC (REGIONAL COIHEROAL) MR RING RI NI DING IISF OCNPANCY ADMINISTRATION OFFICE B (I FLOOR) MAINTENANCE OFFICE • TYPE TR (1 FLOOR) CAR MAIN TRANCE S-1 CUARDDOOTN 5ECUM TY U TYPE V (1 FLOOR) OTA CAR SASH, FUELING 5 -1 TYPE II (1 FL1 (6,159 SF CANOPY NOT INCLUDED) TOTAL BUILDINGS 6054E E./PCFL I. 222304- 9101 -02 ?ARM_ 2 222304 - 9015 -07 SITE APFAR BUILDINGS 50.801 SF (E) LANDSCAPING 124.534 SF (N) LANDSCAPING 26.911 SF (E) PAONG 418.365 SF (INCLUDES TRASH ENCLOSURES OF 256 5 156 Sr) (N) PAYING M 314 SF TOTAL STE 658.989 SF CANOPIES (E) CANOPIES IN) CAN11PIE5 CANOPY TOTAL PARKING DATA SOVARE 5110 DING f00TACT MAINTENANCE MAINTENANCE OFFICE 9,715 SF (I FLOOR) CAR MAINTENANCE 20,614 SF (I FLOOR) ADMINISTRATION 16,684 SF (1 FLOOR) GUAR0800111 48 SF (I FLOOR) OTA 9.899 SF (I FLOOR) (INCLUDING CANOPY) TOTAL PARKING STALLS 5.508 SF R SF 18.014 5F PARCEL P•RTT • 222304- 9001 -03 OIARTR• 222304- 9102 -01 SFTTON' TOWMWIP• BANfE PARKING ((FOI'IRFMFNTS 1 STALL / 333 SF 1 STALL / 1000 SF 1 STALL / 333 SF I STALL / 333 SF I STALL /1000 SF BICYCLE PARKING DATA SQUARE BICYCLE 8U2LOLILG f00TAGF RC2EI8F6ENTS ADMINISTRATION 16.684 SF I SPACE / 50 PKC STALLS (I FLOOR) MAINTENANCE 30.329 SF I SPACE / 50 PKG STALLS (I FLOOR) OTA 9.899 SF I SPACE / 50 MG STALLS (I FLOOR) (INCLUDING CANOPY) SHUTTLE PARK (NC) 120 1..50' -0 SITE NOTES ID ASSFIC•TCNN S'UAPE EDOTAGE TYPE IA 16.684 SF STAL_S EE21NRFD 30 21 SPACES BESJIEzt 2 30.329 SF 7 7111 SF 50.501 SF SW 1/4 OF SW 1/4 22 N3IV STALLS EEZDZI 31 23 53 SPACES 1 2 1. ALL PORN 11441 BE IN CONFORMANCE 0M THE WIN OF PROWLA ANTI 15E WASONGT. STATE STANDARD SPPEC:TROM :NS. NO 54644E OR (11 6110$ IS REQUESTED 46 Sr 2. EXISTING TOPOORAN5C 516515 PERFORMED BY OTIRRS 1 NO ADJONNG OEEM5 OR nu REPORTS ARE BERG SIW41n0. 4 140 MORN SIAl START UNTIL NECESSARY PERNTS ARE DRONED FROM AU. 1141.0.`EO AGENCIES. S. AU. POPP SNAIL BE DONE R •Con DANCE TO ET6STING SOIL REPORT. SEE CE•OANTs PROJECT MANAGER FOR REPORT. t. CENOAN1. BLLM 00455111 ASSOCIATES (BOA) .ND ME OTY OF TR04 9141 BE NOTIFIED N ADVANCE Fl CONOTONS MAT REWIRE ANT CHANGES FROM ARSE PUNS 7. ANY NECESSARY TRAPYIC TANIROL SRN!. BE 11(116 EEO N ACCORDANCE AMA ME REOUREMC5n OF n4 LATEST NAMUAL OF TRAFFIC CONTRCEY PIPID•CD BY ME NA50NGTGN DLruTMEN1 O TRANSPORTATION B ME REMOVAL O 6SRUCTIONS (PO1(0 PO/S. FENCES. RETMNRAS WALLS. TREES STRUCTURES NPRNES ETC) 9141 BE AT 711E CONTRACTOR'S ED44Y. 9. EXISTING STORM DRAW. SYSTEM FOR SITE AREAS NOT WOMB TO BC USED VRESS INDIAN 066550 ( • M PLAN. Rt OWL 10 OMNC WNS1R5C!IOL C'OISIRUCIIC'N ORERS 94411 7(Q1ANE A PROGRAM V DUST CONTROL 1N1UONG BUT NOI 114=0 TO. RA=RING SOL SURFACES AS REELED TO PRENENT CAST BLOPPAG. CONNING TRUCKS 1140115 Q RIADEP..LS TO NO FROM ME SHE. ANO EREC1ENT (SEAN-HP (STREET SPTEPNG) O 501 CANNED BY Cds1NUCnD• AEHIO( INES FROM THE SHE ONTO ROADWAYS COMPLY W M ALL WOES REORRE•0ITL SEE ORAL I ALL EACAA8POIS 4 N 0EPM Cl GREATER 914L1 BE SNORED AND BRACED ACCORDING TO STAR LAW 12. ALL CASTING MPR01,150 1 ROAANING AFTER O[M01101 DAMAGED DURING 0 SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SAISFACTRW CF VERDANT. SOS ANC ME CITY OF 1UN015 13. CONTRACTOR SHALL BE RFWDNSB E FOR ANY DMACE. 70 00MS OR ADJACENT NOTATE PROPERTY. CAUSED BY MS ACTNTIES AND 030 SHALL 1= RE9'ON9BLE FOR ANY OTHER 1YORN 1500014 PREANNNG SUCH 0A0Ali 14, AU. DEBRIS AND UNSUITABLE MATERIAL 0MN THE AREA OF WON. N404 ARE NOT INCORPORATED N ME WORK. SHALL BE REMOKD TO A LEGAL 151199= AT PE EXPENSE OF ME CONTRACTOR. IS. ME CONTRACTOR SHALL EXERCISE CARE 585 506550 NEM Ex51IN0 SAUTES M0 SHALL, BE RESPONSIBLE FOR ALL DAMAGE. BREAKAGE OR LEAKS CAUSED BY HIS WORN. CALL USA 48 YOURS BEFORE MONO. n. F MOAK IS NOT PERFORMED AT NIGHT. MERE 9141 BE 11O HOES OR STOIXPRFS OF MATERIAL IN/DN THE AREAS WERE NEHROJ AR 1R4F710 MAY OCCUR FROM B P1 TO I AM, ALL HOES SHALL BE BACKNLLEO OR PLATED AOR H - 1040NG I). WHERE EXISTING ABANDONED UNOERGROIND UTILISES ARE ENCOUNTERED MO MEV ARE IN OX6LC7 MM POPP ASSOCIATED 0M PPS CONTRACT. ME CONTRACTOR SHALL RE00K TMEM AS NEEDED AND 55905E Cr ME NATURAL ACCOOIHG TO THE LATEST OSHA REGULATION AND ME KING COUNTY REOJIREMENTS NOTIFY CENCANT AN0 BOA WHEN ERVING ABANDONED UNOERGROLNO UTUTKS APE DNCOUNIERLD. It CONTRACTOR SKALA BE RESPONSIBLE FOE HARNG • PERNT COPY CF CONSTRUCTION PLANS AT PROJECT 51E DURING CON51RIICPCN. 19. CONTRACTOR SHALL PROVIDE ONE SET OF 0(10500 'AS -9ULY' PLANS 5800110 ALL DEMATORS. O1MGE5, 0010RN5 410 DELETIONS FOR ALL AO... 20. DIMENSIONS APE EXACT AND NEED TO BE COORDINATE. MTN FlE10 CONDIT0115. On CURBS SHALL BE STRM01 LAS GRADED KNEEN ALL .055. 22. ALL SAY/ CUTS 5H•:: BE DINE EN A STRAIGHT LINE AND SMALL BE ACCEPTABLE TO BOA. SAW CUTS TO BE I DEEP MAY. 23. ALL. STREET IUPROKMENTS STALL BE CONSTRUCTED IN S111CT ACCORDANCE NTH Or) OF TIIKNU sr.N0+RD5. SPECNTCATONS. PUNS AND 4MENOMENTS 24. CONTRACTOR SHALL OOAC USA. EXCAVATE. REMOVE AND 0IPOSE OF ALL EIOSTNG c1NC0E= OR ASPHALT CIRORER PANNG CONCRETE CURS. GUTTER A1AD SIDEWALK AND DELETERIOUS MATRALS REOUR© TO CONSTRUCT ME CONTRACT WORN. ALL EXCESS MA TERIAL GENERATED BT 0(405004. EXCAVATOR AND GRADING SHALL BE OSPO5E0 or BY ME CONTRACTOR. DEMOUPCM WORN NOT 90414 IN ENTIRETY. 25. THE CONTRACTOR 91.00. NEREY All CPU, LOCATIONS. IT ORAL BE ME 'ONRACTOR'S SRI RESPONSBIUTY TO PROTECT ALL EES-NG ATLA=S 50 MAT NO DAMAGE RESULTS r0 11511 01056 ME PERFORMANCE O NoS CONTRACT. ME CONTRACTOR SHALL BE AEgINEO TO COORDINATE AND COGRERAOE WON TITER CONTRACTORS AND UTL'TY COMPANIES INSTALLING NEW SRUCTRE5, UTUTES AN0 SERMCES TO TIE OVEN*LL OF.ELOPMENT. CONTRACTOR 10 CONTACT USA REGARDING ALL U0UTTE5 28. *RESER . PAVEMENT IS BROKEN OR CUT N ME NSTA O ME WORK COVERED BY THESE 0000.1015. THE P1KMENT SHALL BE REPLACED, AFTER PROPER 9ADIIFR.UNG 0TH PAVEMENT lAR'RIALS EOU1L TO. OR BEllER MAN. ME MATERIALS USED IN ME OROIAL PA05G. 750 55150E0 PAVEMENT SHALL BE 91054011 TO ME APPROVAL OF BOA 27. THE CONTRACTOR AGREES THAT HE STALL ASSUME SOLE AND CCMPIEIE REESPOHSBIUTY FOR ..06 9TE 005001ORS DURING ME 0150E Of CONSTRUCTOR 6 THIS P 0.ECT. IN0UON0 SAFETY OF 41 PERSONS M0 PROPERTY. AND MAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE ANT. TO NORMAL 'WORRYING NOR5. ME CONIPACTGH SHALL OSTEND. N00A0FY AN0 P0.0 CENOANT AND BOA HARMLESS FROM ANY AND ALL UABILTY. PEAL OR ALLEGED. 0 COHNECTON NTH ME PERFORMANCE OF NPA ON THIS PROJECT, EXCPTNG FOR UARUT AR19NG FR04 THE SOLE SEGURA - SCE O CONDANY OR BOA. 26 EXISTING UTUnES ME SHORN IN THEIR APROCNATE LOCA10NS 1ERF7 IN FlE1D. 29. A, GROSS SLOPES AT WALARAYS SMALL BE 1 /4 M.X. J0. SITE R PROPERTY LINES DMENNONS ARE PER SIWIEY. SEE CIVIL HORIZONTAL CONTROL PUNS FOR ALL STE OMEN90V5 AND CONTROL POSTS. 31. SEE OVA. PUNS FOR REOXRED WATER M1ALIT POCEDIIRES OARING CONSTRUCTION. SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1SS3 BAYSHORE HWY •300 Bl1RLNGAPAE - CA - 94010 Li TEL 0) 692 -99n (63 FAX 1650) 692-0701 NI PR • (N) CANOPY (SHOW/ DASHED) (TYP) •PM/ It ■■•=•• SEE A2_1B FOR MAINTENANCE BULDPNG PARTIAL FLOOR PLAN B SEE A21A FOR MANTENANCE BULDNG PARTIAL FLOOR PLAN A t L.11 MAINTENANCE AND ADMINISTRATION BUILDINGS OVERALL FLOOR PLAN • 1/18'1 -O' 16 32 BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1535 BAYSHORE HWY •300 BURLI CAME - CA - 9 010 ® TEL (650) 692 -9911 FAX 1630) 692 -0181 RA NO. REVISION DATE iT IS THE RESPONSBILITY OF THE CONTRACTOR TO BERRY Alt FIE10 CONDITIONS AND COMPARE MEN RRTO ME CONSTRUCTION DOCUMENTS BEFORE COMMENONO ACRNRES. ERRORS OR■SIONS OR ANY OMER NCCNS DISCOVERED SNAIL PAMEOATTEELIY BE REPORSEO TO THE ARCNIIECT REVISED DRS APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 MAINTENANCE AND ADMINISTRATION BLDGS OVERALL FLOOR PLAN 1/1e•.f -o. DATE JOB NO. 2/15/05 20457.08 A2.1 SHEET 3 OF 14 PR • (N) CANOPY (SHOW/ DASHED) (TYP) •PM/ It ■■•=•• SEE A2_1B FOR MAINTENANCE BULDPNG PARTIAL FLOOR PLAN B SEE A21A FOR MANTENANCE BULDNG PARTIAL FLOOR PLAN A t L.11 MAINTENANCE AND ADMINISTRATION BUILDINGS OVERALL FLOOR PLAN • 1/18'1 -O' 16 32 BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1535 BAYSHORE HWY •300 BURLI CAME - CA - 9 010 ® TEL (650) 692 -9911 FAX 1630) 692 -0181 RA ..- VRU 6'DIA. DOLLAR'S • +' / \ / (TTP) ._.. �. _ (N) 20 RH ROLL-VP YVYOTOR RU CANOPY )) ASPHALT RAM' - SEE CIVIL MAINTENANCE BUILDING PARTIAL FLOOR PLAN A STORAGE J I® �I I II I II L 1 J ° L. _I L (tO ASPIULT RAMP - 5€! CIVIL (TYP • ROLL-LP DOORS) NEVI OIL ° SAL) 0 (OFCU Y/ASTE OIL ('500 SAL) O (OFCI) (I() DUILDINS DX7245K14 FOR FLUIDS ROOM (E) - EXISTING (N) - NEW ON - DOWN DIM TO I II D. TO 1 F.O.S. CENTER DIM TO 1 T-4 F.O.FIN. ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WAL (N) CNE -HOUR FIRE -RATED WALL (N) TWO -HOUR FIRE -RATED INSULATED 1/8•-T -0" (N) 0M0 WALL - SEE STRUCTURAL SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYS/400E HWY 4300 BURLNCAPAE - CA - 94010 ® TEL (630) 692 -9911 In FAX (650) 692 -0181 NO. REVISION DATE IT IS NIE RESRONNRIUT7 OF INC CONTRACTOR TO AERIFY AU. FIELD CONDITIONS AND COMP ARE TNEM WIN TN CONSTRUCTION BEFORE R ACC11ATITES E 5. OMISON SS OR ANT 001ER NCONSI5TENOES OSCONERED SHALL WMEOIATELY BE REPOIITD TO TIE ARO.TECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 MAINTENANCE BUILDING PARTIAL FLOOR PLAN A 1/8• -f -0• DATE JCS NO. 2/15/05 20457.08 A2.1A SHEET 4 OF 14 ..- VRU 6'DIA. DOLLAR'S • +' / \ / (TTP) ._.. �. _ (N) 20 RH ROLL-VP YVYOTOR RU CANOPY )) ASPHALT RAM' - SEE CIVIL MAINTENANCE BUILDING PARTIAL FLOOR PLAN A STORAGE J I® �I I II I II L 1 J ° L. _I L (tO ASPIULT RAMP - 5€! CIVIL (TYP • ROLL-LP DOORS) NEVI OIL ° SAL) 0 (OFCU Y/ASTE OIL ('500 SAL) O (OFCI) (I() DUILDINS DX7245K14 FOR FLUIDS ROOM (E) - EXISTING (N) - NEW ON - DOWN DIM TO I II D. TO 1 F.O.S. CENTER DIM TO 1 T-4 F.O.FIN. ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WAL (N) CNE -HOUR FIRE -RATED WALL (N) TWO -HOUR FIRE -RATED INSULATED 1/8•-T -0" (N) 0M0 WALL - SEE STRUCTURAL SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYS/400E HWY 4300 BURLNCAPAE - CA - 94010 ® TEL (630) 692 -9911 In FAX (650) 692 -0181 A. BIGYGLE PARKINS MATCH jr _LNE C Al2.1 I B A-2.8 I` _ I RU CHAIN LINK FENCE MI GATE AND -< SWPE GARD (W b' DIA. BOLLARD MP) N CANOPY SHOYH DASHED FLEE • rm 1 I I L _QJ L_OJ SALES 221 N &LASS IN (E) FRAMES (TYP) MAINTENANCE BUILDING PARTIAL FLOOR PLAN B SEE Al2.1 FOR ADMINISTRATION BULDNG Mill MIMI SEE A2.1A FOR BALANCE OF BULDNG ONLNE MANUALS Cn5I] STORAGE L —mJ !NI FLOOR GRAIN RU COMBINATION EMB26ENGY EYEYUSH SHOVER r — � I L —fl (`J GANO°Y W N FAEtRC FAGIN6 A M N L i MATCH LrE C Al2.1 B A2.1B (EJ ROOF EDGE (E) GMIC°Y W 65 FABRIC - �FGINb (E) - E%ISTNC f DIM TO I I I DM TO F.O.S. CENTER (N) - NEW DIDIM�TO -A t T DN - DOWN I F.O.FIN. I ALIGN (E) WALL seasamaen (N) CEILING HEIGHT ACOUSTICAL WALL (N) ONE -HOUR FIRE -RATED WALL 32 ® (N) TWO -HOUR FIRE -RATED INSULATED BLUNK DEMATTE ASSOCIATES ARCHITECTS MA 1555 6AYSHORE HWY 0300 B URLNCAAAE - CA — 94010 re TEL (650) 692 -9911 in saa FAX (650) 692 -0161 NO. REVISION DATE IT S THE RESPONSIBIUTY AO�F FIE CONDATOONNSS TO CC11PARE THEM N,M THE CONSTRUCTION AACUN ES ERRORS 0M10510N 0R ANT OTHER I■CONSISTENOES DISCOVERED SHALL IHMEDIATELT BE REPORTED TO THE AR011TECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TI KWLA. WASHNGTON 98188 MAINTENANCE BUILDING 1/13%4-0' PARTIAL FLOOR PLAN B DATE JOB NO. 2/15/05 20457.08 A2.1B SHEET 5 Of 54 A. BIGYGLE PARKINS MATCH jr _LNE C Al2.1 I B A-2.8 I` _ I RU CHAIN LINK FENCE MI GATE AND -< SWPE GARD (W b' DIA. BOLLARD MP) N CANOPY SHOYH DASHED FLEE • rm 1 I I L _QJ L_OJ SALES 221 N &LASS IN (E) FRAMES (TYP) MAINTENANCE BUILDING PARTIAL FLOOR PLAN B SEE Al2.1 FOR ADMINISTRATION BULDNG Mill MIMI SEE A2.1A FOR BALANCE OF BULDNG ONLNE MANUALS Cn5I] STORAGE L —mJ !NI FLOOR GRAIN RU COMBINATION EMB26ENGY EYEYUSH SHOVER r — � I L —fl (`J GANO°Y W N FAEtRC FAGIN6 A M N L i MATCH LrE C Al2.1 B A2.1B (EJ ROOF EDGE (E) GMIC°Y W 65 FABRIC - �FGINb (E) - E%ISTNC f DIM TO I I I DM TO F.O.S. CENTER (N) - NEW DIDIM�TO -A t T DN - DOWN I F.O.FIN. I ALIGN (E) WALL seasamaen (N) CEILING HEIGHT ACOUSTICAL WALL (N) ONE -HOUR FIRE -RATED WALL 32 ® (N) TWO -HOUR FIRE -RATED INSULATED BLUNK DEMATTE ASSOCIATES ARCHITECTS MA 1555 6AYSHORE HWY 0300 B URLNCAAAE - CA — 94010 re TEL (650) 692 -9911 in saa FAX (650) 692 -0161 • • PROVIDE MO INSTALL PiATON MOM IL BAN, TO N CANOPY RI DRDER TO CRAB SPACE ERTP 4 5.M. AND BA CANOPY PMTER6NT R4 CANCIFf. SE - PREFABRICATED PETAL B10.DIN6 BY wF DRA4119 3 D4 PRE-FAS CANOPY PV &UTTER / DOTNSFORS KI VENTS TO P2PIAIN SEE MECHANICAL • ELECTRICAL OTOS FOR (TA PIEbO TROT LOCATIONS MAINTENANCE BUILDING ROOF PLAN (FORMER BOWLING ALLEY) CENTER MECM. SCREEN, (RI IECM. UNIT BASE, POLL BRACES ON REPAIR BUILT-UP ,J' CENTER -LINE OF EX6. I ROOF TO MATCH D16. // 61.1FLIw BEAM ITT/ ALUM NORTH S SOAR .ECR SCAM )W15 ON CO TER -EPR OF EX&. MALIN, (M) ALIGN EAST 1 MST NECII. SCREEN PAILS ON CBTEIR a EPA 6U -LAN BENS TTTP) K SOFPER S S RPL` 424-3' NAP) - 114 CANOPf, BE PREFABRICATED METAL BIO.DIN6 ROOF DR.WN53 N EIFS PAN$16 FRAI-IN6 - SEE STRUCT. WOOD CURB @ MAMT. BLDG. ROOF SLOPE t/2' r - 0 EX6. P.RLINS (TM) ® MECHANICAL SCREEN SECTION @ MAINTENANCE BUILDING ROOF MCNANICAL SUPPORT (SEE STRUCTURAL) 20 6AUAE FLASHING 65M FLASHING PJ ORIP EPS! - ATTACH AS REOJIRED i - N B)ILT -P ROOF 4' FIEEROVS CANT STRIP 20 6BOSE FLASHING CENTER MECHANICAL _ SCREDN HALL BRACE SUPPORTS ONCENTER -LINE OF EX6. RRLINS (TIP) 1/7 - T -0• • fi BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE INJY 0300 BLRLBJOAME - CA - 94010 in TEL 1650) 692 -99Th ESE FAX (650) 692 -0141 NO. REVISION DATE IT S THE RESPONSIBILITY AU, TME FIELD CONIDIITTIONS AND C THEM *IIH THE CONSTRUCTION DOCUMENTS ERRORS OOE CR ANY OTHER INCONSISTENCIES BE REPONTED TO TOTE ARCHITECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 MAINTENANCE BUILDING ROOF PLAN vier -r -o• DATE JOB NO. 2/15/05 20457.08 A2.2 SHEET 8 OF 14 • • PROVIDE MO INSTALL PiATON MOM IL BAN, TO N CANOPY RI DRDER TO CRAB SPACE ERTP 4 5.M. AND BA CANOPY PMTER6NT R4 CANCIFf. SE - PREFABRICATED PETAL B10.DIN6 BY wF DRA4119 3 D4 PRE-FAS CANOPY PV &UTTER / DOTNSFORS KI VENTS TO P2PIAIN SEE MECHANICAL • ELECTRICAL OTOS FOR (TA PIEbO TROT LOCATIONS MAINTENANCE BUILDING ROOF PLAN (FORMER BOWLING ALLEY) CENTER MECM. SCREEN, (RI IECM. UNIT BASE, POLL BRACES ON REPAIR BUILT-UP ,J' CENTER -LINE OF EX6. I ROOF TO MATCH D16. // 61.1FLIw BEAM ITT/ ALUM NORTH S SOAR .ECR SCAM )W15 ON CO TER -EPR OF EX&. MALIN, (M) ALIGN EAST 1 MST NECII. SCREEN PAILS ON CBTEIR a EPA 6U -LAN BENS TTTP) K SOFPER S S RPL` 424-3' NAP) - 114 CANOPf, BE PREFABRICATED METAL BIO.DIN6 ROOF DR.WN53 N EIFS PAN$16 FRAI-IN6 - SEE STRUCT. WOOD CURB @ MAMT. BLDG. ROOF SLOPE t/2' r - 0 EX6. P.RLINS (TM) ® MECHANICAL SCREEN SECTION @ MAINTENANCE BUILDING ROOF MCNANICAL SUPPORT (SEE STRUCTURAL) 20 6AUAE FLASHING 65M FLASHING PJ ORIP EPS! - ATTACH AS REOJIRED i - N B)ILT -P ROOF 4' FIEEROVS CANT STRIP 20 6BOSE FLASHING CENTER MECHANICAL _ SCREDN HALL BRACE SUPPORTS ONCENTER -LINE OF EX6. RRLINS (TIP) 1/7 - T -0• • fi BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE INJY 0300 BLRLBJOAME - CA - 94010 in TEL 1650) 692 -99Th ESE FAX (650) 692 -0141 PLAZA ) 'E BAY SLAB BEYOND PLAZA MAINTENANCE BAY SLAB BEYOND Fa FINISH GRADE SCVTN 8 I &RADE ¢ 17, 17 CHAIN. 141 i5. MAINTENANCE BUILDING - NORTH ELEVATION (AT PLAZA) MAINTENANCE BUILDING - EAST ELEVATION (10 i15 ` N TRASH ENCLOSURE - 0' HIGH SPLIT -FACE CMU HA US S .H/ BLACK VINYL , CHAIN i NK/ WOOD SLAT SATES MAINTENANCE BUILDING - SOUTH ELEVATION (d CANOPY (N) ASPHALT RAMP TO &RADE, rm. 555 CIVIL N 11 1 50 N+[GHANICU .,14: SORE -R) r 14 FLASH NOTES SCOPE OF WORK O j pKST_O w.s+ER/cn oiRrt ■NUS - O2 aMP.Rm T ROT TD � lE) Q (N) METAL ROAD WALL ./ (E) 0DAC .AU O 0 (N) SNCDAT 0.AVER e/ (T) O CCONC., O MASONRY •NI - PANT O EIREEMONAY CANOPY SHOYBI IN SECTION O (BEHIND 0 1 SCREEN 1 N FLUID ROOM 1' 13 M (E) .,Twat LS .NSTAA 0. (A) CLASS O'ws N (E) AKS COX* /TN! TO NAION tE) T.) KTAL SPUNORL PROS REMONE (E) PLT.000 PANEL{ (E) CLM-LAN BEAUS - •AsT OR RomA0 Ap, SSCRRN ANICAL 13 IM■■■•■■■111■111 irk ti in gin_ es_______ — RISIU II L i L 13) -J C 12 O (N) nRTe6yf TED NET. F09M'. 14 CANOPY ./ FLM9N FACE WORT 0 ® O) V uNll) UETµ C 'LAS.. 0 (E. COLWNS (^� O ( A ) i rJT -FACE C HC. MASCMT Wµ1 ([) ME.TUTOI W (BETOTNO) (N) FAB0IC CUHOPT e/ (El Cµ*. 00.10000 ® in PLAZA CANOR - PONT O M) META. RAN% FASCIA e/ (E) SNNK:RIRE. ATTACH N (E) FASCIA AS RE D. (N) STOR .ONT DOOR • 14 1 L NIKO 0 N CANOPY N ASPHALT RAMP ro 5RADE, 11 rm. 5E= CIVIL 15 15 ` ,. i , GREET. ROLL-MP OMR - © 11 (N) NET* NAN DOOR - PA/NE V' ( B E) lOOS EEN FASO* wTHS• ® (N) 9000 RUT PuSTFR FR•ST ./ (0) CONCRETE NASONRY Kµ1 '10 CD • (N) EUO CNAU w OMR ./ Nom 4AlS Ml ANA A01µ YemE CRON9 u724 y RelcATEO Rozos ) • (N) PAMRD METAL B(TLUNS A T ERR 1 MUWC0 SEBEEA ./ CAP PASH.0 16 2 O . J 0 K PI) CONC. AIL ./ 15)05 • (E) [N00AEO MATT CNTKSER AL _PAWT • .µl PACK - SEE ELECTRKAL O ( BLACK WM. MUN -WI FENCE • wNOONS AND STOREFRONT DOORS TO DE CLEAR ANCCI}00 AL0RNOA Um SOH TINT GLAZING (MATCH CASTOR CLAM) 17 F 1/8'- T -0' (E) STOREFRONT DOORS 1/8 T -0" 7- 32 1/8'- T -O BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BIJRLNCAME - CA - 94010 ® TEL (6501 692 -991E FAX (650) 692-0101 la NO. REHJISION DATE IT IS THE RESPBNSIBIUTY OF THE CONTRACTER TO YERIFY Alt F1ELO CONOIRONS ARO CCRAPARE THEM RTTH M CONSTRUCTION R ME CTTIURES. E OR HIT OTHER .L N LE CONSSTENCIES E M) TO THE ARGMTECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 MAINTENANCE BUILDING EXTERIOR ELEVATIONS GATE JOB NO. 2/15/05 20457.08 A3.1 SHEET 7 OF 54 PLAZA ) 'E BAY SLAB BEYOND PLAZA MAINTENANCE BAY SLAB BEYOND Fa FINISH GRADE SCVTN 8 I &RADE ¢ 17, 17 CHAIN. 141 i5. MAINTENANCE BUILDING - NORTH ELEVATION (AT PLAZA) MAINTENANCE BUILDING - EAST ELEVATION (10 i15 ` N TRASH ENCLOSURE - 0' HIGH SPLIT -FACE CMU HA US S .H/ BLACK VINYL , CHAIN i NK/ WOOD SLAT SATES MAINTENANCE BUILDING - SOUTH ELEVATION (d CANOPY (N) ASPHALT RAMP TO &RADE, rm. 555 CIVIL N 11 1 50 N+[GHANICU .,14: SORE -R) r 14 FLASH NOTES SCOPE OF WORK O j pKST_O w.s+ER/cn oiRrt ■NUS - O2 aMP.Rm T ROT TD � lE) Q (N) METAL ROAD WALL ./ (E) 0DAC .AU O 0 (N) SNCDAT 0.AVER e/ (T) O CCONC., O MASONRY •NI - PANT O EIREEMONAY CANOPY SHOYBI IN SECTION O (BEHIND 0 1 SCREEN 1 N FLUID ROOM 1' 13 M (E) .,Twat LS .NSTAA 0. (A) CLASS O'ws N (E) AKS COX* /TN! TO NAION tE) T.) KTAL SPUNORL PROS REMONE (E) PLT.000 PANEL{ (E) CLM-LAN BEAUS - •AsT OR RomA0 Ap, SSCRRN ANICAL 13 IM■■■•■■■111■111 irk ti in gin_ es_______ — RISIU II L i L 13) -J C 12 O (N) nRTe6yf TED NET. F09M'. 14 CANOPY ./ FLM9N FACE WORT 0 ® O) V uNll) UETµ C 'LAS.. 0 (E. COLWNS (^� O ( A ) i rJT -FACE C HC. MASCMT Wµ1 ([) ME.TUTOI W (BETOTNO) (N) FAB0IC CUHOPT e/ (El Cµ*. 00.10000 ® in PLAZA CANOR - PONT O M) META. RAN% FASCIA e/ (E) SNNK:RIRE. ATTACH N (E) FASCIA AS RE D. (N) STOR .ONT DOOR • 14 1 L NIKO 0 N CANOPY N ASPHALT RAMP ro 5RADE, 11 rm. 5E= CIVIL 15 15 ` ,. i , GREET. ROLL-MP OMR - © 11 (N) NET* NAN DOOR - PA/NE V' ( B E) lOOS EEN FASO* wTHS• ® (N) 9000 RUT PuSTFR FR•ST ./ (0) CONCRETE NASONRY Kµ1 '10 CD • (N) EUO CNAU w OMR ./ Nom 4AlS Ml ANA A01µ YemE CRON9 u724 y RelcATEO Rozos ) • (N) PAMRD METAL B(TLUNS A T ERR 1 MUWC0 SEBEEA ./ CAP PASH.0 16 2 O . J 0 K PI) CONC. AIL ./ 15)05 • (E) [N00AEO MATT CNTKSER AL _PAWT • .µl PACK - SEE ELECTRKAL O ( BLACK WM. MUN -WI FENCE • wNOONS AND STOREFRONT DOORS TO DE CLEAR ANCCI}00 AL0RNOA Um SOH TINT GLAZING (MATCH CASTOR CLAM) 17 F 1/8'- T -0' (E) STOREFRONT DOORS 1/8 T -0" 7- 32 1/8'- T -O BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BIJRLNCAME - CA - 94010 ® TEL (6501 692 -991E FAX (650) 692-0101 la P N MECHANICAL ADMINISTRATION WILDINS P! w N i PE/ PLAZA OPEN ' N BLACK VINYL TO PLAZA I CHAIN-LINK FENCE BEYOND IPAY BATE I(BEYOND) % \ R MAINTENANCE BUILDING - WEST ELEVATION BRADE S 1 FLASH NOTES SCOPE of woRK ® REMOTE (E) PLreOD FMCS .STY. (N) GLASS A000.5 N (E) .NABS C0.0R / Tar To AUO. CO R AO:Ms' rN C0.d e/ r (TN) YFTK SoMM[L PANELS !p (E) PCYO'.E IE) 0.r '0 PARS .DSTNG a. STC0RGNO+ETF R• - O (N) YET. PANEL '.AL ./ (E) CORK 001 ® (E) a0-too DEANS - PANT 0 (TO SR•COAT FASTER e/ (E) NOT USED CPK 1MAsavor .AL - PLAT MAINTENANCE BOLDING 00 TOMBOLA TED NET. Exa.Oe CANOPY ./ IWDN FACE CANOPY STEEL fn(ra.S O lewCoke. Y I1 -FACE CONASO0Y N'AL - T ® A ) FABNC CANOPY e/ (E) CORD, AelbOnN s1WCT1 C . PANEL AAC TO FASCIA / E) F *S QA AS RED (N) 0/ (E) YET. COP FLASHING (E) T(N1EA1p1 COP (BEYOND) (N) STORED.OIT 0001 A (E) PLAZA CA1oP. - PANT (El WILDING ALLF1') � FLASH (E) WILDING TO(N) CANOPY (TYP) 000N © (N) 14TOE YAM 0001 - PANT ® (E) Pu 5101 FASO: 10 0 ® (N) SOF CWT MASI. OWN e/ (0) CbNOSR FIASOARY NAL ® (N) BAOT A+ ruN Lea CCON e/ .DaO s (4 f KT. ABOK MOUND • (N) MEfMN1CATED ENGLOSED YErK s • (N) PLATED YET. 14110000 • 0,0000 OM SEUREENON? DOORS TO BE CILw 8 DE (NI E R S I NON. S wwnN e/ NATO( OWING 0111 IRnT SQAA TNT GLAZING y (!) ETAL CANOPY N FL•JID ROOM v - rxreNBIOIM Ic 7 MAINT. BAY SLAB FIR. GRADE SOUTH N B' -O HIGH SPLIT -FACE CM, TRASH ENCLOSURE • D T. C AM. 0 N/ PANTED (E ) 00DTED •OURED ® ROLL PROT - SCE ELECTRIC. (N) TRACT( MNri OWN -uta FENCE BEYOND SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHNORE HWY 0300 BERLI NGAME - CA - 94010 ® TEL 0650) 697 -9911 M. FAX 16501 697 -0181 ME NO. REVISION DATE IT IS TNE RESPON SIBTLITY OF THE CONTRACTOR TO YERIFY AU. 1 10111 TIEESN COMPARE CONSTRUCTION DOCUMENTS BEFORE COAFIENONG C D E OR ANY 00100 INNCOM C SISTEN'EES DISCO0EREO SHAL ARWAATELY BE REPORTED TO REVISED ORB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 MAINTENANCE BUILDING EXTERIOR ELEVATIONS DATE 2/15/05 JOB NO. 20457.08 A3.2 SHEET 8 OF 14 P N MECHANICAL ADMINISTRATION WILDINS P! w N i PE/ PLAZA OPEN ' N BLACK VINYL TO PLAZA I CHAIN-LINK FENCE BEYOND IPAY BATE I(BEYOND) % \ R MAINTENANCE BUILDING - WEST ELEVATION BRADE S 1 FLASH NOTES SCOPE of woRK ® REMOTE (E) PLreOD FMCS .STY. (N) GLASS A000.5 N (E) .NABS C0.0R / Tar To AUO. CO R AO:Ms' rN C0.d e/ r (TN) YFTK SoMM[L PANELS !p (E) PCYO'.E IE) 0.r '0 PARS .DSTNG a. STC0RGNO+ETF R• - O (N) YET. PANEL '.AL ./ (E) CORK 001 ® (E) a0-too DEANS - PANT 0 (TO SR•COAT FASTER e/ (E) NOT USED CPK 1MAsavor .AL - PLAT MAINTENANCE BOLDING 00 TOMBOLA TED NET. Exa.Oe CANOPY ./ IWDN FACE CANOPY STEEL fn(ra.S O lewCoke. Y I1 -FACE CONASO0Y N'AL - T ® A ) FABNC CANOPY e/ (E) CORD, AelbOnN s1WCT1 C . PANEL AAC TO FASCIA / E) F *S QA AS RED (N) 0/ (E) YET. COP FLASHING (E) T(N1EA1p1 COP (BEYOND) (N) STORED.OIT 0001 A (E) PLAZA CA1oP. - PANT (El WILDING ALLF1') � FLASH (E) WILDING TO(N) CANOPY (TYP) 000N © (N) 14TOE YAM 0001 - PANT ® (E) Pu 5101 FASO: 10 0 ® (N) SOF CWT MASI. OWN e/ (0) CbNOSR FIASOARY NAL ® (N) BAOT A+ ruN Lea CCON e/ .DaO s (4 f KT. ABOK MOUND • (N) MEfMN1CATED ENGLOSED YErK s • (N) PLATED YET. 14110000 • 0,0000 OM SEUREENON? DOORS TO BE CILw 8 DE (NI E R S I NON. S wwnN e/ NATO( OWING 0111 IRnT SQAA TNT GLAZING y (!) ETAL CANOPY N FL•JID ROOM v - rxreNBIOIM Ic 7 MAINT. BAY SLAB FIR. GRADE SOUTH N B' -O HIGH SPLIT -FACE CM, TRASH ENCLOSURE • D T. C AM. 0 N/ PANTED (E ) 00DTED •OURED ® ROLL PROT - SCE ELECTRIC. (N) TRACT( MNri OWN -uta FENCE BEYOND SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHNORE HWY 0300 BERLI NGAME - CA - 94010 ® TEL 0650) 697 -9911 M. FAX 16501 697 -0181 ME -O FASCIA AND PILASTERS (TYP [2321 OFFICE 245 1. D1ST1 �T MATCH LYE C B M FAS AND PILASTERS (E) CANOPY -}� I (v (E) CANOPY Al2.1 AZ 2041 ' r_=t;t'� j � I RECEPTI rfri Z I !(1) tl • ' I j BLACK I '� VINYL CHAIN LINK FENCE MALROOM 2091 N N CONFERENCE EttEi (E) ELECTRICAL R alp] HALL (-021 MANAGER f 222"; ADMINISTRATION BUILDING FLOOR PLAN (6) <a,A SALE SEE A2.1 FOR MAINTENANCE BULDNG c• .� r ROOM N POOR IN (E) OPEN N &LASS STORETROW IFJ ® DOOR M OPENING N MOO. ALUM. MILLION TO MATCH (E.) TO RECEIVE T-BAR 0L& • 9' -0'. PAINT &LASS ABOVE N MILLION BLACK AS SPANDREL PANEL (TTP • PEST, SOUTH 1 EAST 51DE5) U MANAGER 4 (E) IFJ FASCIA AND PILASTERS (TYP)- cf _� ADM. ASSIST. [2381 C 9 16 IS) 32 — El I j 0 08 ARCADE 1 11 (6) - EXISTING (N) - NEW ON - DOWN 0 DIM TO F.O.S. 4 DIM TO N F.O.FIN. DIM TO CENTER ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL (N) ONE - HOUR FIRE - RATED WALL - (N) TWO -HOUR FIRE -RATED INSULATED (N) CMU WALL - SEE STRUCTURAL (N) EXT. METAL STUD WALL W/ EIFS ,/8 -0' MATCH LNE B A B AZ 1B • • BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 15535 BAYSHORE 1•IWY •300 Bl.RLPJCAA1E - CA - 94010 ® TEL (650) 692 -9911 FAX (65O) 692 -0161 NO. REVISION DATE IT THE PELD THEM A� OR IS THE RESPONSBIUTY CONTRACTOR TO TEMPI CONDITIONS AND WITH THE CONSTRUCTION � ES. OF AU. CONPARE ERRORS, ANT OTHER WCONOSTENCIES RE REPORTED STO DI REPTE M TE D TO LL E ARcHT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUCWLA INTERNATIONAL BOULEVARD TUCWLA, WASHINGTON 98188 ADMINISTRATION BUILDING FLOOR PLAN DATE JOB NO. 2/15/05 20457.08 Al2.1 SHEET Y OF 14 -O FASCIA AND PILASTERS (TYP [2321 OFFICE 245 1. D1ST1 �T MATCH LYE C B M FAS AND PILASTERS (E) CANOPY -}� I (v (E) CANOPY Al2.1 AZ 2041 ' r_=t;t'� j � I RECEPTI rfri Z I !(1) tl • ' I j BLACK I '� VINYL CHAIN LINK FENCE MALROOM 2091 N N CONFERENCE EttEi (E) ELECTRICAL R alp] HALL (-021 MANAGER f 222"; ADMINISTRATION BUILDING FLOOR PLAN (6) <a,A SALE SEE A2.1 FOR MAINTENANCE BULDNG c• .� r ROOM N POOR IN (E) OPEN N &LASS STORETROW IFJ ® DOOR M OPENING N MOO. ALUM. MILLION TO MATCH (E.) TO RECEIVE T-BAR 0L& • 9' -0'. PAINT &LASS ABOVE N MILLION BLACK AS SPANDREL PANEL (TTP • PEST, SOUTH 1 EAST 51DE5) U MANAGER 4 (E) IFJ FASCIA AND PILASTERS (TYP)- cf _� ADM. ASSIST. [2381 C 9 16 IS) 32 — El I j 0 08 ARCADE 1 11 (6) - EXISTING (N) - NEW ON - DOWN 0 DIM TO F.O.S. 4 DIM TO N F.O.FIN. DIM TO CENTER ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL (N) ONE - HOUR FIRE - RATED WALL - (N) TWO -HOUR FIRE -RATED INSULATED (N) CMU WALL - SEE STRUCTURAL (N) EXT. METAL STUD WALL W/ EIFS ,/8 -0' MATCH LNE B A B AZ 1B • • BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 15535 BAYSHORE 1•IWY •300 Bl.RLPJCAA1E - CA - 94010 ® TEL (650) 692 -9911 FAX (65O) 692 -0161 ADMINISTRATION BUILDING - NORTH ELEVATION s% MAINTENANCE WILDING (EXISTING E011-IN6.IJ.LEY) R I�R 10 x N / P • < 1 < < CO F- 2J 1 ALIGN O ALIGN ( @, I,P1 ADMINISTRATION BUILDING - EAST ELEVATION (E) &LASS STOREFRONT Now 15. _ ADMINISTRATION BUILDING - SOUTH ELEVATION (AT PLAZA) FLUSH PANEL JOINTS (TYP) • •...TC+OLED ,DINT (TYP) �(w MEOH. SCREE( (E) STOREFRONT DOORS FLASH NOTES SCOPE of WORK • f..7. PLASTER/COIM515 R.u3 - 4WK (C) .LY0000 I.R.ELS «STALL r (RI aASS NT TO 5 1 (E) ER.A45 caM / TINT TO N.TD1 (E) L/ TEIPME (455 C*M raT TO IN) INET. SR...EL 11.IELS - ■M (5) 50100 (5) 1111000 5u(LS O (N) IETAI PAr1C1. .ALL e/ (E) C01C NALL ® (E) mo - LAN acmes - P.w1 © (N) SF.ACO.I PLASTER e/ (C) ® (I) ROPTNG COAL NASOMY .NL - /Z, 14 O • . .. .. eC& ROOF MAINTENANCE C •'EATER PA _../ _. _ CONCRETE t&',5 SCREEN(BEYOND) _ OJT DOWN I .. .. .. _.. _ FEI&HT (TYP) 12. ADMINISTRATION BTLDIN6 (EXISTING 71fATE2 CONCESSIONS) 13 j (•1 PRRMwCArtD NEM. (KW. Fw91 FACE C.NMY • $ COWNNS ®� .N )SW E.M T -FACE CORC NASY .Au - ® ( IEFF/ PANEL F•501 e/ (E) 5MI:C5J5K. ARAM TO (5) FASCIA As RE* - FE 151 ? SAND P`AETER 13. TEXTIRE (Ty,, LIGHT SAND PLASTER TEXTURE (TYP1 12 1 1 ve•■ T -o- (.) P/C E) IET4 CAP M1A9+�G _ T • (E) aRT1U1M CO (SM.()) O ( STMESRwt Doan • ® (E) 01..10• CANOPY - SNOT ® MIEN. 5101 41 C001 - © (N) NETAL NAN DOER - RANT ® (N) PLASTER 5450* TO YArCM (0 M51ER FASO* ® (5) 5(WI COAT RA51M EN91 ./ (NI CO AEIE 1A30.1. RW 10 O (M) (SOOT (145.5( $1w 0Q N_ RA Y ./ (N) CPC_ ./ PN.CED .Om St.rs NE).L NM... ® M, N.M. 15 NEM. 10 MONO ® (E M00 MO POURED C F E me TN. NALL - RANT ® (N) F.V.0IRCAIEU EwiCSO) MUM. 501717 O (R) P.M AETAL 90LL.ROS ® (•) wAO( NRYL CR154-)1Pf FENCE • UNDONE ARO ST012mMT *003 TD SE REAR Y (CTfn� .NCAI SCREEN ./ (NAN100�a5 mWI 50)M TWIT OLADNG --/N) )HECK. SGREEI • 0 Rut PAC( - SEE OECI0CAL ,17 17 8 IA 1/8 - T -0 52 1/8 - T - a' N = ` SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSITORE HWY •300 B LRENCAw1E - CA - 94010 ® TEL (650) 692 -9915 rg FAX 1650) 692 -0181 NO. REV190N DATE IT IS THE PFSPONSIBIUTY OF THE END ER) 1D CORROIPONNS COMP P ALL S THEY .1M THE CONSTRUCTION AOCn 5TTE5 E C.SSION5 OR ANY OTHER STENCIES �ISICCONSI BE 191E AR REVISED ORB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS DATE JOB NO. 2/15/05 20457.08 A13.1 SHEET 11 OF 14 ADMINISTRATION BUILDING - NORTH ELEVATION s% MAINTENANCE WILDING (EXISTING E011-IN6.IJ.LEY) R I�R 10 x N / P • < 1 < < CO F- 2J 1 ALIGN O ALIGN ( @, I,P1 ADMINISTRATION BUILDING - EAST ELEVATION (E) &LASS STOREFRONT Now 15. _ ADMINISTRATION BUILDING - SOUTH ELEVATION (AT PLAZA) FLUSH PANEL JOINTS (TYP) • •...TC+OLED ,DINT (TYP) �(w MEOH. SCREE( (E) STOREFRONT DOORS FLASH NOTES SCOPE of WORK • f..7. PLASTER/COIM515 R.u3 - 4WK (C) .LY0000 I.R.ELS «STALL r (RI aASS NT TO 5 1 (E) ER.A45 caM / TINT TO N.TD1 (E) L/ TEIPME (455 C*M raT TO IN) INET. SR...EL 11.IELS - ■M (5) 50100 (5) 1111000 5u(LS O (N) IETAI PAr1C1. .ALL e/ (E) C01C NALL ® (E) mo - LAN acmes - P.w1 © (N) SF.ACO.I PLASTER e/ (C) ® (I) ROPTNG COAL NASOMY .NL - /Z, 14 O • . .. .. eC& ROOF MAINTENANCE C •'EATER PA _../ _. _ CONCRETE t&',5 SCREEN(BEYOND) _ OJT DOWN I .. .. .. _.. _ FEI&HT (TYP) 12. ADMINISTRATION BTLDIN6 (EXISTING 71fATE2 CONCESSIONS) 13 j (•1 PRRMwCArtD NEM. (KW. Fw91 FACE C.NMY • $ COWNNS ®� .N )SW E.M T -FACE CORC NASY .Au - ® ( IEFF/ PANEL F•501 e/ (E) 5MI:C5J5K. ARAM TO (5) FASCIA As RE* - FE 151 ? SAND P`AETER 13. TEXTIRE (Ty,, LIGHT SAND PLASTER TEXTURE (TYP1 12 1 1 ve•■ T -o- (.) P/C E) IET4 CAP M1A9+�G _ T • (E) aRT1U1M CO (SM.()) O ( STMESRwt Doan • ® (E) 01..10• CANOPY - SNOT ® MIEN. 5101 41 C001 - © (N) NETAL NAN DOER - RANT ® (N) PLASTER 5450* TO YArCM (0 M51ER FASO* ® (5) 5(WI COAT RA51M EN91 ./ (NI CO AEIE 1A30.1. RW 10 O (M) (SOOT (145.5( $1w 0Q N_ RA Y ./ (N) CPC_ ./ PN.CED .Om St.rs NE).L NM... ® M, N.M. 15 NEM. 10 MONO ® (E M00 MO POURED C F E me TN. NALL - RANT ® (N) F.V.0IRCAIEU EwiCSO) MUM. 501717 O (R) P.M AETAL 90LL.ROS ® (•) wAO( NRYL CR154-)1Pf FENCE • UNDONE ARO ST012mMT *003 TD SE REAR Y (CTfn� .NCAI SCREEN ./ (NAN100�a5 mWI 50)M TWIT OLADNG --/N) )HECK. SGREEI • 0 Rut PAC( - SEE OECI0CAL ,17 17 8 IA 1/8 - T -0 52 1/8 - T - a' N = ` SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSITORE HWY •300 B LRENCAw1E - CA - 94010 ® TEL (650) 692 -9915 rg FAX 1650) 692 -0181 FINISH NOTES scolE of woFac O E%ISTINC PLASTER /CONCRETE WALLS - PART 0 0 0 (N) SKIMCOAT PLASTER of (E) CONC. MASONRY WALL - PAINT REMOVE (E) GLASS. REPLACE of TEMPERED CLASS COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL 0 O REMOVE (E) PLYWOOD PANELS. INSTALL (N) GLASS WINDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (E) (N) METAL SPANDREL PANELS - REMOVE (E) PLYWOOD PANELS (E) GLU -LAM BEAMS - PAINT (N) ROOFING © CANOPY F 0/ FLUSH FACE CANOPY y & STEEL COLUMNS O (NNT -FACE CONC. MASONRY WALL - O 14 ® FRAF BRIC CANOPY of (E) CANOPY O (N) METAL PANEL FASCIA of (E) STRUCTURE. ATTACH TO (E) FASCIA AS RED. (N) 0/ (E) METAL CAP FLASHING - PAINT (F) VENnLAr0R CAP (BEYOND) ( WN N) DOWSSTORE• FRONT DOOR A (F) PLAZA CANOPY - PAINT P AINT METAL ROLL -UP DOOR - O (N) METAL MAN DOOR - PAINT (N) PLASTER FASCIA TO MATCH (E) PLASTER FASCIA (N) SKIM COAT PLASTER FINISH of (N) CONCRETE MASONRY WALL (N) BLACK CHAIN UNK DOOR ./ *COO SLATS (N) PAINTED METAL ABOVE GROUND FUEL TANK (N) PREFABRICATED ENCLOSED METAL SOFFIT ® (N) PAINTED METAL BGLLARDS ® ( S C FUSMINC SCREEN Ni J�1,1 (N) CONC. RAMP W/ PAINTED vv METAL MANORAIL (E) GROOVED POURED CONCRETE WALL - PAINT ® WALL PACK - SEE ELECTRICAL (N) BLACK VINYL CHAIN -LINK FENCE • WINOOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM YAM SOLAR TNT GLAZING (MATCH EKISnNC COLOR) (TT( SECT VAULT ENC1OBYE (BEYOND) ounnuannnimmmuinnums 11111111 1111111111111 ®1ma !' ADMINISTRATION BUILDING - WEST ELEVATION MEDUM SAND DIPS TEKTI.RE (TYP) ADMINISTIRATION BUILDING (E) THEATER (T✓) MECNANIC.AL SCREEN Q . OPEN TO , N CHAIN -LINK PLAZA FENCE YV BATE FIN. GRADE . MAINTENANCE BIIILDIN6 (D) BOFUN6 ALLEY O 16 52 V8-- T -0' SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAVSNORE HWY WOOD BURLAYCAAHE - CA - 94010 ® d TEL (650) 692 -9911 ZIA . FAX (650) 692 -0161 AZA NO. REVISION DATE IT IS THE RESPONSIBILITY OF DR Pao CONDITIONS AND COMP NEI( WHIM THE CONSTRUCTION A ACTUATES ERRORS. CARS SONS OR ANY OTHER WUCONVSTENOES HCEPERE SHALL E REP CRIED EWE ARCUIIEECT BE O ED tO REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWLA, WASHNGTON 98188 ADMINISTRATION BUILDING EXTERIOR ELEVATIONS LATE 2/15/05 JOB NO. 20457.08 A13.2 SHEET 12 OF 16 FINISH NOTES scolE of woFac O E%ISTINC PLASTER /CONCRETE WALLS - PART 0 0 0 (N) SKIMCOAT PLASTER of (E) CONC. MASONRY WALL - PAINT REMOVE (E) GLASS. REPLACE of TEMPERED CLASS COLOR / TINT TO MATCH (E) (N) METAL PANEL WALL o/ (E) CONC. WALL 0 O REMOVE (E) PLYWOOD PANELS. INSTALL (N) GLASS WINDOWS IN (E) FRAMES. COLOR / TINT TO MATCH (E) (N) METAL SPANDREL PANELS - REMOVE (E) PLYWOOD PANELS (E) GLU -LAM BEAMS - PAINT (N) ROOFING © CANOPY F 0/ FLUSH FACE CANOPY y & STEEL COLUMNS O (NNT -FACE CONC. MASONRY WALL - O 14 ® FRAF BRIC CANOPY of (E) CANOPY O (N) METAL PANEL FASCIA of (E) STRUCTURE. ATTACH TO (E) FASCIA AS RED. (N) 0/ (E) METAL CAP FLASHING - PAINT (F) VENnLAr0R CAP (BEYOND) ( WN N) DOWSSTORE• FRONT DOOR A (F) PLAZA CANOPY - PAINT P AINT METAL ROLL -UP DOOR - O (N) METAL MAN DOOR - PAINT (N) PLASTER FASCIA TO MATCH (E) PLASTER FASCIA (N) SKIM COAT PLASTER FINISH of (N) CONCRETE MASONRY WALL (N) BLACK CHAIN UNK DOOR ./ *COO SLATS (N) PAINTED METAL ABOVE GROUND FUEL TANK (N) PREFABRICATED ENCLOSED METAL SOFFIT ® (N) PAINTED METAL BGLLARDS ® ( S C FUSMINC SCREEN Ni J�1,1 (N) CONC. RAMP W/ PAINTED vv METAL MANORAIL (E) GROOVED POURED CONCRETE WALL - PAINT ® WALL PACK - SEE ELECTRICAL (N) BLACK VINYL CHAIN -LINK FENCE • WINOOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM YAM SOLAR TNT GLAZING (MATCH EKISnNC COLOR) (TT( SECT VAULT ENC1OBYE (BEYOND) ounnuannnimmmuinnums 11111111 1111111111111 ®1ma !' ADMINISTRATION BUILDING - WEST ELEVATION MEDUM SAND DIPS TEKTI.RE (TYP) ADMINISTIRATION BUILDING (E) THEATER (T✓) MECNANIC.AL SCREEN Q . OPEN TO , N CHAIN -LINK PLAZA FENCE YV BATE FIN. GRADE . MAINTENANCE BIIILDIN6 (D) BOFUN6 ALLEY O 16 52 V8-- T -0' SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAVSNORE HWY WOOD BURLAYCAAHE - CA - 94010 ® d TEL (650) 692 -9911 ZIA . FAX (650) 692 -0161 AZA "It stmt.% CAR DCA CAR MA W 1 . F..`T•____N1__ ®____ A_________ ®___11111____ SLOPE rz':Ir (TYP) TRASH ENCLOSURE N/ SPLIT -FACE CMU CHAIN LING 6ATE5 n/ WOOD SLATS R1E L DISPENSER (FD), TYP. 10' T5 (TYP) CONCRETE SLAB RD FD RO• RD ao 0 0 0 0 0 FUEL TAM( LANDSCAPE SL ND MF) - 6EE LANDSCAPE 0 BICYCLE PARKING L 6' CONC. CURS 0 6' • BOLLARDS cm.) 3 1 I I I . I ) I 12000 6N.LON ABOVE- 6RGVND FUEL TANK HOTSY FR_FMAJLFAGTLRED PRE -WASH CAR HASH ENTRY SYSTEM METAL CANOPY (OFG.I) (SHOY'El DASHED) IkILMik SLR_ Ziff pc V2':12' 2'SLAB DE'.'RSSION QTA FACILITY FLOOR PLAN 4 5 6 7 -DRAIN CONNECTED TO CAR WASH SYSTEM (TYP OF 4) - SEE CIVIL . . 6' CONC. O)RO P SMANUFAGTLRED CAR WASH EXIT METAL CANOPY (SHOVl4 DASHED) �ROCF DRAIN I OVERFLOW DRAIN (TYP) 5 6 DIA. BOLLARD CANOPY PAINTED, SPRAYED PLASTER FINISH o/ B' CM) )MALL (TYP) PAVEMENT HARKING (TYP) METAL MAN DOOR (TYP) 10 SPLIT -FACE CAST WALL MP) - SEE STRUCTURAL ASPHALT PAVING TRENT$ DRAIN (TYP) - 5EE CIVIL C❑ PR.MANFAGTLRED 6A5 iSL.O O METAL CANOPY (SHOW DASHED) 10 0 10 C) L16NT STANDARD 6' DIA BOLLARD'' (TYP) 1 12. . (W CONC. CURB --�> - SEE CIVIL 12 0 LEGEND (E) - EXISTING (N) - NEW ON - DOWN 16 4 DIM TO I I F.O.S. DIM TO I CENTER D 77 �T F.O FIN. ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL SEE IVY NOT L_© jy,lE "OUP MC ^A'EO 1 ° ALL NOT 1,SED TED W. (N) CMU WALL - SEE STRUCTURAL 52 1/8'•1 -0' BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 12100 BURL/VGA/NE - CA - 94010 rin TEL (650) 692 -9911 iggy 1 FAX (650) 692-0101 NO. RESISION DATE IT S THE RESPONSBILITY OF THE FIELD CONDITIONS AND CONPOOC TIT H 'NTH THE CONSTRUCTION AACT E OR ANY OTHER INCVNSSTENCIES DISCOVERED SHALL OOEDIA TELY BE REPORTED TO THE ARCHITECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON _ 98188 NEW QTA FACILITY FLOOR PLAN DATE JOB NO. 2/15/05 20457.08 A22.1 SHEET 13 OF 14 "It stmt.% CAR DCA CAR MA W 1 . F..`T•____N1__ ®____ A_________ ®___11111____ SLOPE rz':Ir (TYP) TRASH ENCLOSURE N/ SPLIT -FACE CMU CHAIN LING 6ATE5 n/ WOOD SLATS R1E L DISPENSER (FD), TYP. 10' T5 (TYP) CONCRETE SLAB RD FD RO• RD ao 0 0 0 0 0 FUEL TAM( LANDSCAPE SL ND MF) - 6EE LANDSCAPE 0 BICYCLE PARKING L 6' CONC. CURS 0 6' • BOLLARDS cm.) 3 1 I I I . I ) I 12000 6N.LON ABOVE- 6RGVND FUEL TANK HOTSY FR_FMAJLFAGTLRED PRE -WASH CAR HASH ENTRY SYSTEM METAL CANOPY (OFG.I) (SHOY'El DASHED) IkILMik SLR_ Ziff pc V2':12' 2'SLAB DE'.'RSSION QTA FACILITY FLOOR PLAN 4 5 6 7 -DRAIN CONNECTED TO CAR WASH SYSTEM (TYP OF 4) - SEE CIVIL . . 6' CONC. O)RO P SMANUFAGTLRED CAR WASH EXIT METAL CANOPY (SHOVl4 DASHED) �ROCF DRAIN I OVERFLOW DRAIN (TYP) 5 6 DIA. BOLLARD CANOPY PAINTED, SPRAYED PLASTER FINISH o/ B' CM) )MALL (TYP) PAVEMENT HARKING (TYP) METAL MAN DOOR (TYP) 10 SPLIT -FACE CAST WALL MP) - SEE STRUCTURAL ASPHALT PAVING TRENT$ DRAIN (TYP) - 5EE CIVIL C❑ PR.MANFAGTLRED 6A5 iSL.O O METAL CANOPY (SHOW DASHED) 10 0 10 C) L16NT STANDARD 6' DIA BOLLARD'' (TYP) 1 12. . (W CONC. CURB --�> - SEE CIVIL 12 0 LEGEND (E) - EXISTING (N) - NEW ON - DOWN 16 4 DIM TO I I F.O.S. DIM TO I CENTER D 77 �T F.O FIN. ALIGN (E) WALL (N) CEILING HEIGHT ACOUSTICAL WALL SEE IVY NOT L_© jy,lE "OUP MC ^A'EO 1 ° ALL NOT 1,SED TED W. (N) CMU WALL - SEE STRUCTURAL 52 1/8'•1 -0' BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 12100 BURL/VGA/NE - CA - 94010 rin TEL (650) 692 -9911 iggy 1 FAX (650) 692-0101 O NOT USED • NOT USED • NOT USED ® NOT USED • NOT USED NOT USED NOT USED • NOT USED ® (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS NOT USED NOT USED NOT USED (N) METAL MAN DOOR - PAINT NOT USED i2- 11 . NORTH ELEVATION ROW SOUTH ELEVATION (N) -FACE CONC. MASONRY WALL - NOT USED NOT USED (N) METAL CAP FLASHING - PAINT NOT USED (N) SKIM COAT PLASTER FINISH of (N) CONCRETE MASONRY WALL • (N) CHAIN UNK DOOR w/ WOOD SLAT O FUEL TANK (N) PAINTED METAL ABOVE GROUND (N) PREFABRICATED ENCLOSED METAL SOFFIT (TOP) • (N) PAINTED METAL BOLLARDS • NOT USED • NOT uSED • Nor user) e WALL PACK - SEE ELECTRICAL • WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT GLAZING (MATCH EXISTING COLOR) 10 9 L A j (BEYOND) K J.' H;:G WEST ELEVATION 0 A B >,.J 0 EAST ELEVATION 3 6 5 4 DUAL ME- D ISPENSER MASASO RY TRASH . E`IGLCSLRE WALL BEYOND ROOF SHOWN D ASHED (fP) FINISH NOTES � O ji 6 .5 4. 19 CONG. MASONRY HALL BEYOIO PLASTER TOOLED \ R,EL ISLAND i. / JOINT (TYP} DISPENSER ROOF OYU:FLOM SCUPPER (RO5) C77KTO J / / PR w\H 4 • 10; 10 NULL / FASCIA MOUNTED METAL HALIDE FIXTI,RE O /ROD ,..... ALI Y6N D .0 -I 3 ----- ( a)- - - - - -- O 5 - i (TYP) V8 T -0• J B ;A` V8 I-0" 1/8" T -0 12' V8 T-0' G H J K J K D lb 32 6 p BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1531 BAV94ORE HWY 9300 BUREIVGAME - U - 94010 ri TEL (630) 692 -9911 BM FAX (630) 692 -0161 1 a® NO. REVISION DATE T Is TNC RtSPONSISItJTV OR ^ ME CONTRACTOR TO KN., µy. tt COUP C S COrCO EN NCNG MMEON DOCUMENTS BEFORE COMMENCING OR S OR A ERRORS DINER . ( IS1tMC S ANY O U. O EDIA TE LT BE REPORTED TTO THE ARCHITECT REVISED DRB APPLICATION for CENDANT CAR RENTAL GROUP, INC. 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWLA, WASHINGTON 98188 QTA BUILDING EXTERIOR ELEVATIONS • DATEDATE 2/15/05 JCS NO. 20457.08 A23.1 SHEET 14 OF 14 O NOT USED • NOT USED • NOT USED ® NOT USED • NOT USED NOT USED NOT USED • NOT USED ® (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS NOT USED NOT USED NOT USED (N) METAL MAN DOOR - PAINT NOT USED i2- 11 . NORTH ELEVATION ROW SOUTH ELEVATION (N) -FACE CONC. MASONRY WALL - NOT USED NOT USED (N) METAL CAP FLASHING - PAINT NOT USED (N) SKIM COAT PLASTER FINISH of (N) CONCRETE MASONRY WALL • (N) CHAIN UNK DOOR w/ WOOD SLAT O FUEL TANK (N) PAINTED METAL ABOVE GROUND (N) PREFABRICATED ENCLOSED METAL SOFFIT (TOP) • (N) PAINTED METAL BOLLARDS • NOT USED • NOT uSED • Nor user) e WALL PACK - SEE ELECTRICAL • WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT GLAZING (MATCH EXISTING COLOR) 10 9 L A j (BEYOND) K J.' H;:G WEST ELEVATION 0 A B >,.J 0 EAST ELEVATION 3 6 5 4 DUAL ME- D ISPENSER MASASO RY TRASH . E`IGLCSLRE WALL BEYOND ROOF SHOWN D ASHED (fP) FINISH NOTES � O ji 6 .5 4. 19 CONG. MASONRY HALL BEYOIO PLASTER TOOLED \ R,EL ISLAND i. / JOINT (TYP} DISPENSER ROOF OYU:FLOM SCUPPER (RO5) C77KTO J / / PR w\H 4 • 10; 10 NULL / FASCIA MOUNTED METAL HALIDE FIXTI,RE O /ROD ,..... ALI Y6N D .0 -I 3 ----- ( a)- - - - - -- O 5 - i (TYP) V8 T -0• J B ;A` V8 I-0" 1/8" T -0 12' V8 T-0' G H J K J K D lb 32 6 p BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1531 BAV94ORE HWY 9300 BUREIVGAME - U - 94010 ri TEL (630) 692 -9911 BM FAX (630) 692 -0161 1 a® 4 0 o r a J Q I_ -- --- - -- 7`� } N \ / / - ` _y, TO l . 7. '2 N \ / A� / OPEt(TO / - .V O NOT USED • NOT USED • NOT USED ® NOT USED • NOT USED NOT USED NOT USED • NOT USED ® (N) PREFABRICATED METAL EYEBROW CANOPY w/ FLUSH FACE CANOPY & STEEL COLUMNS NOT USED NOT USED NOT USED (N) METAL MAN DOOR - PAINT NOT USED i2- 11 . NORTH ELEVATION ROW SOUTH ELEVATION (N) -FACE CONC. MASONRY WALL - NOT USED NOT USED (N) METAL CAP FLASHING - PAINT NOT USED (N) SKIM COAT PLASTER FINISH of (N) CONCRETE MASONRY WALL • (N) CHAIN UNK DOOR w/ WOOD SLAT O FUEL TANK (N) PAINTED METAL ABOVE GROUND (N) PREFABRICATED ENCLOSED METAL SOFFIT (TOP) • (N) PAINTED METAL BOLLARDS • NOT USED • NOT uSED • Nor user) e WALL PACK - SEE ELECTRICAL • WINDOWS AND STOREFRONT DOORS TO BE CLEAR ANODIZED ALUMINUM WITH SOLAR TINT GLAZING (MATCH EXISTING COLOR) 10 9 L A j (BEYOND) K J.' H;:G WEST ELEVATION 0 A B >,.J 0 EAST ELEVATION 3 6 5 4 DUAL ME- D ISPENSER MASASO RY TRASH . E`IGLCSLRE WALL BEYOND ROOF SHOWN D ASHED (fP) FINISH NOTES � O ji 6 .5 4. 19 CONG. MASONRY HALL BEYOIO PLASTER TOOLED \ R,EL ISLAND i. / JOINT (TYP} DISPENSER ROOF OYU:FLOM SCUPPER (RO5) C77KTO J / / PR w\H 4 • 10; 10 NULL / FASCIA MOUNTED METAL HALIDE FIXTI,RE O /ROD ,..... ALI Y6N D .0 -I 3 ----- ( a)- - - - - -- O 5 - i (TYP) V8 T -0• J B ;A` V8 I-0" 1/8" T -0 12' V8 T-0' G H J K J K D lb 32 6 p BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1531 BAV94ORE HWY 9300 BUREIVGAME - U - 94010 ri TEL (630) 692 -9911 BM FAX (630) 692 -0161 PROJECT NO.: 04051 DRAWN BY: AA ISSUE DATE: 11 SHEET REV.: 02 - 13 - 05 \• REVISIONS REVISED PER SEPA COUNENTS, 2 -15 -05 AA • AtSED SID A T. 01� 'uh't te. 1 �� ` to 518,1E / .� • X157 FIRE: BASIN NEW FS WN , G RYDRA,11 357.45 6'y Y E 5 94 CATCH 045<4 R M 357.36 • TOP OF 6' CLAY E 358.47 BOTTOM SO' BEND 35566 Column 0.0,11 FL • ' curb Flow Fo rvded CATCH BASIN RIM 337.44 TOP OF 5' CLAY E 358.44 BOTTOM 90' BEND 355.59 Se mannoi. 53 357.72 CATCH 8106 SOLID 00 RIM 35285 6' 01 S 346.53 IE BOTTOM 9O' BEND 346.33 STORM 961400.E RIM 35432 1T N" N 347 84 IE 1 0' CONC SE 347.59 IE EXIST. CURB TO_ BE REMOVED 0181 c14 SANITARY SE 'N• 94NHCCE W R 87.72 NW 00472 15 CONC IE 341.8 1. CONC LE 341.81 '_ Curb drop -1 Alohon Found rater A,en r doo.e coo N7019'44'E 1 � 90.86' 1 iy STORM ANHOLE - x1.342.58 IE 36' C HE 42.56 E ,858111 �9v, /d I 749 G WALL, -2 I punit _PROPO 83 DR IN m doOldup N //- A0014 80349 -•• 1, R14 353.75 RIM 355.51 .4 „...3r CMP NW .5 IE /6' CON_ 90 347.81 1E ; 5 4 E 347.75 1E rw S 22335 •, S 19620 CATCH B 56 RINI 381. 7 12' DI 355.2 5i 3 a 355. 7 358,3 SEE SHEET C12 FOR DETAILED GRADING EX. PAVEMENT TO BE REMOVED Po CATCH RIM 1r D N51'34'14'E 89.42' A A � Ith COP .nc ound plug 113400• iM tens 9,41 stomped Andte•an 29267 Found 5/8' r.PO P . 7 MR�A 2928.' ; 5 T ! 0 EX. PAVEMENT TO l _x no0 witn "!v BE REMOVED •4 Za 11'0 11'0 h Found 3 /6' rebm with 7Nart low 09' ltarnoed H 64 SEWER MANHOLE 51 RIM 35309 Aeoholt 8 15' ? NE 342.98 IE �• T 1 E 3435 55'06 340 IE 3.00 IE CATCH BASIN 50 6' CONC E 351,21 RIM 352.65 C 1 5 Found 3/5' robot with- N E 4' CONC 351.36 7.110 p et4mpod I Man. 9409' CATCH 80015 70 -�/ CROULAR UD 514 352.43 6" PvC S'•. 351.22 IE EX. PAVEMENT TO BE REMOVED SANITARY SEWER MANHOLE RIM 359.44 'S� IE 342.10 N 15" CONC IE 341.75 SW 5 0 5 '^" 6 N88'38'54'W , 186.89' STORM 1 00.34 MANMCtE RIM _52. ST 8' Dl 9 3 5 l I 10' CONC N "9 345.10 •E • 36' 00840 E 345.07 E CATCH 84014 RDA 350.73 6' 00'+0 .N 346.29 'E -- EX. PAVEMENT TO BE REMOVED SEWER 5604118 SEWER MANHOLE RR. 381 05 .5' GONG E 3341.05 S 15' LONG IE 340.18 SE 6.811'48 R- 477.68' L- 68.34' Foun oor wn, .1516 .of, 57756'12'E 22.75' " x:o- 4.57 j ` • = _... Por.r v:�4t N 30•40'27.E ' i `: :�. s „ i X78. j ` 'IR \ Y pole Gc.' '' our Ode 60.0 5TCP4 004 N MANHOLE RIM 3.6.2'` 1.040 343.80 741..0 .5 339.38 36' Lc 0 0 334 .38 S T OUA1 tr 0M. W s.k45b' A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. 15' neck." p Qd «19111 . r ' ONNECT ROOF DRAIN 7O EX. C8 DONN STREAM OF WATER QUALITY FACJUTI (ADMIN. BLDG ONLY) eecl490.s 6.0,0ueus CATCH 840,N TYPE 11 R IM 347.13 30" 0440 IE 339.32 W 38' CLAP :E 319.20 N l REORACEO EXIST. FIRE HYDRANT (TO REMAIN) OTA AREA I, t N 3 O O O l N89'30'S9'E 5.44' N89'30'59'E l z a I m C4TCN BASS 12' ADS IE 334 348.77 .e58uev! �,/ 12 ;.27 SE F ° t CILUAM CREEK 7 1 Se'c v.t. eul ; 1 If 735.97 l / .34�� STORM DRAIN MANHOLE Mdu61 l ; / 1' RM 350.15 r' //; 5 30' <2' ADS NE 347.23 IE TOP OF STRUCTURE 344 50 FLO03NE OF CATE VALVE 343.38 TOP OF 12' ADS SE 304.35 STORM DRAIN MANHOLE D ROOF RM 350.74 CONNECT 7i144" ADS S 3434 I ( 00140 NW 340. 73 IE S7 I`WI 12 ADS NW 3.29 :E �L�� 15' ADS 5E 13 iE 35' CONC NE 338.35. 47 1E 36' CONC SW 338.4 15 51004 DRAIN MANHOLE RI4 351.52 16' AD', SE 348.171E FLOW l'NE CF GATE 04L05 344.56 16 AOS N 34447 IE 00 06 STRUCTURE 347.54 B 1'T011 OF STRUCTURE 342,73 N3757'S4'W 166.00' CAIN BASIN RW 354 46 18' ADS IE 348.43 SE 15' ADS IE 349.40 NW CATCH BASIN 26 14 ORATE 354.28 5" PVC IE 352.96 NE N26'58'S9'W A.104 rotor with pelt. 41.94' CPO st0mpad 'Tnao. L5 22335( S 21402/LS 18094/LS 19620 Found rotor t+ yeil0w m o •t0oed d LS 22335( 21402 /15 15094/LS 19520 • CATCH BASIN 9IM 358.35 8' ADS E 350.83 E 18' A05 15 350.80 NW r V" ' 0 Fo n0 • o Z 1 �G6 r. G- A 11 22335 : 2 '8294' I ___ - .7 -.;.- • C a( -. O� ar A __ H a9A.g9Vis X59.54 /5 n 493 9 °°��� al } . �,. vW : ro 6 1 : q ij.n`r�r" ,oursL_ Ci1Dt "P P kl9 - r - 20; 7504 a4s ro dpa� 08572 r _ - :F m3T �.�_ nPe.y � _ vA/tL -ol 5050 Jt t� - I / 51.01 ,y tt; = <' D'• ..... - 11� 542.25' ,„. .r .1* i I .5 S. 1 s 1.: sl ARC et {--- x�K males Vii._ sM1. ,mte D O1 ` 7 q _ JO w L r 11 +v 9 +.Laml. ou a ➢•1L 000121. you 72 0468'38 W 2636.04' 'e1e 55 o t1�M 5,2 -H''O ELEVATION : 74.40 HORIZONTAL DATUM NAD 83/91 EARTHWORK ESTIMATE LESS THAN 500 CY. FILL J O Q Q - 60 i r 50 0 25 10 GRAPHIC SCALE SCALE : 1' - 50' 100 VERTICAL DATUM : (NASO 88) FOUND 3' BRASS DISC ON KUCXATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. LEGEND PROPOSED CB (TIRE 1) PROPOSED 8'o18' STORMFILTER VAULT -356-- PROPOSED CONTOUR EXISTING CONTOUR BUILDING OUTLINE BUILDING TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED PROPOSED TREE EXISTING TREE EXISTING CB (TOPE I) EXISTING CB (TYPE II) EXISTING FIRE HYDRANT - EXISTING WATER METER U EXISTING WATER VAULT EXISTING AREA LIGHT • EXISTING POWER VAULT • EXISTING SS CEANOUT $ EXISTING SS MH 33392F.S. �- SPOT ELEVA RON FINISHED SURFACE PRELIMINARY TIMM DRAM1NOO*J BW1 F'BCB4O LA[SLL. J.1100K7TIONAl IEMCW 1 l . 0 6 7 CO 0 WO) 0 34 3 E 2 o co „ z to N Z z „ •, ., W v¢0uSU. 11. U 4) r • .i PR6.MVARY C1NL SITE PLAN 040518801- P01DM0 C1.1 PROJECT NO.: 04051 DRAWN BY: AA ISSUE DATE: 11 - 17 - 04 SHEET REV.: 02 - 15 - 05 REVISIONS REVISED PER SEPA COMMENTS. 2 -15 -05 AA weer N y PP Watr i/ Poorer"' I vault TJ6 I. I 361.08* EX. 360.3 359.7 a amn CATCH 996:1 999 357.36 TOP Cc 9' CLAY E 356.47 90'709 90' SEND 355.56 ADMINISTRATION (NEW BLDG.) F.F. -359.7 (MATCH EXIST.) e. .:Ad ow, PROPOSED TYPE 1 CB ` Water manna• f l ) 9 9 a 2 iM Column SEWER MANHOLE R:M 356 52 f' PVC NW 353.05 IE 6' an,6 S 35.3.6 :E Aeon :9 EX PAVEMENT TO BE REMOVED AND REPLACED WITH LANDSCAPING. / Pcnner allophone +auit / M rant N5134'14 ° E 89.42' \ / 7 / / ' '7 Si/ V / / 1 � / (� ••• i d T� 3 / a p , ,e / / / / ' j ° ° ' '" 0 / I / ° / ° T ALONG'NEW / / 0 CUR�LRJE (TrP. ° . i� / NEW, /,0 drop A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 114 SEC. 22, T. 23 N., R. 4 E., W.M. I � 1z WAS' fORMflCITR VAULT (I7 CARTRIDC1S) \ EX1 T. (AD..OST R l / \ I te s Sao at . ± // 356. (MA TCH EX.) /, 356. • 20 0 10 20 40 a APlic SCALE SCALE : 1• - 20' PRELIMINARY TF@ OIMWlIOS AI! SUBJECT TO REYN O°a PRELIMINARY CIRADf 10 AND DRAINAGE 040314001- P02.0WG C1.2 w. REvMSiONS: EX. PAVEMENT TO BE REMOVED AND REPLACED WITH LANDSCAPING N51'34 - E 69.42' NOTE: SEE DEMOLITION PLAN (SHEET CO3) FOR OVERALL EX. CURB AND EX. PAVEMENT REMOVAL. 4' CONCRETE SIDEWALK EX. CURB TO BE REMOVED "9 i v ' 'WF✓(F"RAME GRATE E \ t— ' -- x' 360. 46,* E �\ J vault 1 361,08* Ex :_35 A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. F i / 359.0 1 REbSCATE I 'S. 7 , - ^ . EXISTING.SICN - J' `�y ,. \ NEW ASPHALT �.', ' . .`4,�� ) � *` ```` '� PAVEMENT V 7`""0 .05, Y t, f- SAWCUT UNE / - " ` t-r, 1' PAVEMENT MENT I I, C.".. ? <. ASPHALT PAVING 3599 358 7 358 2 1 �' ,( - A ✓ 3 58 _ IZ S r a t J j�� l t � 358.6! ' 9 558.8 6 1I' `� `' 17 0 )+I 1 557 8 1 I ® / // / :Arez#f"#x - I. I AM£ AND 55750 554.50 NII - 58 • ra'a'a 558.4 SAWCUT LINE 5:40 3'. CF 359.3 C13/2 I) — _ W/FRAME AND CR RIM 358 INV..352.50 NEW ADMINISTRATION BLDG. F.F. -359.7 (MATCH EXIST. THEATER FF) 358.8 3 5 ' IOLF 12 ST n£+ 14Nr6L In :155" •■ . 357.7 PROPOSED 8 �.. STORMFILTER ULi CARTRIDGES) R1M= 555.80 INV.350.I0(12'I INV. =347.80(t2'OU . EXiiff"rtP.E R CB r RIM- 352.6f -RAISE RIM TO MA TT tRADE) WV- J47.55(12'I1■9:a. 3.3I(EXt21Ccf16, OUT) � I -5+9.00(61X) t / 1 SAWCUT LINE =1 ....,...____ y. (TIP. I. All f o!r51oE UNITSI i ----- -- OF DEMOU(iONI I ' a ELEVATION : 74.40 GRAPHIC SCALE SCALE :1' -20' VERTICAL DATUM (NAM) 89) FOUND .r BRASS DISC ON KUCKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. HORIZONTAL DATUM NAD 83/91 EARTHWORK ESTIMATE : LESS THAN 500 C.Y. FILL —356— • I .53.92F.5 LEGEND PROPOSED CB (TYPE I) PROPOSED 8•x16' STORMFILTER VAULT PROPOSED CONTOUR EXISTING CONTOUR BUILDING OU TUNE BUILDING TO BE REMOVED EXISTING CURB EXISTING CURB TO BE REMOVED PROPOSED TREE EXISTING TREE EXISTING CS (TYPE I) EXISTING CB (TYPE 11) EXISTING FIRE HYDRANT EXISTING MATER METER EXISTING RATER VAULT EXISTING AREA LIGH • EXISTING POWER VAULT EXISTING SS CLEANOUT EXISTING S5 MH SPOT ELEVATION FINISHED SURFACE 44 902 , 1 E6..16 y4, 6. 2005 PROJECT NO.. 04051 DRAWN By' ISSLE DATE: 1117 04 SHEET REV.: 02 -1503 040510001- C04.OW0 SHEET OF • S • • REVISIONS „a• ` r E ••• • 3..sang (.... Fo,r0 coOLIes 9 •ts 4,44•42 stumped 'Aroerson 2926.' EXIST. FIRE HYDRANT (TO REMAIN) --- - ----- Srus *0,3, CuRB EXTRUDED CONCRETE ' • •• 2" COMPACTED DEPTH OF CL N Oi SAvocur LINE `-.... i I ----*". ..- ' -J NE.1Y. ASPHALT i 1 PAVEMENT 1 LIMITS OF DEMOLITION 4s5,25.5 5E55E9 u420.3.E 5 • 353.09 sE 3.5: 36 , E ? SSW :43 00 •E ° E 34340 :E LANDSCAPING 2.0' A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. REMOVE EX. PAVEMENT AND REPLACE. IT WITH LANDSCAPING ' ji : \ •-SAWCUT LINE (TYPICAL MIN. 44,4dt OUTSIDE LIMITS OF DEMOLITION) N8818 TIE g1.5i 5 3552,1 Pi 451 with'' F15,..rc .5/3' ovor 4.ts cA1c14 9.‘111 so (.... Pm 352 65 6' CONC E 35 2. E --- 4' CONE 12 351-31 .1 / I F.125 3/21 /etc. 4 - ---) r FLOW-THRU CHANNEL. SEE DETAIL. THIS SHEET 91111 A.. 3574: OF 6 CL.• E. 3' '• ••••••.• 187.81' • 'I 4 ! 0 • „ • C131s 34511 3: -- ct42..._43 L..: P.32 3°2 •5 9" .2.: 15v 35322 FLOW-THRU CHANNEL N. T.S. 356 3t \ • , (MA TCHi Ex. )1 \ I35 • 1 114- 2.--- •. • - a .„.„, .11 ; 2 N2 LANDSCAPING *040111 --- NEW EXTRUDED CONC. CURB MA 7tH EXISTING GRADE (TYP.) 4 <545.ste 2.473s E•Sts. Stu 3E/ 44 S CL45 E 350 44 4551152 50' 91 355 5, Se2, men.55.< 53 r. 357.72 11•939 , 7454,1•LE RP., 35 32 15 34 $4 , E • CONE2 5E 34? 59 •E REMOVE EX. PAVEMENT AND REPLACE IT WITH LANDSCAPING NOTE: SEE DEMOLITION PLAN (SHEET CO3) FOR OVERALL EX. CURB AND EX. PAVEMENT REMOVAL CATCH 045.11 53,5 Si 942 3E2 33 6" 0. 5.6 $3 •E ciOT 22:22. 34,133 FLOW-THRU CHANNEL SEE DETAIL THIS SHEET 1 - - c. las, R4,2 352 69 .. .....4 --. - 4 . - ----- ,...._ 45 1 3$1 9 11 .. -- -- - -. - - - - EX. CURB TO BE REIrOVED i -".-.... N88113 186.89' II ENTRY 55044 DRAIN 4 35252 3 6 ' 3 2 6 * 7 35'Cl 14411 Rim :50 73 5 I- 1' .113 5, 345330 iE NEW MAINTENANCE FACILITY (EXIST. BOWLING ALLEY) F.F.-359.7 (EXIST.) stor1'1e2 rstod 7' .5525 - 22335 2.402 - 2054' 95133 Che-”us 70011 FLOW- THRU SEE DETAIL, THIS SHEET - 44cnott 5-0.020o IIIMEN1111 251i 12 125 LF CONC. I TA froNG WALL REMOVE EX. PAVEMENT AND REPLACE WI IT TH LANDSCAPING .756.14F.S. 356 84F.S. TOP OF WALL-354.8± I BOTTOM OF wALL.354.2t 34 0 TOP_OF WALL...357.34 r-TOM OF WALL..355.6± SEE SECTION A E-E ABOVE EX. PAVEMENT -TO BE REMOVED AND 356.0 REPLACED VAN LANDSCAPiNG TOP OF WALL=359.38 BOTTOM OF WALL-357.5* • A" i y ,211 9 .352.06 '■ 356.6 Ci --• F! SEE SECTION F-F ON SHEET C04 I . ce/.3 f _ RI.V.4351.0t(MATCri EX.) INV.•350.. - _ r 354 • ...I, 353 92F.S. 4 • 354 356 70 0 10 20 40 GRAPHIC SCALE SCALE I' - 20' VERTICAL DATUM (NAVD 88) FOUND .3 BRASS DISC ON KLICKA TA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. ELEVATION : 74.40 HORIZONTAL DATUM : NAD 8.3/9I EARTHWORK ESTIMATE: LESS THAN 500 C.Y. FILL LEGEND • PROPOSED CB (TYPE I) PROPOSED 8 STORMPILTER VAULT -356-- PROPOSED CONTOUR --312 EXISTING CONTOUR BUILDING OUTLINE --- BUILDING TO BE REMOVED C EXISTING CURB (ND EXISTING CURB TO BE REMOVED PROPOSED TREE EXISTING TREE EXISTING CS (TYPE I) EXISTING CB (TYPE II) EXISTING FIRE HYDRANT EXISTING WATER METER 0.1) EXISTING WATER VAULT EXISTING AREA LIGHT EXISTING POWER VAULT • EXISTING SS CLEANOUT • EXISTING SS Am 353.92F.S. SPOT ELEvAnoN FINISHED SURFACE .RO,,EGT NO.: 04051 :204.65 BY. 4 SS...E. DATE. 'n-17-04 SHEET REV.. 02 ADING ANO DRAINAGE PLAN (MAINTENANCE BLDG) 5 SHEET OF PROJECT NC.. 04051 DRAWN Br. AA ISS,E OATS 11 -17-04 SHEET REV .' 02 -15-05 ' "._'REVISION r JOED CONC. CH EXISTING V.) 1 1 :3AN YA540LE 6m 35• 32 Ir: COW, N 347 A4 ,E CCLC 5■' ]4) :E a REMOVE EX. PAVEMENT AND REPLACE IT INTH LANDSCAPING FLOW- THRU CHANNEL SEE DETAIL THIS SHEET NOTE: SEE DEMOLITION PLAN (SHEET CO3) FOR OVERALL EX CURB AND EX PAVEMENT REMOVAL n " EX, CURB TO BE RE N8818'54'W 166.89' ST0R32 DRAIN M +NN0LE Ro+ 352 52 5" DI A 345 52 AE IC: CONC NN _ ,E 35" CONC E 3 +5.37 A C A rcs. NASIN Rim 353 73 6" CONC N 309.27 IE i a , ce pe - Irr r a d na a 1684'2 - 222:• - 4 + - 1039 Bock c...o 0700 c•k i . vo e Sc.: A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. 51043. .er,c_ curt. ir putter C4 TON BA5:N Ala ]52.69 6" CLA+ E 355 A . Aaarat FLOW -THRU SEE DETAIL THIS SHEET REMOVE EX. PAVEMENT ND REPLACE „ IT WITH LANDSCAPING � RAM 3`,2 cG�n I I It" 4Q�tn:4 +i = 25LF 12'ST 5'•0.0200 ., ^� TOP OF WALL.J54.6t M OF WALL.754.2t 125 LF CONC. RE TAINING WALL " 252. 354.0 TOP OF wALL.357.34 OF WALI..J55.63 E SEE SECTION E -E ABOVE n / 1 EX. PAVEMENT TO BE REMOVED AND 356.0 REPLACED WITH LANDSCAPING / +ac•aa / TOP OF WALL - 359.38 / BOTTOM OF WALL - 357.5± . N88'38'54 "W — . ;7 y 355,68FS. T ` F J� SEE SECTION F -F I ^a ON SHEET C04 CB#3 :(TYPEI) I RI6('353.Ot(MATCH EX.) INV. 4rJ50.0 .. - 1 I lf '1 I ; ! � J i 3 ! 1 1 1� / rn 1 / .I 353.92F.S. ,4 �J5i92F.S 354 J56. 354.6 356.6 356 356.44FS. 356.84F.S. 58 •- - - L SAWCUT LINE AS 'i: NECESSARY TD PRONDE ":i--- -SMOOTH TRANSITION FROM '!' A PROPOSE TO EXISTING GRfDE i s I 1! t 61.3 i C+TC " I A:JN M 359 25 - ]50.65 3 GATE HCILJSE TRUCK ACCESS ROUTE (w13-67) RADUIS PAM. SEE ARCH. PLANS FOR FULL TRUCK ROUTE. / REGRADED -- ENTRY DRIVE EX. PAVEMENT TO BE REMOVED ANO Ar,nrt REPLACED 91.1W LANSCAPING S. 1607H ST. � E li " b,oa N88•38'54'w 2636.04' at, or co/yelaS tom' I '014 493.91' Cr-1-1 r P� _ 6 c.' RAISED WALK BOTTOM OF WALL ELEVATION 20 GRAPHIC SCALE SCALE 2 1' — 20' NEW SECURITY FENCE TOP OF WALL ELEVATION SECTION E —E N. T.S. I0 20 40 NEW PAVEMENT FOOTING DESIGN BY OTHERS J o co 0 W Z F.Z ...... W 0ZOXIX vccoSt GRADING AND DFtAINAGE PLAN (DATE HOUSE) 000510,05- C06.DWG C06 SHEET OF A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. u.,:. maa.,ae NEW MAINTENANCE FACILITY 55 C (EXIST. BOWLING ALLEY) F.F. •359.7 (EXIST.) a nr:c 4anr:ct 355. MATCH EX q CB /2 (T1PE II, 48a) \ W/ SOLID 1.000NC LID ° \\ RIM- 355.80\ I M INV.-346.96(NI, f,/� I ' H 1 NI V..341.55±(NW CONNECT V EX. To r2' CONC. • 1 1. 1.) INV..341.54(E) 6 , 0 { o \ - -- \ \ ABANDON PORTION \ . • OF EK12' STORM ';. NEW OTA FACILITY (FUELING BAY) 1 3____ 172LF ROOF F.F.- 356.00 F.F.- 356.00 \ PROPOSED ACO DRAIN 1 `\ 5100K TRENCH DRAIN DRAIN SYSTEM. (CONNECT TO EXISTCB) SEE SHEET C07 356 00 ' IPEll AN 33 �� 1 e r i 'ca � 1 c c sE3.o90 1 CONNECT To �ST�frSrA Caw 3.0.93 '.. ADJUST RIM TO FINISHED GRADE " RIM - 354.00 if INV..340.95(12N) • PLUG EX. 12 ODN FROM INSID { ' RECHANN BASE 35563 NEW A.C. PA MEN CB /1 (TYPE I) w/ FRAME AND GRATE RIM •350.60 INV. •347.60 xda.M e B CA TCH Cm 157LF CONC. EXTRUDED ORB" . � 34f 2 TAT • C12/1 ?YP'E 1,. :4819 M1 W/ S DTTOCICINC LID 1 RIM- 54.94 ■ .. INV - 341.22, • J 1 \ AD:16ST EXISTING FRAME AND ,CRATE TO FINISHED GRADE j RIM-352 46.--- 340.95(12'N) PLUG EX. 12' STORM (N) • FROM INSIDE OF CB • PROPOSED CB (TYPE I) PROPOSED 8 STORMFILTER VAULT —356— PROPOSED CON TOUR - -356 EXISTING CONTOUR BUILDING OUTLINE BUILDING TO BE REMOVED EXISTING CURS 7 N „ EXISTING CURS TO BE REMOVED O PROPOSED TREE • EXISTING TREE ELEVATION : 74.40 GRAPHIC SCALE SCALE : 1' 20' VERTICAL DATUM r (NAM 88) FOUND .3 BRASS DISC ON KLICKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. HORIZONTAL DATUM : NAD 83/91 EARTHWORK ESTIMATE LESS THAN 500 C.Y. FILL NOTE: SEE SHEET C08 FOR CAR WASH/FUELING BAY SECTIONS. LEGEND EXISTING CB (TYPE I) EXISTING CB (TYPE II) {:... :: EXISTING FIRE HYDRANT • EXISTING WA'E.R METER EXISTING WATER VAULT EXISTING AREA LIGHT EXISTING PC'AER VAULT EXISTING SS CLEANOUT • EXISTING SS MH 353.92F. S. SPOT ELEVATION FINISHED SURFACE IA AY 6. 2003 PRO.,EOT NO.. 04051 DR X,YN BY. AA ISSUE DATE: 11 - 17 - 04 SHEET REV.: 02 - 15 - 05 GRADING AND DRAINAGE PLAN (OTA) XUOTIS00I- CO6 -A.DwC C6A SHEET OF y REAASIONS 1 / A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. 5- 0.OI00 NEW OTA FACILITY V,(CAR WASH) FF.- 356.00 CONNECT TO EXISTING SEWER I -- INV.- 350.5* OIL/WA TER SEPA UV660ySA BY U O W M. V. - NV.. 6.0 5L8.(E) 51.3 INN.- 354.88 CB (TYPE I) W/SOUD• LOCKING UT) RIM-356.'00 INN.- 352.81 APP OVED RM NEW OTA FACLIfY4•, , (FUELING BAY) 1 N. FF.-35600 1 124LF OF ACO DRAIN STOOK TRENCH DRAIN • 'N J9LF 6" SS SYSTEM 50.0100 5- 0.0060 \. INV..355.8 80LF 6 SS EX 3" DOMESTIC WATER METER TO REMAIN (SERVES THEATER 6& BOWLING ALLEY) II II Y II II It II — _J CO/OVERFLOW—, ..1', FOR CARWASH NEW 1" DEDUCT,' ME ' FOR OTA A TO LITY VAULT OR G 450•GAL RET -30 1 • T. i GILUAM CREEK 20 0 i0 20 GRAPHIC SCALE SCALE : T - 20' ELEVATION : 74.40 w VERTICAL DATUM : (NAN) 88) FOUND 3" BRASS DISC EN KUCKATA ROAD IN SOUTHEAST CORNER OF OVERPASS TO INTERSTATE 5. HORIZONTAL DATUM NAD 63/91 UT7L!]IES LOCATE NOTE THE LOCATION OF EXISTING UTILITIES SHOWN HEREON IS BASED ON INFORMATION OBTAINED FROM THE FIELD AND FROM RECORDS CENTRE POINTE ASSUMES NO RESPONSIBILITY FOR EXISTING UTILITIES SHOWN OR NOT SHOWN HEREON. CONTRACTOR IS ADVISED TO VERIFY THE EXACT SIZE. DEPTH AND LOCATION OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL CALL FOR UNDERGROUND LOCATE A T I -800- 424 -5555 PRIOR TO CONSTRUCTION. no C e...2 V 5 0 114 U 0. PRO :ECT NC.: 04051 DRAWN BY: AA ISSUE DATE: 11 -17-04 SHEET REV.: 02-15 -05 SANITARY SEWER AND WATER PLAN 040S — owc CO7 SHEET OF - REvIStONS: EXISTING PAVEMENT EXISTING PAVEMENT r COMPACTED DEPTH OF CL. "B" A.C. 4" COMPACTED DEPTH OF A.T.B. ALT..4 OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 9% OF MAX DENSITY 5' \--cep (TYPE I) A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. 35 NEW A.C. PAVEMENT EXTRUDED CONCRETE CURB EXISTING PAVEMENT S.3:± 5' NEW A.C. PAVEMENT 1 EXISTING PAVEMENT 45' NEW A.C. PAVEMENT (56' — 92') VARIES 25 . 32,_TiPT; S=5:± 25 55' CAR WASH BUILDING 45' NEW A.C. PAVEMENT 7%z 108' CAR WASH BUILDING IS' NEW A.C. PAVEMENT SEC770N A-A SCALE r-ia 43' FUELING BAY BUILDING ACO DRAIN (STRIP DRAIN) (LOCATE UNDER CANOPY) r COMPACTED DEPTH OF CL. "B" A.C. 4' COMPACTED DEPTH OF A.T.B. 1"( ) ALT.-4 " OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95% OF MAX DENSITY SECTION B-B SCALE r-iv Mr FUELING BAY BUILDING ...i. 1 27'NEW A.C. PAVEMENT 2TIVEW A.C. PAVEMENT 7.5' 1.5' 16f.2_4',T-i,ALTgz.--,11,-7.0,-111 .74-4-'4,. 3t , 111.57 - 71:tt - ", CONCRETE VERTICAL CURB (52' — 63') VARIES S" , 1 0:t EXISTING PAVEMENT SECTION C-C SCALE ma S.8%± 3.7rt 2" COMPACTED DEPTH OF CL. '3 A.C. 4" COMPACTED DEPTH OF A.T.B. ) ALT.=4" OF CRUSHED AGGREGATE COMPACT SUBGRADE TO 95% OF MAX DENSITY SECTION D-D SCALE my se NEW AC PAVEMENT COMPACT SUBGRADE TO 95% OF MAX DENSITY II' NEW A.C. PAVEMENT EXISTING CB EXISTING PAVEMENT EXISTING RETAINING WALL CONCRETE VERTICAL CURB 2" COMPACTED DEPTH OF CL. "13 AC. 4 COMPACTED DEPTH OF A. T.B. Iy-) ALT.-4' of CRUSHED AGGREGATE EXISTING PA VEMENT EXISTING PAVEMENT PROJECT NO.: 04051 D; A 1•Al ay, AA S.SuE DATE. 11-17-04 SHEET REV.: 02 SITE CROSS SECTIONS 04051SCSOI -CO8 SwG 008 SHEET OF 8' X 16' PRECAST STORMFILTER DATA OEAGN WATER QUALITY FLOW RATE (cIs) 0164 PEAK ROW RATE (ch) 1.05 RETURN PERIOD OF PEAR FLOW (YS) 100 9 OF CARTRIDGES REWIRED 17 CARTRIDGE FLOW RATE IT GPM STD) 7.5 MEDIA TYPE REPUTE PIPE DATA. I.E. MATERIAL DIAMETER INLET PIPE 91 350.10 ADS N -12 12' OUTLET PIPE 34710 ADS N -12 I2' RIM ELEVAPON(S): 355.80 ROW 355.70 LADDER ("E-S.LNO ANTI- ROTATION BALLAST METTAT W PPSPMN X' X' NOTES /SPECIAL REWIREMEN TS SHEET DATE BY RENSIOR ,,x 8' x 16' PRECAST STORMFILTER PLAN AND SECTION VIEW CTION V INC. STANDARD DRAWING _ STORMWATER (600) 316 -4667 1/2 ausw,, co 1 DATE: NO ISF ING REV610NS. .. FLOW KIT COMPONENTS A. ALL FLOW KIT COMPONENTS ARE PROVIDED BY STORMwA TER MANAGEMENT: 2055 NE COLUMBA BLVD. PORTLAND. OR 97211. 503- 240 -3393. B. FILTER MEDIA: FILTER MEDIA SHALL CONSIST OF ONE OR MOPE OF THE FOLLOW/AC: I. CSF MEDIA: P. FE 7ER'MEDIA SHALL BE WADE EXCLUSIVELY Cr FALLEN 0E0DUOIS LEANS MM LESS MAN 55 BY DOT REICH, OF 10007 OR GREEN YARD DEBRIS MATERIALS D. FILTER MEDIA SHALL BE GRANULAR AND SHALL CONTAN LESS MAN 0.55 FOREIGN MATERIAL SUCH AS GLASS OR PLASTIC CONTAMINANTS. MEDIA SHALL BE DRY AT ME TINE OF INSTALLATION MM A MOSTURE CONTENT (WET WONT BASS) NO GREATER 105 F. MAXIMUM LEAL 6 DUST FOR FILTER MEDIA SHALL BE DEFINED AS: MEDIA PASSING MROUGN A U.S. STANDARD DEW H SHALL HAVE NO MORE MAN 105 (BY MASS OF DRY MEDIA) PASSING A U.S. STANDARD SEW 945 n. FILTER MEDIA SMALL. BE BY STORMWATER MANAGEMENT OR APPROVED ALTERNATE. 2. PLEATED FABRIC INSERT PLEATED FABRIC INSERT SHALL BE CONSTRUCTED will A MINIMUM OF 75 SO-FT OF FABRIC PLACED BETWEEN TWO ALUMINUM ENO CAPS MM NEOPRENE GASKETS. ME OVERALL DIMENSIONS OF THE INSERT SMALL BE 16. OD. X ITS' I.D. X 18.23' TALL. ME FABRIC SMALL MEET ME FCLLOMNG SPECIFICATIONS 3. PERUTE MEDIA PERUTE MEDIA SHALL BE MADE OF NATURAL SILICEOUS VOLCANIC ROCK FREE OF ANY DEBRIS CR FOREIGN MA TIER. THE EXPANDED PERUTE SHALL BE PROPAGATION GRADE MM PARTICLE DIAMETERS RANGING FROM 0.125 TO 0.33 INCHES DRY BULK DENSITY TO RANGE FROM 65 TO 8.5 LBS /GU -FT. 4. ZEOUTE MEDIA NATURALLY OCCURRING OINOPTTIAUTE SHALL BE USED MM PARTICLEDIAMETERS BETWEEN I/B (0.125) TO I/4 (0.25) INCH. THE MINERAL'S CEOLOCCAL STRUCTURE IS POTASSLM-CALGUM- SODIUM ALUMINOSILICAIE. 2ECJTE IS ALSO AN INERT, NON - TOIOC SUBSTANCE 81100 IS FEDERALLY CLASSIFIED AS GRAS (GENERALLY REGARDED AS SAFE). PHYSICAL PROPERTIES AGO STABILITY ALKALI STABILITY BULK DENSITY CAPON EXCHANGE CAPACITY COLOR CRUSHING STRENGTH MOLECULAR RA PO (4/AL) A PORE SIZE (DIAMETER) SPECIFIC GRANRY SURFACE AREA SNEILING INDEX IRON-INFUSED MEDIA MCI -INFUSED MEDIA SMALL BE CREATED FROM PHENOLIC RESIN MOOD wM IRON PARTICLES 450 POLYMERIZED ro FORM OPEN CELLULAR FOAM. THE MAX DENSITY Or MF MEDIA SHALL BE BETWEEN 20 AND 50 L13/FT3 111)1 A MESH SIZE OF B X )i'. THE STOCK MATERIALS MUST BE FREE OF DEBRIS MM ME IRON PARTICLES BEING NON - REACTIVE AND NON- GREASED. PHYSICAL PROPERTIES SCREEN SZE GRAN SIZE BULK DENSITY PH PHOSPHORUS SORPTION DOT SHIPPING C FLIER CARTRIDGE 4 MESH 8 MESH 12 MESH 6 MESH 20 MESH 30 MESH PAN B. SILICONE JOINT SEALANT C. STAB - BASE D. BACKFLL E. F. SCREEN SIZE GRATING 140 PLEATS MEASURING 2.125' X I8.23' 1005 JO PE/PET BCOMPONANT FIBER WEIGITI 40 OZ/SO -YD THICKNESS: 19 MILS MULLEN BURST: 96 PSI COVETER PORDMETEM 36 MICRON TENSILE 577TENOM: MD 55 LBS. CD 16 LDS X PERUTE RETAINED BY VOLUME 0 754 45 TO 65 IO 75 3 TO 10 3 TO 10 I TO 5 TRACE TO 2 0 - 7 (PH) 7 - 13 (PH) 44 - 50 LBS/FT3 1.0 - 2.2 MEO/G Melt 2500 LETS/P43 5.1 4.0 A 2.2 - 2.4 057 752/03 NIL B X 3/II' 0.1 - 1/2 IN 22.1 L13/F73 6.5 B00 MG -P/SC PLASTIC ARTICLE/NOA- NAZAROOUS CARTRIDGES SHALL BE CONSTRUCTED FROM UNEER LOW DENSITY PO,IETHWBRE BOTTOM, TOY, AND INNER RING CUTER SCREEN SHALL CONSIST OF X'XM' OR EXT CALYANIZED WQDED WOE (16 GAGE MINIMUM) BONDED TO PVC, SCREEN FASTENERS TO BE ALUMINUM CR STAINLESS STEEL INTERNAL FITTINGS SHALL CONSIST OF ABS FITTINGS. PVC INNER CORE RIM A SIPHON DEVICE CONSISTING OF A POLYSTYRENE FLOAT. POLYPROPYLENE BALL VALVE MM STAINLESS STEEL CONNECTORS. OUTER FILTER FABRIC SMALL BE FIBERGLASS 10X8. CLEAR MESH. INNER RRLTER FABRIC SHALL BE WOVEN POLIEMttENE MM A 20 US DEW OPENING SIZE. ALL MISCELLANEOUS SCREWS. NUTS, AND FASTENERS TO BE STAINLESS STEEL OR ENDNEER APPROVED. ALL WATER SORT FITTINGS TO BE SEALED MM SEALANT IN CONFORMANCE PITH FDA REGULATION 21 CFR 175.000. 2. CARTRIDGES SHALL HAW FILTER MEDIA INSTALLED (SEE SPECIFICATION ABOVE). .I RESTRICTOR DISKS.•ORR'ICE PLATT SHALL BE SUPPLED WTN EACH CARTRIDGE TO RESTRICT FLOW RATE ro 15 GNI MAXIMUM. D. FLOW SPREADER: SHALL BE CONSTRUCTED OF LOPE BY STORMWATER MANAGEMENT. E. PVC PIPING (INSIDE FILTER): ALL INTERNAL PVC PIPING AND FITTINGS SHALL MEET ASTM 07785. O. FLOW SPREADER FRAME: SHALL BE MADE OF PVC OR REINFORCED FIBERGLASS BY STORMWATER MANAGEMENT. N. HARDWARE: SHALL BE STAINLESS STEEL. CONTRACTOR PROVIDED COMPONENTS DRAIN PIPE SHALL BE AASHTO 6232 TYPE S HOPE SLOTTED (PERFORATED). ALL PIPE JOXNI'S SHALL BE MADE ACCORDING TO MANUFACTURERS SPECIFICATIONS. SILICONE SEALANT SHALL BE PURE RN SNCONE CONFORMING TO FEDERAL SPECIFICATION NUMBER TT 5001543A OR TT S00230C OR ENGINEER APPROVED. SUB -BASE SHALL BE 6' MINIMUM OF 3/4' MINUS ROCK. 935 COMPACTION. COMPACT UNDISTURBED SUB -GRADE MATERIALS TO 955 OF MAXIMUM DENSITY AT 4/- 25 OF OPPNUM MOISTURE. UNSUITABLE MATERIAL BELOW SUB -GRADE SHALL BE REPLACED TO SITE ENGINEER'S APPROVAL BACKFILL SHALL BE 3/4' MINUS ROCK (955 COMPACTION), OR AS OTHERMSE SPECIFIED IN ME PROJECTS GENERAL TECHNICAL SPECIFICATIONS ALL GRATING TO HAW A HOT DIPPED GALVANIZED FINISH AND SHALL BE CONSTRUCTED IN CONFORMANCE WM AMERICAN NATIONAL STANDARD ANSI/NAAMM 537 -91. GROUT CEMENT -TYPE GROUT SHALL BE NON - SHRINK GROUT MEETING THE REQUIREMENTS OF CORPS OF ENGINEERS CRD -0588. SPECIMENS MOWED, CURED AND TESTED IN ACCORDANCE WM A57M C -I09 SHALL HAVE MINIMUM COMPRESDW STRENGTH OF 6.200 PSI. GROUT SHALL NOT EXNIBT VISIBLE BLEEDING. A PORTION OF SOUTHWEST 1/4 OF SOUTHWEST 1/4 SEC. 22, T. 23 N., R. 4 E., W.M. G DOORS: BAFFLE WALL ( TYP ) 8' x 16' STORMFILTER - PLAN VIEW O i scA.L. N.1.5. 1 GRADE RN ('Y P) VA:ExGRA V.N;F2LD STGRVO•TER C•R iDGE (r1P) (SEE NOTE 2) 8' x 16' STORMFILTER - SECTION VIEW sc.:. M.I.S. 30 • FRAME AND COYER 5.2OIT 6) ' U I I I 1111111 ; 1 1 �'I■1 `ZOO I,',�I�I�MI��j�I�1- 0 i - . DOORS SHALL HAW HOT DIPPED GALVANIZED CORERS MM RECESSED LIFT HANDLE AND A LOGONO LATCH 8151 3/B• PENTAHEAD BOLTS PENTAYEAD KEY TO BE FRONDED FOR FILTER DOORS. N. LADDER BOLT -ON LADDER SHALL HAVE A NOT DIPPED GALVANIZED FINISH. PULL UP LADDER EXTENDER SHALL EXTEND A MINIMUM OF 24' ABOVE NE TOP RUNG OF UDDER. F COST -IN-PULE CONCRETE AND REINFORCEMENT 1. CONCRETE SHALL BE 3000 PSI. 28 DAY STRENGTH, 3/4 INCH CRUSHED ROCK, 4 INCH SLUMP MAXIMUM, PLACED 1417111N 90 MINUTES CF INITIAL WANG 2. REINFORCEMENT STEEL TO BE 60 KS DEFORMED. FREE OF RUST AND CLEAN. J. PRECAST CONCRETE ALTERNATIVE IS ACCEPTABLE. J 3 -SIDED PRECAST CONCRETE COWER I. PRECAST J -SIDED CORER TO BE DESIGNED IN ACCORDANCE MTH ME 'STANDARD SPECIFICATIONS FOR MICHWAY BRIDGES' ADOPTED BY ME AMERICAN ASSOGASON OF STATE HIGHWAY TRANSPORTA SON OFFICALS, 1992. 1 CAST-IN-PLACE ALTE.RNA TINE IS ACCEPTABLE. CONTRACTOR TO PROVIDE SEALED STRUCTURAL DRAMNGS FOR RENEW BY ENGINEER. ENERGY o sE.PA IGR PE.RAIANEN T POO. 1308 SPREADER (TIP) THE STSINVATER MANAGEMENT SlormFiller U.S. PATENT No. 5,375.629, No. 5.70 No. 9.027.639. No. 5.921576. AND OTHER U.S. AND FOROCN PATENTS PENDING SHEET DATE 2/2 05/25/00 BY r REASON ESCMED BY:_a5_ DRAWN BY: DATE: .45_ GENERAL NOTES I.I SI StW11 FY MM ..ra mmeaco•Ma wt, AM MAra, Pro. amtma- WT. I) mmPS M • ar.a. -.cwlm An 511)..r..c 1 •S YLU,OI(R RW I N AC 0.03MCIID w •COW0••l WI/ •fN Fm! •7 31.01TP ul SfI WY Or 0.. raw Farr TO WILT. .aar Ara WILT TO AC M tIfl 4r 0•4.. Awl •00.000 4T. CO.MMId }) AT W AFT SiRWNA CO.. WM Ona• CP.9 Wpm. 01 KNOOtars m aLT•01A.CT LOC W 01 o) AT .W ct WrM nLN.NrS roll coN/Om Or AO3ss WNW, RS Fa Om. Arrows• • 91...0•00 S•SRMR KY.11 F) NI or.Nw WMASF N N 810581 Fr 0019817 a ®ro. *. T MAS r raw aIM Atwam or 4ow 0527 o VNAr. •.....sr wrwws ro ro r NOW. Er C.WkIOR 4..7 Owls NON. INANNANE NOV N WAWA OM Ara ouN11.IMR2 01.anK3 rq LNTAa1 s) ecru. 01 *Ova oar ACTUAL mu LT 0.40.9.5 ANO rc xiu. 10. IC) si 'L f a.s ., r ,wax 05 wrn98s out, w.YLW AFnflO ro HIL M'KOrILD w SIR NAN3 ►- 6. ZJ 8' x 16' 5L•IE: STORMFILTER - SECTION V EW 6.6.. 6.2C -� r 9. - TOP VIEW IL. 8' so 16' PRECAST STORMFILTER DETAILS AND NOTES STANDARD DRAWING PROJECT NO.: GRAVIG LE NAME. FI %005 ISF616.D i THE STORMXATER MANAGEMENT StortnF ilIRr' U.S. PATENT No 1.322,829. No. 5,707.527. No. 6.027.619. No. 5,624,576. AND OTHER U.S. AND FOREIGN PATENTS PENDING S TORMWATER r ANAUNMINT INC. (800) 548 -4697 FILTER CARTRIOOE A. CARTRIDGES SHALL NOT BE INSTALLED LNNL THE PROJECT SITE IS CLEAN AND STABILIZED. THE PROTECT SITE INCLUDES ANY SURFACE MRCN CONTRIBUTES STORM DRAINAGE TO ME FILTER. ALL IMPERMEABLE SURFACES SHALL BE CLEAN AND FREE OF DIRT AND DEBRIS. ALL CATCH BASINS. MANHOLES ANO PIPES SMALL BE FREE OF DIRT AND SEDIMENTS B. CONTRACTOR MUST NOTIFY STORMWA TER MANAGEMENT (503- 240 -3393) TWO (2) WEEKS BEFORE CARTRIDGE INSTALLATION. STORMWA TER MANAGEMENT PERSONNEL OR AUTHORIZED AGENT RILL INSTALL CARTRIDGES COMPLETE WM FILTER MEDIA ARO PLUGS AT ALL OMER LOCATIONS IN ME PPE MANIFOLD *HERE A CARTRIDGE IS NOT SPECIFIED. Mon) SHALL BE LEVEL AND SEALED AT ALL JOINTS MTH SILICONE SEALANT. SEALANT SHALL BE WAKED INTO JOINT FROM BOTH SIDES. CLEANUP: REMOVE ALL EXCESS MATERIALS. ROCK. ROOTS. CR FOREIGN MATERIAL, LEAVING ME SITE IN A CLEAN. COMPLETE CONDITION APPROVED BY THE ENGINEER. ALL PVC AND FIBERGLASS FILTER GIAPOIENTS SHALL BE FREE OF ANY FOREIGN MATERIALS INCLUON0 CONCRETE AND EXCESS SEALANT. FLOW SPREADER FRAMES SHALL BE INSTALLED WHIN 5/8 INCH OF PLAN DIMENSIONS AND SET Al RPCALL Y. PC PIPING SHALL BE JOINED IN ACCORDANCE PITH ASTIR 02364. GIST -IN -PLACE CONCRETE FINISHING A. UNEXPOSED WALL FINISH - PATCH ALL ROCK POCKETS, FORM PE HOLES, AND OTHER IRREGULARITIES WIN MORTAR. NO FURTHER FINISHING ML. BE REQUIRED. • ORDINARY WALL FINISH - IMMEDIATELY AFTER REMOVAL OF FORMS, PATCH OR POINT UP ALL DEFECTS ANO CURE PATCHES TO A POINT 6' BELOW EXPOSED GRADE. AFTER POINSNOS PANE SET SUFFICIENTLY, GRIND OR FILL ALL FORM MARKS AND PGNTINGS TO CNC A 560051 SURFACE EVEN RIM NE FLAT WALL SURFACE. C HORIZONTAL SURFACES FINISH UPPER HORIZONTAL SURFACES 9JCN AS TOPS OF WALLS BY PLACING AN EXCESS OF CONCRETE IN THE FORMS ANO REMOVING OR STRIKING OFF SUCH EXCESS W51 A 8700EN FLOAT AND FORCING COARSE AGGREGATE BELOW MORTAR SURFACE. TOPPING THE USE OF MORTAR FOR SURFACES FALLING UNDER M15 CLASSIFICATION RILL NOT BE PERMITTED. 2. AFTER CONCRETE HAS BEEN STRUCK OFF, WORK SURFACE THOROUGHLY AND FLOAT MN A I.O00EN, CANVAS OR CORK FLOAY BY SKILLED AND EXPERIENCED CONCRETE FINISHERS BEFORE THIS LAST FINISH NAS SET, BROOM SURFACE LIGHTLY, PARALLEL TO THE LONG DIMENSION. STN A FINE BRUSH TO REMOVE SURFACE CEMENT FILM LEAVING A FINE- GRAINED, SWOON, BUT SANDY TEXTURE. U 44 4 CA W 1� 3',13 co J Q 00 00 0 - 3 co co z ..Ln to 0 - OWN (N10)Z Oz0 xIn 0 V¢ 0 0. .�U...? 3 EL PROJECT NO.: 04051 DRAWN BY. AA ISSUE DATE. 11 - 17 - 04 ` SHEET REV.: 02 - 15 - 05 STORMFILTER DETAILS O4051DT01- C090wC C09 SHEET OF VA, .T ' �rAer „ L Cr ( Ay co , AT.. Glenn Takagi Landscape Architect 18550 Friends Wry N. Suite 8102 Srgrehne, WA 98133 (206) 5428100 FAX: (208)548 -1128 NO. RENSION DATE MME IS THE T O T A'Atry N nELD CONDInONS ABS CONPARE NC Of TM TN cons tucnoN DOCUMENTS ER BEFORE IA.S a Sxx+S OR ANY O0NER AcON9STENOES DISCO■EREO SN LL I MUM ATCLI BE RERCN TED TO THE ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Overall Landscape Plan DATE JOB NO. 2.5:.25 JOB# L 1.0 SHEET OF Existing Juniper Planting. (A Part of Recent City of SeaTac T.I Improvements) Line of Sight Triangle. / 1 1 / cad powertin Rock Outcrops (min. 24'X30 - X36' a i Gr.nite) ADMINISTRATION FACIUTY (EXISTING THEATRE Existing CONCESSIONS) Croundc Remain. Existing Shrubs/ Groundcover to Retain Existing Bamboo, Remove Barberry. MAINTENANCE FACIUTY (EXISTING BOW'JNG ALLEY) Remove Selected Existing Junipers to place New Miscanthus. xist Land Tree Crou Fein Existing Trees (Area of Alder Trees /Shrubs /Grasses and Blackberries.) No Irrigation in this Area. London Plane Re -Cut Edge of Existing Lawn to New Layout. Remove Existing Shrubs and Replace with Lown. (Area of Alder Trees /Shrubs /Crosses and Blackberries.) No Irrigation in this Area. Completely remove blackberries adscent to pavement edge to show a 150 planting strip. Replant as shown. Irrigation required. aZ ity I uel Fad NEW CU1C <. TURNAROUND (OTA) FACILITY : Line of Sight Triangle./ Existing Tree (TM.) Type I Landscape Type I Landscape Type I Landscape Existing Mature Buffer Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. Retain Existing Vegetation Futur and P I alk •� Type lit - - Une of __landscape Sigght Triangle. — \ � s•n\ VA i N IN \\ ...ti \', e. \ a•■ \ :l1 , 1 v . g Oaf; .. . idew F I Future Sk - — f utu r e S bn q - Stc _- -- -- ■ ne c f Sight Type III Landscape P etmn Ezlsting Existing Mature Buffer. Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. 81iam Creek Outfofi ype II Landscape • SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYS -$ORE HWY 0OO BURUNGAME - CA - 94010 TEL -911 ® FAx (ego) (550) e92 592 9 -0181 � rw a Glenn Takagi Landscape Architect 18550 FiAands Way N. Sute 8102 Shoreline, WA 98133 .(206)54:6100 FAX. 1206)51 61128 NO. REWSION DATE it 'S THE REseows.BIUrY OF ME t0Owo TOR :NWW1' v .v0 MMEM W'4 FTC CONSIRUCPCW DQ:J4EN15 BEFORE C. tft 0110 CT YE5 ERR085. 0 551CW5 A OR ANY O'MER NCONSSTENCOS SE F 9.A11 �MMEDU1ELv BE REPOrD t0 ME •R0.1001 CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE 2 . . 5.05 JOB NO. JOB# L1• SHEET OF PLANT LEGEND Otv Svmbo( Potanical /Common NO(ne Trees Ater griseum / PAPERBARK MAPLE Acer e. 'Queen Elizabeth' / HEDGE MAPLE 4 1 Calocedrus decurrens / INCENSE CEDAR ercidiphyllum japonicum / KATSURA Pinus contorta contorta / SHORE PINE — •� Pseudotsuga menziesii / DOUGLAS FIR Pyrus caileryana 'Trinity' / FLOWERING PEAR 5hruhs Q Arbutus unedo 'Compacts / STRAWBERRY TREE • Coreopsis v. 'Moonbeam' / COREOPSIS O Daphne b. 'Carol Mackie' / ROCK DAPHNE + Epimedium v. 'Sulphureum / BISHOPS CAP • Euonymus a. 'Compactus/ WINCED EUONYMUS O Ilex e. 'Convexa / JAPAN. HOLLY ® Myrica califomica / PACIFIC WAX MYRTLE Miscanthus s. Yoku Jima / MAIDEN GRASS * Nandina d. 'Compacts / HEAVENLY BAMBOO ® Pieria japonica / ULY OF THE VALLEY SHRUB O Pinus m. .Pumillo / MUGHO PINE ® Potenblla f. 'Moonlight' / CINQUEFOIL O Rhododendron 'Cilpinense' / Rhododendron Rhododendron 'Unique' / Rhododendron O Sarcococca humilis / LOW SARCOCOCCA Q Viburnum tinus 'Spring Bouquet' / LAURUSTINUS iL• Arctostophylos "Massachusetts % KINNICKINNICK Mohonia repens / CREEPING MAHONIA Coreopsis verticUats 'Moonbeam' / COREOPSIS Juniperue c. 'Son Jose' / SAN JOSE JUNIPER Pennisetum a. 'HOmelyn' / DWARF FOUNTAIN CRASS- 1 gal. 0 Q Lawn / Sod / EXISTING VEGETATION EXISTING TREES • Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2, 1986 sponsored by the American Association of Nurserymen, Inc. Existing Tree (TYP.) ▪ SHEET L1.3 MATCHLI Size/Remarks 2" cal., high branched min. 2" cal., street tree form min. 6' -0' hgt. 2 -1/2" cal. / single trunk, street tree form min. 6' -0" hgt. min. 6' -0" hgt. min. 2" cal., high branched min. 30" hgt, upright 1 got. min. min. 24' hgt., spr. I gal. min. 24" hgt., spr. min. 18" spr. /compact min. 30" hgt, upright 2 gal., full min. 24" hgt. min. 30" hgt. min. 21" spr., non— sheared. 18' spr. /compact min. 15" spr. /compact min. 21" spr. /compact min. 12" spr., hertz. form min. 24" hgt. /compact 1 gal. 0 1 gal. 0 1 gal. 0 1 gal. 0 24' O.C. 24" trt. spacing 24" O.C. 15' 0.C. 24' O.C. Type I Landscape Existing Mature Buffer. Douglas Fr and Shrubs. Remove Ivy replace with llahonia Repens. No Irrigation Required in this Area. 31 VIM e_1 PLANTING NOTES • Planting sob for shrubs /groundcovers shall be deemed as new topsol /compost cultivated into existing prepared subgrode. Trees shall be pit planted with prepared planting holes being a minimum twice as wide as the rootbdl and at least nine inches (9 ") deeper. • Sol Preparation: Cultivate shrub bed subgrade to a minimum depth of eight inches (B") and dean /remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2") depth of compost /topsol over entire bed and tin again to a minimum depth of ten inches (10') to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and till again. • Fertaize all installed plants during backfll operations with 4-2 -2 Agro Transplanter and Agriform Plant Tablets as recommended by Manufacturer. • Substitutions or changes in materials and placement shall be made only on the written change orders as agreed between Contractor, Landscape Architect and Owner. • Mulch all beds with a minimum 2 inch (2 ") depth of approved 'mulch'. • Stake trees as directed by Landscape Architect. • The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any time. This includes but is not limited to size and condition of rootballs, root systems, Insects. latent Injuries and defects. Remove rejected material immediately from project site. • Replacement of Plantingx Remove from site and replace with new planting, at your expense, any plant that is either dead or n unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. Al replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. • Worronty. This Warranty shall include replacing and planting same size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect Except far loss due to excessively severe climatological conditions (20 year weather charts), installed plant materials ore required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shall be reinstated under plant guaranty conditions. GFNFRAL NOTES • Coordinate work with other trades as required. Determine location of underground utlities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. • Provide protection of all property. persons, work in progress. structures, utilities, wall, walks, curbs and paved surfaces from damages incurred orisng from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. • During construction, keep pavements, buidng dem. Protect site and adjacent properties from damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. • Staking and Layout: Immediately notify Landscape Architect In writing of any variance between plans and octual site. Landscape Architect hos the right to adjust the location of elements. Verify layout with Landscape Architect prior to any nstdlation work. • Verify Installation conditions as satisfactory to receive work Do not Install any site.elements ante any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth/constructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect • All new planting areas to be serviced by on automatic irrigation system. L1.1 it Ma i u C�I�„ II,III ����li • KEY MAP SCALP:I "= 2 0' SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME — CA — 94010 ® 121. (650) 852 -9911 FAX (850) e82 -0181 BA VAleF 0 . r 1, I r t fy Glenn Takagi Landscape 18550 Firtanda Suite Shoreline. P f J • Architect Way N. 8102 WA 98132 (206)542 -6100 FAX: (206)546 -1128 NO. RENSION DATE IT ,s 11.E R l SPONS139JTY OF FE 0 C AN0 COMPARE TR M rrr, T" CONSTRUCTON 00CUAES?5 BEFORE CO0AENONC T ERRORS, OR NY O ONSS*ENC:ES 0, E RERS•ED SH TO 114 0000IECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.1.5.._ 5. JOB# L 1•2 SHEET of PLANT LEGEND Qtr Smhol Botanical /Common Home Size/Remarks A / PAPERBARK MAPLE min. 2' cal., high branched alp Acer e. 'Queen Elizabeth' / HEDGE MAPLE ./ min. 2' cal., street tree form Colocednis decurrens / INCENSE CEDAR rain. 6' -0" hat. ercidiphyllum japonicum / KATSURA 2 -1/2' cal. / single trunk, street tree form Pinus contorts contorta / SHORE PINE min. 6' -0' hgt. Pseudotsuga menziesTT / DOUGLAS FIR min. 6' -0' hgt il•� Pyrus calteryana Trinity' / FLOWERING PEAR min. 2" col., high branched t Q Arbutus unedo ' Compacta' / STRAWBERRY TREE • Coreopsis v. 'Moonbeam' / COREOPSIS O Daphne b. 'Carol Mackie' / ROCK DAPHNE * Epimedium v. 'Sulphureum' / BISHOPS CAP O Euonymus a. 'Compactus / WINGED EUONYMUS O ilex c. 'Convexo' / JAPAN. HOLLY ® Myrica califomica / PACIFIC WAX MYRTLE • Miscanthus s. Yaku Jima' / MAIDEN GRASS * Nandina d. 'Compacts' / HEAVENLY BAMBOO ® Pieria japonica / ULY OF THE VALLEY SHRUB O Pinus m. 'Pumillo' / MUGHO PINE ® Potentilla f. 'Moonlight' / CINQUEFOIL O Rhododendron 'Clpinense' / Rhododendron >N '� Rhododendron 'Unique' / Rhododendron 0 Sorcococca humilis / LOW SARCOCOCCA rf 0 Viburnum tinus 'Spring Bouquet' / LAURUSTINUS EXISTING TREES • Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2, 1986 sponsored by the American Association of Nurserymen, Inc. min. 30' hgt., upright 1 gal. min. min. 24' hgt, apr. 1 gal. min. 24' hgt., spr. min. 18' spr. /compact min. 30' hgt., upright 2 gal., full min. 24' hgt. min. 30' hgt. min. 21' spr., non — sheared. min. 18' spr./compact min. 15' spr./compact min. 21' spr./compact min, 12' spr., horiz. form min. 24' hgt. /compact g.] Coreopsis verticilota 'Moonbeam' / COREOPSIS 1 gal. 0 24' O.C. ® Juniperus C. 'Son Jose' / SAN JOSE JUNIPER 1 gal. 0 24' tri. spacing 0 Arctostaphylos 'Massachusetts' / KINNICKINNICK 1 gal. 0 24' 0.C. ® Mahonia repens / CREEPING MAHONU 1 gal. 0 15' 0.C. Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN CRASS '1 gol. 0 24' O.C. Lawn / Sod / EXISTING VEGETATION 69 SHEET L1.4 MATCHLINE 0 erherd (Area of Alder Trees/Shrubs /Grasses and Blackberries.) No Irrigation in this Area. Completely remove blackberries ad to pavement edge to show a 15'O' planting strip. Replant as shown. Irrigation required. I i f � Il ���lll�llllllll'�I! 6 11111 'nBli'ii17111 ''A SCALE: L "= 20' Existing Mature Buffer. Douglas Firs and Shrubs. Remove ivy replace with Mahonia Repens. No Irrigation Required in this Area„ BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1505 BAYSHORE HWY 6300 BURUNCANE — CA — 94010 ® TEL (650) 692 -9911 FAX (650) e92 -0181 MI _,n aa a r GUNN L I A canncAn Na.•• Glenn Takagi Landscape Architect 18550 Fleands Way N. Suite 0102 Shaven. WA 98133 (206) 5X2 -6100 FAX: (206) 546-1128 N0 REVISION DATE IT IS THE RESPONSIBILITY OF TH CONTRACTOR 00 rARIrY ALL FIELD CGNDo5ONS ARO C04RARE n. 4 81M ME CCNSIW1C MIN DDONEN BEFORE CONHENCING ACT4nE5. ERRORS. 0LA5SCNS OR ANY OVER INCON95TENCIES DISCOKREO SHALL •4MEDIATELY BE RERt6 tO NE ARCHITECT i CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15 C .iOB# L 1.3 SHEET Or 11111 14 ': �INII ',11,, Existing Juniper Planting. (A Part of Recent City of SeaTac T.I.B. Improvements) Rock Outcrops (min. 24'X30 ")(36" Mountain Granite) ADMINISTRATION FACILITY (EXISTING THEATRE CONCESSIONS) Existing Shrubs/ Croundcover to Remain Remove Selected Existing Junipers to place New Miscanthus. MAINTENANCE FACILITY (EXISTING BOWLING ALLEY) SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY /.00 euRUNGAUE - CA - 94.010 TEL (650) 692 -9911 gm FAX (650) 692 -0181 s sro OF w Molar oLim Cora Po Glenn Takagi Landscape Architect 18550 Fiends Way N. Suite 8102 Shoreline. WA 98133 (208) 5 FAX: (206)548-1128 NO. REVISION DAIS '' 5 TFE RESPONSieU TY or TN cONTR4croR 10 ART) µE F'E 0 CONDITIONS AND COMPARE M A vAnA TFE CONSTRUCION O0.OUENTS BEFORE CWVEN090 C TA nES ERPCR5. OM1551ONS D C0'4810 OTHER Ll t99E0IATTLV 90 PEPOR *E0 ro THE ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15. 1,5 JOB# L 1.4 SHEET OF PLANT LEGEND Oty Symbol Rotanicnl /Commnn Name l d A Y 0 0 ED 0 SS4 kni bets Acer griseum / PAPERBARK MAPLE Acer e. 'Queen Elizabeth' / HEDGE MAPLE Colocedrus decurrens / INCENSE CEDAR ercidiphyllum japonieum / KATSURA Pinus contorts contorts / SHORE PINE Pseudotsugo menziesii / DOUGLAS FIR Pyrus calleryana 'Trinity' / FLOWERING PEAR Sbrubs Arbutus unedo 'Compocta' / STRAWBERRY TREE G Coreopsis v. 'Moonbeam' / COREOPSIS O Daphne b. 'Carol Mockie' / ROCK DAPHNE * Epimedium v. 'Sulphureum' / BISHOPS CAP Euonymus a. 'Compactus'/ WINGED EUONYMUS Ilex e. 'Convex& / JAPAN. HOLLY Myrica ealifomica / PACIFIC WAX MYRTLE Misconthus s. Yoku Jima' / MAIDEN CRASS Nandina d. 'Compocta' / HEAVENLY BAMBOO Paris japonica / ULY OF THE VALLEY SHRUB 0 Pinus m. 'Pumillo / MUCH() PINE e Potentilla f. 'Moonlight' / CINQUEFOIL O Rhododendron 'Cilpinense' / Rhododendron • Rhododendron 'Unique / Rhododendron o Sarcococca huming / LOW SARCOCOCCA O Viburnum tinus 'Spring Bouquet' / LAURUSTINUS Coreopsis vertieilata 'Moonbeam' / COREOPSIS Juniperus c. 'San Jose / SAN JOSE JUNIPER Aretostaphyloa 'Massachusetts / KINNICKINNICK Mahonia repens / CREEPING MAHONIA EXISTING VEGETATION EXISTING TREES • Plant sizes are specified per the American Standard for Nursery Stock, Publication —May 2, 1986 sponsored by the American Association of Nurserymen, Inc. Size/Remarks min. 2' col.. high branched min. 2 cal., street tree form min. 6' -0' hgt. 2 -1/2' cal. / single trunk, street tree form min. 6' -0' hgt. min. 6' -0' hgt. min. 2' cal., high branched min. 30' hgt.. upright 1 gal. min. min. 24' hgt., spr. 1 gal. min. 24' hgt., spr. min. 18' spr. /compact min. 30' hgt., upright 2 gal.. full min. 24' hgt. min. 30' hgt. min. 21' spr., non — sheared. min. 18' spr. /compact min. 15' spr. /compact min. 21' spr. /compact min. 12' spr., horiz. form min. 24' hgt/compact 1 gal. 0 24' O.C. 1 gal. 0 24' tri. spacing 1 gal. 0 24' O.C. 1 gal. C 15' 0.C. Pennisetum a. 'Hameyn' / DWARF FOUNTAIN GRASS 1, gal. C 24' O.C. Lawn / Sod Mc le MP PPR wises PR .... 9e14P1 2" Magnolia t. 6" Megnol' Fuel Facility Existing Shrubs/ Groundcovers to Remain. :O: • • • • L_ 6 1 :0 ►/ —. Mognolia / �f / / / / / / / / eo• MP PM MP HIM MP MP *9998 MM MM ! 6" Magnoli 6" Magnol Magnoli LEGA 14t U M� • 0 TURNAROUN (C TA) 'FACILITY eireRist .. \ Existing London Plane Trees __ — _JI SS27— L7'.1� -- r ? rr T _ _ _ rim - rrr r .: Re — Cut Edge of Existing Lawn to New Layout. Remove Existing Shrubs and Replace with Lawn. Existing London Plane Trees SHEET L1.2 MATCHLINE (Area of Alder Trees /Shrubs /Grasses and Blackberries.) No Irrigation in this Area. .0 MP PM solre ,.0e6s• I II north SCALE: I" = 20' TI'rom Creek Outfall KEY MAP 3 NEM rllJ: ���I�Ilull Illl� L1.4 BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA ions BAYSNORE HWY /300 BURLINGAME — CA — 94010 CI TEL (650) 992 -9911 FAX ( 850 ) 892 -0181 4 r a1.Ta ..OwOT 6,. Glenn Landscape 18550 Friends Suit. SRa&k... (206)5.26100 FAX: (206)5 of Takagi Architect Way N. »102 WA 98133 NO RENSON OATS I M C ON K C OR 7O VE A FEE D CCND1RORS .NO COUP.RE TN N aI'R THE CONSTRUCTION DOCUNENS BEFORE CONNENCwC AC NTIES. ERRORS. OA■S90R5 CR .41 OTF INCONSISTENCIES OISCOAEVEO = 4 EOI.TELY BE REPCR!ED TO THE ARCNtTECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2. ^5 JOB# L 1.5 SHEET OF 2 R ND PRESS. TREATED PINE POLE OR APPROVED EQUAL SET TO OF PREVAILING RIND PLANTING BACKFILL PER SPECIFICATION •...I u r .. ... 1 II I— .. w .. .... . ....... .. .. it TI=I I V Fain i da ,1_ _T_ I' " 111 1 i% 1 I I --iii I - I Ir 11 1 II 4�1 - I i� ,I I - a -1 1 (=1 1 11= 111_ - �u 11_ 11x1.1I__J! -II�1 II Tt II UNDISTURBED NATIVE 1_ I I_ I L -111 I I I I_ I - -m l l_J I I I -I I Ia I =II I SOIL CR COMPACTED SUBCRADE CNAINLOCK TES TIGHTEN TES ONLY ENOUGH TO KEEP FROM SUPPING ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L. C ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. O CONIFEROUS TREE PLANTING NOT TO SCALE EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. 00 NOT COVER THE TOP OF THE ROOT BALL WITH SOIL SECURE W/ LOOP CF CHAINLOCK. WOOD CHIP MULCH PER SPECIFICATIONS FORM 6' HICK CONTINUOUS WATER BASIN ..6613. PREVAILING WINDS SET ALL PLANTS PLUMB REMOVE BURLAP. WIRE & STRING FROM TOP 2/3 OF ROOTBALL 2 - 3'MULCH (PER SPECS) 3' -4'SOIL SAUCER FOR WATERING DURING ESTABUSHIAIENT PERIOD BAO(FILL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECS 1:1 MAX 1. PUNTING PIT SHALL BE A MIN. 2 THE WADTI OF ROOTBALL: \\ / /� /� 2. ONE STAKE PER TREE ON WINDWARD SIDL//'\ SECOND STAKE ON LEEWARD SIDE (UNLES0 OTHERWISE DIRECTED) 3. SLOPES STEEPER THAN 21 MAY REQUIRE APPROVED EMBANKMENT STABIUZATION SYSTB�,< TO CREATE A LEVEL TREE PIT SUCH AS .>/ ' — ROCK FACING — MANUFACTURED SLOPE RETENTION UNITS A / PER LANDSCAPE PLAN °GROUND COVER PLANTING NOT TO SCALE TYPICAL SPACING 1:1 MAX B&B OR CONTAINERIZED SHRUB (TYP) SET ROOTCROWN AT OR JUST ABOVE SOIL LEVEL (TYP) REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL ,r+, ortoK;o>rd'. ARUBA. irvar .^ l� i 1ENi9a Wog 30�� h�4 - Type I Landscape JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 2.1 MIN 2'MULC.1 (PER SPECS) FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL SOIL AMENCMENT MIXED WITH NATIVE SOIL (SEE SPECS) SCARIFIED SUBCRADE (SEE SPECS) Retain Existing Vegetation SHEET L1.3 MATCHLINE uture Sidewalk and Planting Strip Type III Landscape Line of Sight Triangle. SCALE: 1 "= 20' rrrt ^rrni /- �/� f 5 ilii1l1 1iii11!iiIII I II IIICIiIn'I II' I SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSNORE NWT 000 BURUNOAME — CA — 94010 ® TEL (-9 FAX (650) 650) 692 692 -016 1 ® . w4-4oe cAww awnwenma • Glenn Takagi Landscape Architect 16550 Fdtanes Way N. Suite e02 • Shoreline. WA 98177 (206) 5424100 FAX: (206) 546 -1128 NO. REV1SIGN DATE IT 15 ME RE5PON5) 'LIT' OF To CONTRACTOR TO vERIFY ALL FE D CONOI1)001 AND COMPARE To ■4 R M U. CONSTROCRON O�NR ES. ER ORSOMi55)0N5 OR iI COvERED E SM li. 11.1k1 BE REPORTED 10 ME ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKNILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 J0B# L 1.6 SHEET OF PUNTING NOTES • Planting sot for shrubs /groundcovers shall be deemed as new topsoil /compost cultivated into existing prepared subgrode. Trees - shall be pit planted with prepared planting holes being a minimum twice as wide as the rootboli and at least nine inches (9') deeper. • Sod Preparation: Cultivate shrub bed subgrade to a minimum depth of eight inches (8') and clean /remove all rocks, roots, debris over two inches in diameter. Lay a two inch (2') depth of compost /topsoil over entire bed and till again to a minimum depth of ten inches (10') to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and tilt again. • Fertilize all installed plants during backfill operations with 4 -2 -2 Agro Transplanter and Agriforn Plant Tablets as recommended by Manufacturer. • Substitutions or changes in materials and placement shalt be made only on the written change orders as agreed between Contractor. Landscape Architect and Owner. • Mulch all beds with o minimum 2 inch (2') depth of approved 'mulch'. • Stake trees as directed by Landscape Architect • The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any tine. This includes but is not limited to size and condition of roothalls, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. • Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. All replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent similar demise of plant materials. • Warranty: This Warranty shall include replacing and planting some size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for loss due to excess'nldy severe climatological conditions (20 year weather charts), installed plant materials are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shall be reinstated under plant guaranty conditions. GENERAL NOTES; • Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for locations of existing underground utilities, etc. servicing or routed through the site. • Provide protection of oil property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any such damage at no additional cost to the Owner. • During construction, keep pavements, building dean. Protect site and adjacent properties from damage due to construction LL) operations, operations by other Contractors /trades and trespassers. Z Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to J protect the Public. • Staking and Layout: Immediately notify Landscape Architect in U writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify �'— layout with Landscape Architect prior to any installation work. • Verify installation conditions as satisfactory to receive work. Do not install any site dements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as sotisfactory. When conditions detrimental to plant growth/constructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect. • All new planting areas to be serviced by an automatic irrigation system. PLANT LEGEND Qty Symbol Patented/Common Nome E I t Trees Acer griseum / PAPERBARK MAPLE Acer c. 'Queen Elizabeth' / HEDGE MAPLE Calocedrus decurrens / INCENSE CEDAR ercidiphyllum japonicum / KATSURA Pinus contorts contorts / SHORE PINE Pseudotsuga menziesii / DOUGLAS FIR Pyrus calleryana 'Trinity' / FLOWERING PEAR .Shrubg Q Arbutus unedo 'Compact°' / STRAWBERRY TREE • Coreopsis v. 'Moonbeam / COREOPSIS O Daphne b. 'Carol Mackie' / ROCK DAPHNE • Epimedium v. 'Sulphureum' / BISHOPS CAP O Euonymus a. 'Compactus / WINGED EUONYMUS CD Ilex c. 'Convexo' / JAPAN. HOLLY • Myrica californica / PACIFIC WAX MYRTLE 5 5 5 r Wf— — U) ■ Size/Remarks min. 2' cal., high branched min. 2' cal., street tree form min. 6' -0' hgt. 2 -1/2' cal. / single trunk, street tree form min. 6' -0' hgt. min. 6' -0' hgt. min. 2' cal., high branched min. 30' hgt., upright I gal. min. min. 24' hgt., spr. 1 gal. min. 24' hgt., spr. min. 18 spr. /compact min. 30' hgt., upright Existing Lon GFoundcover a of Sight Triangle. ® Myrica californica / PACIFIC WAX MYRTLE • Miscanthus s. Yaku Jima' / MAIDEN GRASS ilk Nondina d. 'Compacts' / HEAVENLY BAMBOO e Pieria japonica / LILY OF THE VALLEY SHRUB O Pinus m. 'Pumillo' / MUGHO PINE • Potentilla f. 'Moonlight' / CINQUEFOIL min. 18' spr. /compact O Rhododendron 'Cilpinense' / Rhododendron min. 15' spr. /compact O Rhododendron 'Unique' / Rhododendron O Sarcococca humilis / LOW SARCOCOCCA O Viburnum Pnus 'Spring Bouquet' / LAURUSTINUS min. 24' hgt. /compact vY7 3- caUa:.Sisjz raa;;:zz_rr p,ny�� oOiwAru��, {?p`O!p!�9 �� \ii:4S��� p�:i��0i►����� 43,;.e'' 0 001` *IT/ c1• " • °0 . �4)ice `!ili�'�i�iD �. = err v -_aa: • • o% oar` a 10 arawo0a Ooo.O.. ,i A CIO .�A;:'' • wi : �i�: 0 Future Sidewalk and Planting Strip Pine „ Type III Landscape - - Coreopsis verticilata 'Moonbeam' / COREOPSIS Juniperus c. 'San Jose' / SAN JOSE JUNIPER Arctostaphytos 'Massachusetts' / KINNICKINNICK Mahonia repens / CREEPING MAHONIA Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN CRASS - __YANINUelme NOM min. 30' hgt., upright 2 gal., full min. 24' hgt min. 30' hgt. min. 21' spr., non — sheared. gel. gel. gal. gel. gel. O 24' O.C. 0 24' tri. spacing 0 24' O.C. O 15' O.C. 0 24' O.C. UMW OTANI -0 Retain Existing Vegetotion Q Lawn / Sod EXISTING VEGETATION > EXISTING TREES h �. min. 21' spr, /compact min 12' spr., horiz. for�rr( , 1 * Plant sizes are specified per the American Standard for Nursery Stock, Publication —Moy 2. 1986 sponsored by the American Association of Nurserymen. Inc. SHEET L1.4 MATCHLINE • a KEY MAP i o Type II I • , Landscape I l�'t II u_u1/111 i /i! b, 40 L1.6 ;k4 • BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY {700 BURIJNOAME - CA - 94010 ® TEL (e50) 692 -9911 FAX (650) 692 -01e1 RECORDING CERTIFICATE Filed for record this__day ot 2004 at Y. In book of SURVEYS at page t th. request of TRIAD ASSOCIATES, INC. DIVISION OF RECORDS k EIECDUNS Supt. - of Records REC. NO Manager SURVEYOR'S CERTIFICATE This mop correctly repreeeet, a survey mode by ms or under any direction in conformance with the requirements of the SURVEY RECORDING ACT at the request of SlERUNG REALITY ORGANIZATION tEN r` 2. y, g e p r T N �I fir g 8 ° ‘119E � 2004 f fa. 21402 8 = a aA /a4 ;aAMUOVAM QaRAR i A 5 4 gg o 93434 g 42 A i 4 4144444!4, r'�' o � u ° � �° "d 83t'jO a3 m ° 74 8 74`11 cig q g4° � ql : 48 1<x i1 -4 4:874 �sgmm am . �A9 m 0 9 > 4 "g a '111 , m 74 3 g SL U3. 3 S !II -. U c Nr X7q D ''u m $ 0. kt: I(' gg o N • _ ° Q m RECORD OF SURVEY FOR STERLING REALITY ORGANIZATION 600 106TH AVE NE BELLEVUE, WASHINGTON 98009 • ¢_ c' ° =off /a 31 0;A 8 m 3 '''' o74 li Y S 2 9 ' g8 g s� r U< s4 z s� P 2 Al R V. Date 04 -12 -04 Dro RVJ Checked / TRIAD • S O I POR SW 1/4 OF SW 1/4 SEC. 22. TWP. 23 N. RGE. 4 E, W.M. KING COUNTY, WASHINGTON NVA o >1. .Egg gm g 'rzee 11814 -115th Avenue HE Kirkland. WA 98034 -8923 Tel (425) 821 -8448 Fos (425) 821 -3481 Toll Free (800) 488 -0758 td 1RIADASSOC.CON Job No. 04 -077 Sheet 1 OF 2 I 8 FND. BRASS CAP IN CONC. IN CASE STAMPED '29267 DOWN 0.1 04/12/04 0.00' N X 221'E (04/12/04) SCALE: 1'= 100' 0 60 100' 200 END RE9AR/CAP IN CONC. UNAFI.E TO READ (04/2/04) / 0.35' E OF' e / FND. I/2 PERAR /CAP / RI TTO ASPHALT (4/112 / / S 1274X16.0 W / O' / 21 2 r / EF FND 'X' • 3' BRASS /gJ 4�/h'� CCNC IN 1 DISC CASE IN ASE 0.6' / /4Qy 10-28 -02 SEE GENERAL 801E 43 / ��, • 4) FOR NOTED VARIANCE IN BOUNDARY LINES WTN A OIACENT PARCEL N20'06'08'E 3.46. ;I' CONC. WALN EXTRUDED CURB DRIVEWA CALK. WALK PV / CO FND. 1 1/2' BRASS DISC ON I 1 fr IRON PIPE IN CASE DOVN 0.6' (04/12/04) BURIN / MD PK NAIL W/TAC LS 129267. ON E (04/n/04) ROD REC. NO. 20031027900003 L CONC WALK IS 4.0' N OF FND. 1/2' REBAR/CAP LS 98409 AT CORNER 0.07 S X 0.09'W (04/12/04) N08'36'S4'W SEE DETAIL 'A• THIS SHEET DETAIL F 5 PP W/UC •-•ASPHALT 20 'ADE CONC. SURFACE PP RAM CUL NLY EDGE ASPHALT N7039'44'E 90.86' C VACATED S. 158TH ST PER ADJOINER RO5 END. I/O REBAR /CAP LS 99750 (04/12/04) 6.7 N X 44.1 W N51'34'14'E 89.42' AS -BUILT C OLD MIUTARY ROAD VACATED S. 158TH ST V PER LEGAL DESCRIPTION O. —XIIR - ' PARCEL t YM 658.723 S0. FT. 19 15.1 ACRES —SIGN Tr DRIVEWAY TRA'R1 `FNQASURE TT rN88'38 N EDGE 137.81' C. CONC. WALK e FENCE - ASPHALTry 5/9' REBAR /CAP 1.5 929267 AT C RNER (04/12/04) — N1712 N8818'54'W 155.93' 186.89 •. C WALK I5 2.3'N OFE F140. BRASS CAP IN CIR. CONC. WALK (04/12/04) 7 CHAINLINK FENCE 30' N. LINE S. 232' SW 1/4. SW 1/4 SEC. 22 -23 -4 DRIVEWAY 324 59' SONH N37'5754'W 168.00' C8 .0. WIT EDGE CONC. WALK CS WLY EDGE CONC. WALK N0559'59'E 4.51' N39'40'2TE 31.97 / WEST R SOUTH FENCE IS 5.4' CLY OF E N00'54'31 - E 202.01' CONC WALK FENCE 15 3.2 ELY OF R P.0.8. FENCE IS 2.4' N'LY OF E SR. 518 "BZroz•s9•w a -: s- 8'11'48' 6 BARB 4418 R- 477.68-. FENCE L- 68.34 BUILDING T6 Ah .i Bp. (TIP 5'� 5P' O341i W CELL TOWER ENCLOSURE ) 8' CHAINUNK FENCE CELL TOWER FENCE IS 3.0 'LY OF E FND NAIL IN 3' X 3' CONC. NON N X 0.48' W UP 1.5' (04/12/04) N5698'54'W 115.43' ' ' NLY FACE WALL 5202 147.08 J FGFND O FOUND IRON PIPE AS NOTED ® FOUND MON IN CASE AS NOTED SET REBAR w /CAP 'TRIAD 21401 FOUND SURFACE MON AS NOTED • IITB ITY IFCEND 9 TM WATER METER P WW WATER VAULT Ia PR POWER VAULT -0- PP W/UC POWER POLE W/ UNDERGROUND CONDUIT ❑0 XFMR POWER TRANSFORMER NH930'59'E TT TELEPHONE VAULT 5.44 D 111 TELEPHONE RISER LS UGHT STANDARD SDNH STORM DRAIN MANHOLE WLY FACE WALL ) CULVERT • BOLLARD CNAINLNK —SDI STORM DRNN LNE FENCE N89'30'59 - E 7.50' N00'29'01'W 118.18' N18'53'12'1 147.71' CNAINUNII FENCE 26'58'59 - W 41.94' N37'S754'W 40.78' WLY FACE WALL N88 / _ 493.91' S. 76077 Sr. N8B'38'S4'W 2636.04' NO 30.0 0 ' 30.00' FND 1 t/2 BRASS DISC 58114 TACK DOWN 0.3' (04/12/04) 27 0 Surveyor's Notes: 11 The monument control shown for this site was accomplished by field traverse utilizing a one (1) second tneo0olite with integral electronic distance measuring meter (Geodimeter 600) and Real Time Kinematic (RTK) / Static Global Positioning System (GPS). Linear and angular closure Of the traverses meet the standards of WAC 332 - 130 -090. Vertical Datum: North American Vertical Datum of 1988 (NAND 68) . Benchmarks: Cot,crete ee mis 44 .0 s r • •.4 • I I s' CATCH BASIN wr N 355.57 36' CRP SE 3 56 10 14 'C !°tom o Sion ..A ,• / # /., y / 3 �I Asphalt 0 ex * 4/ luelnar 2) Utilities other than those snown may exist on this site. Only those which are visible or having visible evidence of their installation are shown hereon. 3) This survey represents physical improvement conditions as they existed August 06. 2004. the date of this field survey. 4) It is not the intent of this survey to show easements or reservations which may effect this site. 5) THIS IS NOT A BOUNDARY SURVEY. Boundary shown hereon is from Perteet Engineering Incorporated. Recording No. 20021025900001. Base: Found 3' brass disc on Klickatat Road in southeast corner of overpass to Interstate 5. Elevation: 74.40 feet. Site No.1: Set Cotton Gin Spike in parking lot on east between parking rows. e/- 60' west of light southwest of circular catch basin. Elevation: 352.90 feet. side of building. standard. •1- 55' Site No.2: Set PK Nail In painted paking island. +1-53' northwest of northwest corner of theatre. •/- 4.5' east of 6' cyclone fence. Elevation: 362.72 feet. Legend: • • Found rebar as noted O - Sign ▪ - Signal box (SB) e - Stop sign ULV - Unknown locked vault A - Handlacp parking /ramp(H /C) WS - Wheel stop • - Bollard • - Column 9 • Power pole (PP) • • Guy wire enchor(GWA) }( - Light standard (LS) -P- • Power paint O - Power vault (PV) -OP-- Overhead power FL - Flowline - Telephone paint Telephone junction lox(TJB) • - Irrigation control box(ICB) Y - Water meter(WH) A - water valve (WV) - Hydrant • - Fire connection o - Water marker post -W- - Water paint 0 • Sanitary sewer clean out (SSCO) -SS -- Sewer paint See Note 5 Power Meter e Temporary PP CATCH BASIN RIM 363.43 to DI M 360.98 I Found repel- with ce0 u reedaele' n SANITARY SEMEA MANIOLE ' RIM kw Ladder • y - ~. t6' CONC IE 941.es S 15 CONC IE 340.91 •-7 Curb grow w .wn aweoTROY SEWER MA•AL • AIM 359.44 E Leoaer . • 15' CONC IE 342.10 . 15 CONC IE 341.76•sw i TOPOGRAPHIC SURVEY A portion of the SW 1/4 of the SW 1/4 of Section 22, Township 23 N., Range 4 E., W.M. City of Tukwila, King County, Washington SEWER MANHOLE RIM 360.83 18' ADS SSE 342.30 IE 18' ADS w 342.21 IE Note Note 5 � O g rche atte F ug n a ' r na with apleca Found reoar unreaceole ,'Ad` T o nv YATCHIINB : 1(16' Pine � •" SANITARY SEWER MANHOLE RIM 361.08 1 t5' CONC IE 341.05 5 15' cost IE 340.98 SE 60 ye 6 'c C1 ne •. .v♦• *A:7 .Neater w , u1C Ii i ▪ iA / /O/// /NDr / - # , w6. • � � Y • Asonalt \ •. : • y4 • / lone fence M s s 8112' deciduous e• . 12' deciduous STORM DRAIN MANHOLE RIM 346.20 CEILING 343.80 -A TE vwtt IE 339.36 v 3 CMP IE 33e.3e S OUTFALL unaeesureole Po wsr p ole down 40• 1® Power ogle down Y, 1® �♦ t y ' 1 � Oaten �r l® i MI ICEE IIII FM NI je' ' C • ♦° . p ,..e.' ;4r ' i . 2 ' deciduous w . 1 " deciduous Too Too ATM BASIN YPE II IM 341.10 36' CRP IE 939.32 M 36' CRP It 339.20 N T oo Ow uP • • 12 deciduous 4• r e12' d •12 eTl / yd s • 12' O du0 eG1US •TOD 0 • C entre 33701 9th Avenue South Federal Way. WA. 98003 Pointe ( 253) 661 -1901 Surveying D Woods 1'07 Aug. 10, 2004 m1 1' - 30' 010r00er' 5 Woo00 ba xae 2281 JOB - 2281 30 See Note 5 60 Scale: 1" = 30' lIA CHUNE 'mss { tom • aldti ac, SW -SW 22, T23N., R4E., W.M. Canny you Pacific Engineering Inc. 4180 Lund Avenue Southwest Renton. WA. 98055 KING COUNTY, WASHINGTON SHEET 1 OF 2 c r f ault y q F� ext curb,. .. pater Peten Building 4 0 Asphalt. -. 16 enclosure Asphalt ea <, • Ft Ixt cur ATOP BASIN RIP 357.36 • . LOP OF 6' .CLAY E'366. 7 BOTTOM 907 pEN0 4 18'. Conde/% 'e. ∎ CATCH BASIN R 0N 35] s 1• pP OF 6 CLAY E:3 AI 801105 WD SEND J�5 59 -�' ' d Asp el t: d PIMC3 7 .47 5 . 355 94 - ♦ ( \ _ ' TOP 0 6' . 0.55 E t'a • ■ 9• er'e•nn0le 53 _� - IS 35T 86 d A3gRel2 gregy d , . r . 72 / r • 6' DI WSW 355.49 TE r xPA nd 0/8 bar s 4'. PVC 3 6 3.659 !F - ' .. I ellaw9c o. Stemp 4' • 29267_: .. LS �- Asphalt' STORM MANHOLE R15354.32 10' CONIC N 347.84 IE 0' CONIC SE 347.59 IE 4O-. • P . ♦ mt SSCO 6• �•� ♦ } e 1••f d� sw ".)■ S y e . ♦ ♦ s ' CATCH BAS 'D CC SPCULAP L O' Ty PE 50 P IM 350 04 a " "e d >d*' 1 2' CONIC SE 40.90 IE .. s f C Nw : 40.95 IE } ,.•• ww 711111- s \I d d " sd} > d Ad+y9''p.. * ♦f ms s' } r / ,d ° d dE „4. t ► < = dos ^d. d "d -4 48 -4 48 '•yr•"d °d ♦1+'1 N °s" fi d`.ys °}> } * s � ,, � ♦ 1 i �4 Co FL d e #d y 48 " 4s'�♦•' - s''d 4, "VO# Found r sar with yellow , • c p st d - Tr ad LS 22335/ 'A IA •s 4P }},♦ s• }dP•♦ ♦ ♦ Ws ,L5 21402/LS f8094/LS 1 %20� Single note Double 0 • low ' - !t7ATCH BASIN ROM .355.61 :•. CWP W 354.57 IE /'. ,• Tenpor.r pF d. .� -Qreek 8' dies- dusk.► /cranaformer � -- C e BASIN'vlcal 6{si ter • PIM 372.42 See Note 5 CATCH BASIN RIM 361.07 12' 0I M 358.24 IS d ' d 4 Legend: I d d Found cooper plug 1tn washer steamed 'Anderson 29267' • • Found rebar as noted 0 • Sign ® - Signal box (SS) e - Stop sign ULV - Unknown locked vault 5. 5 Handiacp parking /ramp(H /C) WS • Wheel Stop 12 • Bollard • • Column O - Power pole (PP) • Guy wire anchor (GSA) X - Light standard (LS) -P- • Power paint IS • Power vault (PS) -OP- - Overhead power FL • Flowline • Telephone paint )2( - Telephone )unction box (TJB) A - Irrigation control lox (Ice) • - Water meter ISM) A - water valve (WV) T - Hydrant - - Fire connection • - Water marker post -W- - water paint O - Sanitary sewer clean out. (SSCO( -SS -- Sewer paint I Found 1 nail Sit S Annerson e 29267' SEWER MANHOLE Si RIM 353.09 15" 7 NE 342.96 IE 15' 7 SSW 343.00 I 8' 7 E 343.80 1E CATCH BASIN 50 RIM 352.65 6' CONIC E 351.21 IE 4' CONIC N 351.36 I Found 3/8' rebar wit yel low Cap stamped C 8409• Asphalt d phalt E pe • Found 3/e' r per wit [L yellow coo stemma Hart 9409' • • ✓'d - _SL5l15 - -,rww lu n AN 4 ♦ H. • 5 •d . 4 Concrete • • • •dopc .ete erman 4T • Overhang • d . y. - ' .. ' • • ? d 4' c CATCH BASIN 52 CIRCULAR LIO R114352.45 6 PVC 1W 351.2216 0 30 60 Scale: 1" = 30' A portion of the SW 1/4 of • the SW 1/4 of Section 22, City of Tukwila, King County, Overnenq M1 tm.lI46 (f �) C16' m water ee:noL pSCOf. •. Og) • -d3" . • d� I • •� 6oncrHltf 4 STORM DRAIN MANHOLE RIM 352.52 6' DI N 345.62 IE 00' CONIC NW 345.10 IE I CONC E 345.07 1E CATCH BASIN RIM 350.73 B CONIC N 348.2e I See Note 5� Found renal' end can scampi/0 'Triad 6 Ass. 18820 - 22335 - 21402 - 19094` ` P P / trene'formec Beck of walk SEWER MANHOLE PIM 358.52 6' Pvc 353.05 IS 6' P00 S 353.06 IE TOPOGRAPHIC SURVEY COnc to d d d' ♦ d 'd se ' ' • t cur d } 1 1 ( .. eXi r///,%/ 1// �7„.!% �4 P✓ l!i %.F/s'S /// y/O/f /AIF,/ /Jeri /•" , . Fl ! Il l ( a m • t . CAT BAS IM ''.96.. ♦ /.///Ll/�il//// / / /.2`B ira /;. 9Btr p '. CATCH BASIN d ' E 32.65 9_, ANf10.E � " � /♦ EA7CM BASIN RIM 352,118' R( 1 2., 350.91 ------ ,RIM m '.'WTCH'BASIN d� RIM 355.59 d� 6'.0I S 3A6.53 IE 346 8 "ZU E I 48: f3 IE IE RIw 353 75 38 CONIC 5.347 ei BOTTOM 90' BEND 348.33 p•. PVC 48 '} • Cow km 350.65 Is ' .•' 36 CONIC E IE �ss Aspnelt ;y a d' t'd s . r y ♦. • y d '. p .y } ♦d' d� ♦ �- .. " } . :�♦' ■ s ■ 4.#3S 1• MI�� 48 , d a . ' �, ',.. .r s ♦ .f SS i . d � j /'�8 t,..„... b . A •. ` ".d " . y O �� / m I �� ♦s ue . ' +•' � .d 1 d ^+ w .,, N ^ sM 1p .i betel(' '' / a . d♦ d? ds ♦ , �.d s ♦ -�- d ' S. E:E do ,,' d STOP.. st4143LE d•'_' 1M 352.60 • 36' CONIC. if 3456 IF 36'_ -0050 NE 342.56 1 • ' - ' ep d Doub:e yell, ^ 1 A!. 6 *14" cane walk d ,. Township 23 N., Range 4 E., W.M. Washington P. 6 • • 1 ,s` �. ° . Asphalt Asonalt / q'I''d d� p5 Pine =r > Flow line of extL ,ea curb • L'' pod walkway • 6 • d Break .d 4' . Sne �. e'•:k�d °/ gJp Crena ar `� Curti 0roc Al w line of 'w.r.e OP OP Single ry to vertical curb. 6 gut - }T C A �w AS BIN ' . e D • • s - / e .. • Double yellow 12' deciduous 14' pine er..k oP�- - rton 'flow c urt 6 gutter � � _ ♦! ♦' .A o Centre 337 9th Avenue South Fe d 0) eral Na NA 90003 a \ Pointe ( 253 ) 601 -1901 Surveying �leS It o Woods 041 Aug. 10. 2004 0300 " • 30 . Lam.... St s wo aexr 2281 20 NC. . 2281 1LLTCEII416 *TT. 36' Concrete IE STORM DRAIN MANHOLE RIM 350.15 12' ADS NE 347.23 IE TOP OF 5TRUCTURE 346.60 FLOtLINE OF GATE VALVE 343.38 TOP OF 12" ADS 5E 344.35 5TOR5 DRAIN MANHOLE 1m 350.74 18' AOS S 343.43 1E 12' CONIC MI 340.73 IE 12' ADS Na 343.29 IE 12' ADS SE 344.49 IE STORM GRAIN MANHOLE 36' CONC NE 338.47 IS RIM 351.52 3fi' CONC SW 338.41 IE 18' ADS SE 348.17 IE FLOW LINE OF GATE VALVE 344.58 18' ADS N 344.47 IE TOP OF STRUCTURE 347.54 BOTTOM OF STRUCTURE 342.73 Found rater with yellow cep stated Triad LS 22335/ LS 21402/LS 18094/LS 19620' a a .0 to 5 CATCH BASIN RIM 354.46 15 505 IE 349.43 SE 16' ADS IE 349.43 vw CATCH 85515 26 14' GRATE 354 28 6' PVC IE 352.96 NE Found rebar with yellow coo stamped 'Trim, LS 22335/ S 21402/LS 18094/LS 19620' Found rebar slth yellow cap steeped 'Tried LS 22335/ S 21402/LS 18094/LS 1 9620' CATCH BASIN RIM 358.38 18' ADS IE 350.63 E 18' AOS IS 350.80 km d enterllne 0f driveway snd - e'eba itn yellow 90 stamped "Trie0 LS 22335/ S 21402/LS 18094/LS 19620' Single white It Double yellow ♦ 3010 DLL S SW -SW 22, T23N., R4E., W.M. 551ST rot P3cif iC Engines -in; Inc. 4180 Lind Avenue Southwest Penton. WA. 92055 KING COUNTY, WASHINGTON SHEET 2 OF 2 ftmuy uleuftweesmumw ....a ...le Cite.sa ...._ _ 33 (E) LIGHT STANDARDS EXISTING 13 (R) LIGHT STANDARDS REMOVED (NOT SHOWN) 20 (E) LIGHT STANDARDS W/NEW LUMINAIRES (REMAIN) 4 (N) LIGHT STANDARDS AND LUMINAIRES ADDED 24 LIGHT POLES TOTAL IN PROPOSED DESIGN Luminaire Sihedule Project: All Pro ects Symbol Qty 2 Label Arran ement Lumens LLF A ;SINGLE 107800 18 A2 . BACK-BACK 107800 4 B2 1 BACK-BACK 107800 Descri tion 0.648 KSF 1000SMH R3 EXISTING LOCATE 0.648 KSF 1000SMH R3 EXISTING LOCATI: 0.648 KSF 1000SMH R3 NEW LOCATION Numeric Summary - Basic Project: All Projects Label .CalcType UnitlAvg 1 Max Ground Top. IlluminanceFc 15.07 I 30.1 Min lAvq/Min 0.1 150.70 Max/Mir 301.00 David Schooler President (425) 455 -8167 davids @sterlingrealty.com February 28, 2005 Dear Mr. Miles: Brandon Miles Assistant Planner City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 -2544 Re: Frontage Improvements — Cendant Car Rental Project — Lewis & Clark Site Application numbers L04 -064 & E04 -018 For purposes of the SEPA Determination portion of the above - proposed project, we as the underlying property owner acknowledge our responsibility for providing full frontage improvements per the requirements of the City of SeaTac's Municipal Code (SeaTac letter to Tukwila dated December 10, 2004). To date, we have filed with the City of SeaTac a request to defer those improvements under provisions in their municipal code. Should we not receive an approval to defer those frontage improvements, we agree to provide them. Rega David Schooler President DS /ps STERLING REALTY ORGANIZATION (4 cc: Karl Westermann, Cendant Michael Aippersbach Attachment I . 600 106th Ave. N.E., Bellevue, WA, Suite 200 • Mail to: P.O. Box 91723, Bellevue, WA 98009 -1723 (425) 455 -8100 • Fax (425) 455 -8165 August 10, 2005 Dear Mr. Eason: City of Tukwila Mr. Chandler S. Eason III AIA BDA 1555 Bayshore Hwy #300 Burlingame, CA 94010 RE: Cendant Car Rental Group, Inc Minor Modification to BAR approved plans Your Letter Dated July 29, 2005 1. Revisions to the QTA facility. Department of Community Development Steve Lancaster, Director The Department has received your letter dated July 29, 2005. In the letter you request to deviate from the approved design review application (L04 -064) in five specific ways. The response to each item is listed below. You have proposed to revise the layout of the QTA facility and go from a toll -booth layout to a tandem layout. Additionally, you have requested to remove one of the car wash tunnels. You have also requested to relocate the QTA facility 20 feet further north of S. 160 Street. Planning Staff has no concerns over the proposed changes. The proposal will make for a more compact facility, which will have no impact on the overall design of the site. In your letter you have referenced other changes in the QTA facility. These changes are not design review related, but do need to be referenced in a revision to the appropriate building permit. 2. Deletion of the mechanical fence on top of the Maintenance building. The relocation of the mechanical equipment within the building is an improvement over having them located on the roof with an enclosure. The proposed louvers need to be painted to match the color of the exterior wall where they are located. 3. Changing the layout of the building's interior is not a design review item. Please make the necessary revision to the appropriate building permit. Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 Sincere 4. You have proposed removing the metal fascia and replacing it with a plaster finish. Staff has no objections to this modification. 5. Staff has no objection to removing the canopy on the east side of the building. However, since the west side of the maintenance building will be visible from International Blvd, staff will not grant a minor modification to remove the canopy on the west side of the maintenance building. Please insure that all building permits and mechanical permits are revised to address the above changes. If you have any questions, please call Brandon Miles at (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. y, ora Gierlo Planning Supervisor cc. Brenda Holt, Permit Coordinator Brandon Miles, Assistant Planner File (L04 -064) July 29, 2005 Mr. Brandon J. Miles Assistant Planner Department of Community Development City Of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 -2544 BDA BLUNK DEMATTEI ASSOCIATES INC Re: Cendant Car Rental Group, Inc./Tukwila - New Car Service Center Site Minor modifications to BAR approved plans Dear Mr. Miles: REC Eive) AUG 01 2005' DEL pM T Thank you for meeting with us on Wednesday afternoon to review Cendant's proposed revisions to their project to further streamline their site operations and use of this property. The modifications discussed at our meeting are as shown on the attached plans with descriptions as follows: 1) Revisions to QTA facility: See sheets A1.1, A22.1 and A23.1 A) Revision of fuel island layout from "toll - booth"/linear layout (four wide) with a long east to west canopy to a "tandem" layout (two wide by two deep) with a reduced width of canopy. B) Deletion of one car wash tunnel and associated reduction in entry and exit canopy's width. C) Reduction in size of Exterior Storage enclosed area on the west side of the building. D) Deletion of toilet rooms by using toilet rooms at Administration and Maintenance Buildings. We discussed this idea with Allen Johannessen, Building Department, and he agreed with this deletion based on our toilet calculations as shown on sheet A1.1 for the site complex. These areas now become a storage room. E) Relocating the QTA building and canopy approximately 20' further north of S.160 Street. 2) Deletion of mechanical fence on top of the Maintenance building. See sheets A2.2, A3.1 and A3.2. The mechanical units for this building will now be housed inside the building in the existing high bay area of the maintenance shop. Exterior painted louvers will now be located on the east and west sides of the building. • 1555 BAYSHORE HWY #300 BURLINGAME CA 94010 TEL 650 692 9911 FAX 650 692 0181 • Mr. Brandon Miles July 29, 2005 Page Two of Three 3) Revisions to the interior of the Administration and Maintenance Buildings. See sheet A2.1. Interior revisions are primarily relocation of offices and new layout of toilet rooms. 4) Revision of metal panel fascia material to plaster at north face of Administration building. See sheet A13.1. The finish material is revised to be plaster to provide a "warm" building exterior entry to Cendant's employees, in place of the cold metal finish. This plaster finish will be similar to the planned plaster finish on this elevation. The colors of this elevation remain as shown on our previous colored elevations and color board. 5) Deletion of metal canopy at east side of Maintenance Building. See A1.1, A2.1 and A3.1. This metal canopy was originally planned for use in light car maintenance outside the Maintenance Building. Cendant has deleted this exterior car maintenance service from this site and therefore this canopy is no longer required. 6) Deletion of metal canopy at west side of the Maintenance Building. See A1.1, A2.1 and A3.2. This canopy was originally planned to shade the west facing windows of the Maintenance Bay. Cendant has now chosen to use a low "E" glass that will not require the use of this canopy for shading. The color tint of the glass will remain as shown on our previous color board. From our meeting on Wednesday, we understand that these changes will be reviewed and approved administratively by the Tukwila Planning Department. Please advise our office when we may anticipate approval of each of these items and if any of them will require any additional meetings or review processes. Mr. Brandon Miles July 29, 2005 Page Three of Three Very truly yours, We believe that this information and Cendant's attached revised drawings adequately describe Cendant's proposed changes for your review and comment. Please advise immediately if you require any additional information from Cendant or our office. Thank you again for your assistance with this project. We look forward to completing this project with the City of Tukwila. Chandler S. Eason Ill AIA Vice President 3, cc: Karl Westerman, Cendant Michael Lancaster, SRO Michael Aippersbach Lou Larsen, Pacific Engineering Design, LLC. Glen Takagi Kevin Chinn, Chinn Construction End: two sets of revised drawings dated 7/29/05: A1.1, A2.1, A2.2, A3.1, A3.2, A13.1, A22.1 and A23.1 May 16, 2005 King County Library System Administrative Offices 960 Newport Way NW Issaquah, WA 98027 RE: Report Document Dear King County Library: Enclosed with this letter please find the following document, Historical Information on Lewis and Clark Murals, Lewis and Clark Theater/Bowl, 15820 Tukwila International Boulevard The document was prepared by Leonard Garfield, Executive Director of the Museum of History and Industry in Seattle. The murals referenced in the report will be demolished as part of a private redevelopment of the site. As part of the Environment Review for the project, the City required that the murals be photographed and that a formal report on the history of the murals be provided. The City has provided the report for possible inclusion in the King County Library system. If you have any questions, please call (206) 431 -3684 or send an email to bmiles(aici.tukwi la.wa.us. Sincere! rand6n J. Mile Assistant Planner cc. File City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665 May 16, 2005 Gina Vale Tukwila Historical Society 12607 East Marginal Way S Tukwila, WA 98168 RE: Report Document Dear Ms Vale: Enclosed with this letter please find the following document, Historical Information on Lewis and Clark Murals, Lewis and Clark Theater /Bowl, 15820 Tukwila International Boulevard. The document was prepared by Leonard Garfield, Executive Director of the Museum of History and Industry in Seattle. The murals referenced in the report will be demolished as part of a private redevelopment of the site. As part of the Environment Review for the project, the City required that the murals be photographed and that a formal report on the history of the murals be provided. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, Brandon J. Miles Assistant Planner cc. File City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 L1.1 L1.2 L1.3 L1.4 L1.5 L1.6 City of Tukwila RE: Cendant Car Facility L04 -064 Revisions to meet BAR Decisions Department of Community Development Steve Lancaster, Director Background On March 24, 2005, the Board of Architectural Review (BAR) approved Design Review Application L04 -064. The application was for exterior renovations to buildings on the old Lewis and Clark Theater site, construction of a new building on the site, installation of perimeter landscaping and construction of a perimeter fence. The BAR approved the application subject to eight conditions. Conditions number three and four required that the applicant update the development and landscaping plans prior to issuance of any building permits. The BAR provided that the Director of Community Development review and approve the updated plans. On April 7, 2005, the applicant submitted the following revised sheets: The revised landscaping plans provide for additional trees along S. 160 Street in order to meet the City's tree requirements for Type III landscaped areas. The plan also calls for larger trees to be used along S. 160 Street. On April 8, 2005, the applicant submitted the additional revised sheets: A22.1 A23.1 The above revised sheets reflected the BAR's condition that the above ground fuel tank be fully screened from view. To accomplish the required screening the applicant has proposed the use of an 11'4" tall CMU wall located on both the north and south side of the tank. On the east and west side of the tank the applicant will use an 11' 4" tall chain link fence with slats to provide screening. Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 The applicant's proposal would fully screen the tank from view. However, the construction of a fence and wall in excess of ten feet would be very stark, especially viewed from the future Link Light Rail station located on the north side of SR 518. Riders at the Link Light Rail Station would be able to look directly into the site. Staff has provided the following condition to address this concern: 1. The applicant shall provide a 100 square foot landscape area on the north side of the above ground- screening tank, directly adjacent to the CMU screening wall. Within this landscaped area the applicant shall plant an appropriate evergreen species of trees that shall be at least six feet tall at the time of planting. This landscaped area must be provided with automatic irrigation. N. ra Gierloff, Planning Su, - rvisor Date: /24) (o 5 AFTER RECORDING RETURN TO: City Clerk City of SeaTac 4800 S. 188 St. SeaTac, WA 98188 -8605 AGREEMENT TO PAY FOR DEFERRED IMPROVEMENTS Owner(s): Sterling Realty Organization, Co. City: City of SeaTac, a municipal corporation Abbreviated Legal Description: Section 22 Township 23 North, Range 4 East, W.M. 102 Parcel 1 of City of Tukwila Boundary Line Adjustment #L02 -046 per K. C. Recording #20021025900001 said boundary line adjustment is located in South 1/2 of the Southwest 1/4 together with vacated S 158th St & vacated Military Rd. S. per City of Tukwila Ord #1878 K. C. Recording #20021025000129 (full legal see Exhibit "A" on pages 6 and 7). Assessor's Property Tax Parcel Account Number(s): 222304.9102 Reference Numbers of Documents Assigned or Released, if Applicable: N/A THIS AGREEMENT is made and entered into this /5 r ` day of 2005, by and between Sterling Realty Organization, Co., hereinafter called the "Owfier", and the City of SeaTac, a municipal corporation of the State of Washington, hereinafter called the "City ", on the following terms and conditions. WITNESSETH: WHEREAS, the Owner is the owner of real property in the City of SeaTac, County of King, State of Washington, located at 15820 International Blvd. and more particularly described as shown on Exhibit "A:, attached hereto at the pages referred above (the "Property"); and PAGE 1 WHEREAS, the Owner has made application to the City of Tukwila for permits to make certain improvements and/or develop the above - referenced Property, which permits have been approved, subject to construction of specified off -site improvements to the City of SeaTac right - of -way frontage on S. 160 St. at Owner's cost; and WHEREAS, the Owner desires to defer construction of those required improvements and the City is willing to permit deferral subject to this covenant and the agreement contained herein; NOW, THEREFORE, based upon good and valuable consideration, the sufficiency of which is hereby acknowledged, Owner covenants and the parties agree as follows: 1. CONSTRUCTION OF IMPROVEMENTS The Owner hereby agrees and covenants to A. Dedicate a 15 ft. wide strip of land adjacent to the S. 160 St right - of - way to the City of SeaTac which strip is 494LF, for right - of - way use together with a 10 ft. wide temporary construction easement area ( the "Easement Area ") immediately adjacent to said right -of -way dedication. This will facilitate the City's construction of the deferred improvements. Upon and after such dedication, the Owner shall no longer have any responsibility for landscaping the dedicated area (exclusive of the Easement Area) but shall maintain it in accordance with the SMC 11.05.140. B. Pay to the City of SeaTac a sum of money ($157,867.58) equal to the estimated per linear foot cost of the improvements ($199.57 per linear foot 2007 dollars) times the frontage distance (494 LF) on S. 160th St. and the estimated per square foot face of a MSE (mechanically stabilized earth) wall with an average height of 4 feet for the frontage distance (494 LF) along S. 160th St. Frontage Improvement Costs: $199.57 per LF x 494 LF = $ 98.587.58 Wall Costs: $ 30.00 per SF Face x 1976 SF Face = $ 59.280.00 Total Estimated Cost to Be Contributed to a CIP Fund: $157,867.58 These funds shall be placed by the City of SeaTac into the City's Transportation Improvement Fund to be used on either or both of the following Capital Improvement Projects, subject to the terms of this Agreement: PAGE 2 ST-015 — 34`h Ave. S. (from S. '160 St. to S. 176 St.). ST-122 — Military Rd. S. (from S. 160 St. to S. 179 St.). 2. DEFERRAL OF IMPROVEMENTS The City agrees to allow the Owner to defer the making, constructing, installing, and providing for the on -site and/or off -site improvements identified and set forth in Paragraph 1B and 4 of this Agreement, provided that the Owner completes its obligation as described in Paragraph 1 within 30 days of the above date of this Agreement. 3. NOTICE AND TIME OF CONSTRUCTION The obligation of the Owner to make, construct, install and provide for the off -site improvements ( "the Improvements ") described and set forth in Paragraph 4 of this Agreement shall be satisfied by the payment of funds, dedication of right -of -way, and granting of the temporary construction easement as described in Paragraph 4. The City shall use the funds to construct the Improvements at such time as the City constructs either of the projects listed in Paragraph 1 within the time frame of the City's current Transportation Improvement Plan or five (5) years from the date of this Agreement, whichever is sooner. If construction of the projects has not commenced prior to the fifth (5 anniversary of this Agreement, then in such event, the parties agree to either, at the Owner's election: (a) enter into a new Deferral Agreement (which new Deferral Agreement shall commence upon the termination of this Agreement) with exactly the same terms and conditions as set forth herein, except that the time limit for commencement of construction of the projects by the City shall be five (5) years from the execution date of that new Deferral Agreement, or (b) the funds plus accrued interest shall be returned to the Owner and the Owner shall design the frontage improvements along Owner's Property that fronts on 160 and provide the City with a bond for those improvements. The funds, plus accrued interest, shall be returned to Owner only in the following circumstances: (i) Construction of either of the projects has not commenced by the fifth (5 anniversary of this Agreement, and the Owner elects subsection 3(b) above; or (ii) The Owner elects subsection 3(a) above, and the construction of the improvements has not commenced during the five (5) year term of the new Deferral Agreement.. PAGE 3 4. DESCRIPTION OF IMPROVEMENTS AND TEMPORARY CONSTRUCTION EASEMENT A. The off -site improvements, the construction of which is deferred by terms of this Agreement are described as follows: 494 linear ft. of portland cement concrete vertical curb and gutter; 494 linear feet of portland cement concrete sidewalk (minimum 6 ft. wide); commercial driveway approach (maximum width of 30 ft.); street trees (2.5" caliper as measured 4 feet above the ground at time of planting) (30 ft. on center); street lighting (150 ft. on center); landscape strip (minimum 5 ft. wide); 494 linear feet of 12" diameter storm drainage piping; type I catch basins (300 ft. on center); topsoil for landscape strip (minimum of 6" deep); seeding of landscape strip; 494 linear feet of mechanically stabilized earth (MSE) wall with Keystone or other equivalent facing and an average height of 4 ft.; asphalt concrete pavement (4 to 6 inches thick) to widen the existing paved road from the current %2 street pavement section of 22 ft. to a %2 street pavement section of 28 ft.; 6" of crushed surfacing base and top course under the pavement and sidewalk sections; roadway excavation; traffic control; 494 linear feet of sawcutting of existing pavement; mobilization; clearing and grubbing of organic matter from the construction areas; and engineering and contingency. B. Grantor, the Owner, in consideration of mutual benefits for public use, does hereby grant to Grantee, the City, and its agents or assigns, the right, permit, license, and easement ( "Easement ") to use and occupy Easement Area described in Paragraph 1A above from date of the beginning of the City's construction of the off - site improvements described in Paragraph 1 and 4 above (the "Project ") until the completion of the construction pursuant to the timeline hereinafter described. Grantee shall notify Grantor in writing at least sixty (60) days prior to the commencement of the Project, which notice shall contain the timeline for the Project. Grantee shall complete the Project within that timeline, subject to events of force majeure. This Easement is being given under threat of and in lieu of eminent domain C. During construction of the Project, and to the extent that the City has to remove any portion of the secured fencing around the Property, then the City shall provide substitute security fencing for the duration of construction. At the completion of construction, the City shall reinstall the security fencing around the Property in materials and in the locations approved by Owner. D. Grantee does hereby release, indemnify and promise to defend and save Grantor harmless from and against any and all liability, loss, damage, expense, actions and claims, including costs and reasonable attorney's fees incurred by Grantor in defense thereof, resulting or arising directly or indirectly on account of or out of acts or omissions of Grantee or its servants, agents, employees or contractors in the exercise of the rights granted herein; provided, however, this paragraph does not indemnify Grantor against liability for damages arising out of bodily injury to persons or damage to property caused by or resulting from the negligence of Grantor or Grantor's agents or employees. PAGE 4 E. It is understood and agreed that upon completion of construction of the Project, Grantee or its agents shall restore the disturbed lands, at Grantee's sole cost, as nearly as possible to the condition immediately before the Property was entered upon by Grantee, including the security fencing referenced above. Such restoration work shall include, but not be limited to the installation and/or replacement of irrigation facilities, plantings, landscaping and lighting fixtures that were disturbed or destroyed; and the installation and/or replacement of drainage facilities. 5. AGREEMENT APPURTENANT AND BINDING ON SUCCESSORS This Agreement and the covenants, conditions, and terms hereof shall be appurtenant to, and shall run with, the real property described in Exhibit "A" of this Agreement, and shall be binding on the heirs, assigns, and successors in interest of the Owner. 6. CHOICE OF LAW This Agreement shall be construed in accordance with the laws of the State of Washington. In the event of any litigation regarding construction or effect of this Agreement, or the rights of the parties to this Agreement, it is agreed that venue shall be King County, Washington. 7. COSTS TO PREVAILING PARTY In the event that either party initiates any action to enforce the terms and conditions of this Agreement, the prevailing party shall be entitled to reasonable costs and attorney's fees. 8. LIDS. By Owner's performance of its obligations set forth in Paragraph 1 above, the City agrees that Owner shall have satisfied any and all assessments or obligations that may hereinafter be imposed pursuant to a LID formed with respect to either or both of the projects referenced in Paragraph 1, and that no special assessment shall be made against Owner with respect to any such future LID. 9. CITY'S APPROVAL OF TUKWILA PERMITS. The City agrees, upon full execution of this Agreement, to provide the City of Tukwila with written approval of the Owner's SEPA checklist, and to notify the City of Tukwila that the Owner has satisfied the City's requirements re: off-site improvements associated with Owner's project. PAGE 5 10. ENTIRE INSTRUMENT Exhibit "A ", and the improvements described in Paragraphs 1B and 4 of this Agreement, contain the entire understanding of the parties with respect to the matter set forth and herein and any prior or contemporaneous understandings are merged herein. This Agreement shall not be modified except by written Agreement executed by the parties hereto. IN WITNESS WHEREOF, the parties hereto have executed this Agreement effective on the date and year first above set forth. Owner: Sterling Realty Organization, Co. By: avid Schooler President STATE OF WASHINGTON ) COUNTY OF KING ) ss. City of SeaTac: Dale Schroeder, P.E. Public Works Director Approved as to Form: A-- CSC -Ais `,U City Attorney On this day personally appeared before me David Schooler, to me known to be the President of Sterling Realty Organization, Co., the corporation that executed the within and foregoing instrument, and acknowledged the said instrument to be the free and voluntary act and deed of the said corporation, for the uses and purposes therein mentioned, and on oath stated that he was authorized to execute the said instrument. GIVEN under my hand and official seal or stamp this 13 day of i I 2005. P t Name: NOTARY PUBL C in and for the S of Washington, residing at My commission expires: PAGE 6 fAi—j STATE OF WASHINGTON ) ) ss. COUNTY OF KING ) On this day, personally appeared before me Dale Schroeder, P.E., to me known to be the Public Works Director of the City of SeaTac, Grantee herein, who executed the within and foregoing instrument, and acknowledged that the said instrument was signed as his free and voluntary act and deed for and on behalf of the City, for the uses and purposes therein mentioned, and stated that he was authorized to execute the said instrument for and on behalf of the City. GIVEN under my hand and official seal or stamp this l . s it day of Fir r■ I t,2 , 2005. Print Name: Svc_ e.: Is v.-- NOTARY PUBLIC in and for the State of Washington, residing at 14 My commission expires: D 3 U 7- 6 7 PAGE 7 EXHIBIT "A" LEGAL DESCRIPTION THAT PORTION OF THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE SOUTH 88 °38'54" EAST, ALONG THE SOUTHERLY LINE OF SAID SECTION 22, A DISTANCE OF 542.25 FEET; THENCE NORTH 01 '21'06" EAST, 30.00 FEET TO THE TRUE POINT OF BEGINNING; • THENCE NORTH 00°54'31" EAST, 202.01 FEET; THENCE NORTH 88°38'54" WEST, 186.89 FEET; THENCE NORTH 17 ° 12'20" EAST, 155.93 FEET; THENCE NORTH 88°38'54" WEST, 187.81 FEET TO A POINT ON THE EAST RIGHT -OF- WAY LINE OF PACIFIC HWY. SOUTH; THENCE NORTH 20°06'06" EAST ALONG SAID EAST RIGHT-OF-WAY, 398.31 FEET TO A POINT ON THE CENTERLINE OF VACATED SOUTH 158 STREET; THENCE NORTH 51°34'14" EAST ALONG SAID CENTERLINE OF VACATED SOUTH 150 STREET, 89.42 FEET; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 35°51'14" EAST, 180.60 FEET; THENCE CONTINUING ALONG SAID CENTERLINE NORTH 70 °59'44" EAST, 90.86 FEET TO A POINT ON THE CENTERLINE OF VACATED OLD MILITARY ROAD AND A POINT ON A NON TANGENT CURVE CONCAVE TO THE EAST HAVING A RADIUS OF 477.68 FEET TO WHICH A RADIAL LINE BEARS SOUTH 82°24'12" WEST; THENCE NORTHERLY ALONG SAID CURVE 68.35 FEET THROUGH A CENTRAL ANGLE OF 8°11'53"; THENCE LEAVING SAID CENTERLINE NORTH 39°40'27" EAST, 31.97 FEET; THENCE NORTH 5 °59'59" EAST 4.51 FEET TO THE SOUTHERLY MARGIN OF S.R. 518; THENCE SOUTH 77°56'12" EAST ALONG SAID MARGIN 22.75 FEET; THENCE SOUTH 82 °02'59" EAST ALONG SAID MARGIN 324.59 FEET; THENCE SOUTH 56 °18'54" EAST ALONG SAID MARGIN 115.43 FEET; THENCE NORTH 89 °30'59" EAST ALONG SAID MARGIN 5.44 FEET; THENCE LEAVING SAID MARGIN SOUTH 00°29'01" EAST 215.00 FEET; THENCE NORTH 89°30'59" EAST, 7.50 FEET; THENCE SOUTH 00°29'01" EAST, 118.18 FEET; THENCE SOUTH 46 °53'12" WEST, 147.71 FEET; THENCE SOUTH 52°02'06" WEST, 147.08 FEET; THENCE SOUTH 37 °57'54" EAST, 166.00 FEET; THENCE SOUTH 26 °58'59" EAST, 41.94 FEET; THENCE SOUTH 37°57'54" EAST, 40.78 FEET; THENCE SOUTH 111'06" WEST, 199.21 FEET TO THE NORTH MARGIN OF SOUTH 160 STREET; THENCE NORTH 88°38'54" WEST ALONG SAID MARGIN 493.91 FEET TO THE TRUE POINT OF BEGINNING. EXCEPT, THAT PORTION DESCRIBED AS FOLLOWS: PAGE 8 COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 22; THENCE SOUTH 88°38'54" EAST ALONG THE SOUTHERLY LINE OF SAID SECTION 22, A DISTANCE OF 441.15 FEET; THENCE NORTH 01°21'06" EAST, 290.12 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 02 °09'44" EAST, 39.86 FEET; THENCE NORTH 87°50'16" WEST, 10.00 FEET; THENCE NORTH 02 ° 09'44" EAST, 72.30 FEET, THENCE SOUTH 87 °50'16" EAST, 10.00 FEET; THENCE NORTH 02 °09'44" EAST, 7.83 FEET; THENCE NORTH 87 4.25 FEET; THENCE NORTH 02 °09'44" EAST, 11.30 FEET; THENCE NORTH 87°50'16" WEST, 36.00 FEET; THENCE NORTH 02 °14'55" EAST, 138.18 FEET; THENCE NORTH 81°02'13" WEST, 10.37 FEET; THENCE SOUTH 02 °12'40" WEST, 4.17 FEET; THENCE NORTH 87 °47'20" WEST, 36.40 FEET TO A POINT OF A NON TANGENT CURVE, AT WHICH POINT THE RADIAL CENTER BEARS NORTH 89°31'00" EAST, DISTANT 443.57 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 31 °19'16 ", AN ARC DISTANCE OF 242.48 FEET; THENCE SOUTH 62 °01'33" EAST, 38.04 FEET; THENCE SOUTH 27 °58'27" WEST, 3.94 FEET; THENCE SOUTH 68°28'04" EAST, 35.96 FEET; THENCE SOUTH 61 °43'49" EAST, 23.86 FEET; THENCE NORTH 27 °58'32" EAST 4.58 FEET; THENCE SOUTH 62 °01'28" EAST, 48.19 FEET; THENCE NORTH 27 ° 58'32" EAST, 10.00 FEET; THENCE SOUTH 62°01'28" EAST, 16.00 FEET; THENCE SOUTH 27 °58'32" WEST, 10.00 FEET; THENCE SOUTH 62°01'28" EAST, 23.50 FEET; THENCE SOUTH 27 °58'32" WEST, 12.47 FEET; THENCE SOUTH 61 °58'40" EAST, 62.10 FEET; THENCE NORTH 28 °01'20" EAST, 10.00 FEET; THENCE SOUTH 61 °58'40" EAST, 6.30 FEET; THENCE SOUTH 28°01'20" WEST, 10.00 FEET; THENCE SOUTH 61 °58'40" EAST, 28.36 FEET; THENCE SOUTH 15°09'13" WEST, 90.38 FEET; THENCE SOUTH 87°45'12" EAST, 8.23 FEET TO A POINT ON A CURVE, AT WHICH POINT THE RADIAL CENTER BEARS SOUTH 02 °14 "48" WEST, DISTANT 31.28 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 150°04'49 ", AN ARC DISTANCE OF 81.93 FEET; THENCE SOUTH 02 °06'21" WEST, 41.27 FEET; THENCE SOUTH 87 °53'39" EAST, 10.70 FEET; THENCE SOUTH 02°06'21" WEST, 21.20 FEET; THENCE SOUTH 87 °53'39" EAST, 10.00 FEET; THENCE SOUTH 02 °06'21" WEST, 3.50 FEET; THENCE NORTH 87 °53'39" WEST, 10.00 FEET; PAGE 9 THENCE SOUTH 02 °06'21" WEST, 36.59 FEET; THENCE NORTH 87 °53'39" WEST, 10.67 FEET; THENCE SOUTH 02 °14'47" WEST, 3.01 FEET; THENCE SOUTH 87°45'13" EAST, 10.00 FEET; THENCE SOUTH 02 °14'47" WEST, 65.68 FEET; THENCE NORTH 87°45'13" WEST, 10.00 FEET; THENCE SOUTH 02 °14'47" WEST, 52.53 FEET; THENCE NORTH 87 °48'31" WEST, 119.82 FEET; THENCE SOUTH 02 °11'29" WEST, 10.00 FEET; THENCE NORTH 87 °48'31" WEST, 3.40 FEET; THENCE NORTH 02 °11'29" EAST, 10.00 FEET; THENCE NORTH 87 °48'31" WEST, 97.81 FEET TO THE TRUE POINT OF BEGINNING. ALSO EXCEPT ANY PORTION THEREOF LYING NORTHERLY OF THE SOUTH MARGIN OF SECONDARY STATE HIGHWAY NO. 1/L AS DESCRIBED IN KING COUNTY SUPERIOR COURT CAUSE NO.545600. ALSO EXCEPT ANY PORTION THEREOF LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT 285 FEET SOUTHWESTERLY, WHEN MEASURED AT RIGHT ANGLES, FROM THE CENTER LINE OF SR 518, RIVERTON HEIGHTS: SR 509 TO SR 5; THENCE SOUTHEASTERLY PARALLEL WITH SAID CENTER LINE TO A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS H.E.S.) 128+00; THENCE SOUTHEASTERLY IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 131 +40 AND A DISTANCE OF 245 FEET SOUTHWESTERLY THEREFROM; THENCE CONTINUING SOUTHEASTERLY IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 132 +50 AND A DISTANCE OF 280 FEET SOUTHWESTERLY THEREFROM; THENCE EASTERLY IN A STRAIGHT LINE TO A POINT OPPOSITE H.E.S. 137 +35 AND A DISTANCE OF 170 FEET SOUTHERLY THEREFROM; THENCE EASTERLY PARALLEL WITH SAID CENTER LINE TO H.E.S. 140+00 AND THE END OF THIS LINE DESCRIPTION. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. SUBJECT TO RIGHTS, TITLE, EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD OR WHICH ATTACH THERETO BY OPERATION OF LAW. PAGE 10 Mayor Frank Hansen Deputy Mayor Terry Anderson Councilmembers Gene Fisher Chris Wythe Ralph Shape Joe Brennan Don DeHan April 4, 2005 Dougherty Family Ltd. Partnership Attn: Kenneth G. Dougherty & Glenn A Wahlbrink Post Office Box 2324 Renton, WA 98056 Re: Tukwila SEPA L04 -064 Dear Mr. Dougherty and Mr. Wahlbrink, The City is in receipt of your letter to the City of Tukwila dated March 22, 2005 and to the City of SeaTac dated March 23, 2005. The primary concern in your letters is for your tenants utilizing the recently constructed U -turn configuration on International Boulevard, located just south of the SR 518 interchange traffic signal. Your request is to improve the U -turn safety by periodically maintaining a red signal for southbound traffic. We have reviewed your request and determined that the current U -turn configuration and operation are practical, consistent with improvements elsewhere on International Boulevard and meet safety and operational objectives. Therefore, no change will be implemented at this time. Conditions will be monitored for future consideration. If you have any further questions or concerns, you may call me at 206 - 973 -4741. Sincerely, .J0(4 Tom Gut, P.E. City Engineer "The Hospitality City" Cc: Mayor Frank Hansen Bruce Rayburn, City Manager Dixie Hallenberger, Engineering Technician Supervisor Brandon Miles, City of Tukwila Assistant Planner File ST -021 tior oak,. 'x(/05 op •'. 44 4800 South 188th Street • SeaTac, WA 98188 -8605 City Hall: 206.973.4800 • Fax: 206.973.4809 • TDD: 206.973.4808 • www.ci.seatac.wa.us City Manager Bruce A. Rayburn Assistant City Manager Craig R. Ward City Attorney 0 6 Mary E. Mirante Bartolo City Clerk Judith L. Cary Michael Lancaster, C5M Property /Construction Manager (425) 455 -8151 mikel @sterlingrealty.com March 11, 2005 Mr. Brandon J. Miles Assistant Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 -2544 STERLING REALTY ORGANIZATION MAR 16 ?005, 00,1mmui AMFNt RE: Maintenance Contract / S. 158th Landscaping — Lewis and Clark Property Dear Brandon: I understand there has been some concern regarding the level of landscape maintenance along S. 158th Street adjacent to Shuttle Park 2. A couple of landscape maintenance companies have presented bids on the work to be done in this area. I have just contracted with Whirlwind Services who will be bringing that area up to a better standard. This work will begin in the next 10 days. Effective April 1 they will be present on a weekly basis, except in the winter, when they will be on site 2 times per month. I think this change will provide better coverage, to the satisfaction of all concerned. If you have any questions, please feel free to contact me at (425) 455 -8151 or e-mail at mikelia�sterlingrealty.com. Sincerely, Michael Lan ster, CSM Property/Construction Manager MUps cc: David Schooler Michael Aippersbach 600 106th Ave. h.E., Bellevue, WA, Suite 200 • Mail to: P.O. Box 91723, Bellevue, WA 98009 -1723 (425) 455 -8100 • Fax (425) 455 -8165 Brandon Miles - CENDANT - LEWIS & CLARK SITE Page 1 From: "Michael Aippersbach" <aipp @prodigy.net> To: "Brandon Miles" <bmiles @ci.tukwila.wa.us> Date: 3/21/05 8:07AM Subject: CENDANT - LEWIS & CLARK SITE Brandon - A few weeks ago, I met with the Mayor Steve Mullett and the City Manager about the upcoming Cendant project since I know that it is quite likely that the City will be receiving calls when the access to the Lewis & Clark site is shut down. When I spoke with them I had asked for their suggestions as to how we might help the City with that issue. After some discussion, the Mayor suggested among other things installing signs giving the date as to when access would cease so that nearby residents did not get trapped within the site and have to retrace their steps to exit. We are planning to do that and will have the signs made up for installation at the appropriate time. This past Thursday we also met the El Charro owners at the site to discuss the closure of the access. Ken Dougherty, one of the owners of the El Charro property (which as you know contains both the restaurant building and the building which houses the Ace hardware store and other shops) asked us if he with SRO's assistance could for a period of time use the readerboard signs currently on the SRO property with wording to notify and direct their customers as to how to access their property. This could include both the readerboard sign along Tukwila International Boulevard and the smaller one at the driveway entrance along S. 160th Street. No wording has been worked out as yet for the readerboards. Is it possible for a period of time to use the existing readerboards for that purpose? We'd like to get back to Mr. Dougherty ASAP and certainly before the hearing on Thursday evening. Please advise. Thanks! Michael Aippersbach Michael Aippersbach & Associates PO Box 95429 Seattle WA 98145 -2429 (206) 523 -3764 (206) 524 -0337 Fax aipp @prodigy.net Notice: This message is intended solely for the use of the individual and entity to whom it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable state and federal laws. If you are not the addressee, or are not authorized to received for the intended addressee, you are hereby notified that you may not use, copy, distribute, or disclose to anyone this message or the information contained herein. If you have received this message in error, immediately advise the sender by reply email and destroy this message Quote: "One of the definitions of insanity is doing the same thing in the same way and expecting different results" - Anonymous CC: "Greg Harrison" <Greg.Harrison @Cendant.com >, "Chandler Eason" <ceason3 @bdaarch.com >, "Karl Westermann" <karl.westermann @cendant.com >, "Kevin Chinn" <kevinc @chinnconstruction.com >, "Michael Lancaster" <mikel @SterlingRealty.com> Brandon Miles - Re: Cendent Car Rental Horizon Year Page 2 (425) 883 -4134 (425) 867 -0898 fax Permits applied for include: • Design Review Approval • Development Permit City of Tukwila March 10, 2005 CITY OF TUKWILA NOTICE OF HEARING PROJECT INFORMATION Department of Community Development Steve Lancaster, Director The City has received a development application from Cendant Car Group to convert the existing Lewis and Clark Recreation site into a regional facility for their rental operations. Site work includes the demolition of the existing theater, construction of a new Quick Turnaround Facility (QTA), import of fill material to level the construction site, construction of a security fence, exterior alterations to the remaining buildings, installation of a security booth, planting of new landscaping material, and construction of frontage improvements along S. 160 Street. The property is located in the SW' section 22, Township 23N, Range 4E., W.M. The site is directly south of State Route 518 and is bordered by TIB and S.160 Street. The two adjacent rights of ways are within the jurisdiction of the City of Seatac. (See enclosed site map) You are invited to comment on the project in writing before the meeting or at a public hearing scheduled for March 24, 2005 at 7:00 PM before the Board of Architectural Review. The hearing will take place at City Hall in City Council Chambers, 6200 Southcenter Blvd. To confirm the time and date before the hearing, call the Department of Community Development at 206 -431 -3670. For further information on this proposal, contact Brandon J. Miles at 206 - 431 -3684 or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. FILES AVAILABLE FOR PUBLIC REVIEW Steven M Mullet, Mayor The project files are available at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development (DCD), located at 6300 Southcenter Boulevard #100. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE OFFICE OF ARCHAEOLOGY ( TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE 1 () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DMSION ( ) KC. DEPT OF PARKS & REC C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA UBRARY () RENTON UBRARY () KENT UBRARY () CITY OF SEATTLE UBRARY ( ) OWEST ( ) SEATTLE CITY UGHT () PUGET SOUND ENERGY () HIGHUNE WATER DISTRICT () SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES ( ) KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS ()POLICE () PLANNING () PARKS & REC. ( ) CITY CLERK () PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE MUCKLESHOOT INDIAN TRIBE ULTURAL RESOURCES PROGRAM HERIES PROGRAM LDUFE PROGRAM ( ) SEATTLE TIMES ()SOUTH COUNTY JOURNAL CHECK' 'ST: ENVIRONMENTAL REVIEW/SHOREUNE PERMIT MAILINGS ( ) FIRE ( ) FINANCE ( ) BUILDING ()MAYOR FEDERAL AGENCIES WASHINGTON STATE AGENCIES KING COUNTY AGENCIES SCHOOLS/UBRARIES UTIUTIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA P:\ADMIN [STRATI V E\FORMS \CHKLIST.DOC p ?i,1\\ tic-"ut () U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE ( ) DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV EPT OF ECOLOGY, SEPA DIVISION* OFFICE OF ATTORNEY GENERAL • SEND CHKUST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION () HEALTH DEPT ( ) PORT OF SEATTLE () KC. DEV & ENVIR SERVICES -SEPA INFO CNTR ( ) KC. TRANSIT DMSION - SEPA OFFICIAL ( ) KC. LAND & WATER RESOURCES ()FOSTER UBRARY () K C PUBLIC UBRARY ()HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBUC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERIWATER DISTRICT ( ) NTON PLANNING DEPT CITY OF SEA -TAC CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. AMISH INDIAN TRIBE .S. AIR POLLUTION CLEAN AGENCY ( SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION •SENO NOTICE OF ALL APPUCATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW P:\ADMMISTRATNEIFORMS \CHILLIST.DOC P'LIC NOTICE MAILINGS FOR 1iMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION' I , L } k\O 4q, erf-tf---- i HEREBY DECLARE THAT: - Notice of Public Hearing Determination of Non- Significance Project Name: Notice of Public Meeting Mitigated Determination of Non - Significance Project Number: �- Board of Adjustment Agenda Pkt Mailer's Signature: Determination of Significance & Scoping Notice Person requesting mailing: P.Anci416/1 d/I,' Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this 11) day ofMtwjan the year 2005 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: f(/L ( - Project Number: �- Mailer's Signature: S/1../ D �y -. .gnacit_ ' Person requesting mailing: P.Anci416/1 d/I,' Was mailed to each of the addresses listed on this 11) day ofMtwjan the year 2005 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Brandon Miles - Your Email Page 1 From: Brandon Miles To: Michael Aippersbach Date: 1/27/05 11:59AM Subject: Your Email Michael, With regards to the exterior changes to the buildings. From the elevations submitted they do look better than the original plans. However, the City still needs to see a color rendering and a material board that reflects the new changes. TIBDG- Under TMC 18.60.050 (B) the TIBDG are the design criteria that are used to evaluate projects on TIB. I assume you are interested in the requirements regarding the ped walkways. The following is listed on the first page of the TIBDG, "An important goal of the community is to establish and promote a built environment that is functional and attractive for both motorists and pedestrian, and these criteria and guidelines will aid in achieving that goal. For example, building facade that are visually interesting are required, and prominent building entries are encouraged. Walkways connecting the building entrances to the street are required, and pedestrian amenities such as benches, special lighting, and areas for displays are encouraged. These provisions will help create a more pleasant environment in which to walk, shop, and do business in the area." Staff does not make the final decision on this project. Staff will provide the BAR a recommendation on the project, either approval, approval with conditions, or denial. The BAR can also continue the Public Hearing until such time that staff and the applicant resolve any issues. If Cendant is unhappy with the comments that staff is making on the project, they can ask the BAR to ignore staffs recommendation or conditions. You noted the following in your email: "We are proposing elevated on -site sidewalks from TIB to the admin building and from the admin building to S. 160th. However, for the rest of the pedestrian walkways on the site we are proposing painted areas on the pavement." However, the plans which you gave me last week clearly note that the ped walkways from the building to both TIB and S. 160th Street will be six foot ped walkway with striping. No where on the plan is it mentioned that the ped walkways will be elevated sidewalks. Perhaps you are only referencing the ped walkways that are not in the drive path. However, even in the drive path the ped walkways must be elevated with a color and material that is distinct from the surrounding drive surfaces. The following comment is also noted your email: "The 150 employee number may be misleading. The 150 employees' figure is a total - there will not be 150 employees at the site at the same time." However, the SEPA Checklist does not say this. The following comment is made in the SEPA Checklist: "No waste material will be discharged via septic system. Sanitary sewer expected to serve approximately 150 employees per shift". The SEPA Checklist asks how many people will reside or work in the completed project. The answer given: Brandon Miles - Your Email Page 2 "50 - 150 people per shift, two shifts total will work on this site." These two comments in the SEPA Checklist clearly state during a peak shift there will be 150 people on the site. The City must be able to rely on the SEPA Checklist to provide correct and factual information. To answer your next two question /comments, The walkways are a requirement. If they are not provided, Staff will recommend that the application not be approved without the walkways. Staff can ask that the BAR include the ped walkways as a condition of approval. The opportunity does exist for pedestrian circulation from the site to nearby commercial businesses. Applicants and staff don't have the ability to look the other way because an applicant does not want to comply with City requirements. An applicant cannot pick and choose which requirements they will meet and which they won't. They all must be complied with. As I have noted before, the City allows a wide range of uses along TIB, however these uses must comply with the City' s strict design requirements. The TIBDG are not new, the need to comply with these guidelines was noted at the pre - application conference. If Cendant feels that these guidelines are burdensome considering their use, they should consider locating in an industrial zone where the design standards are not as stringent. LANDSCAPING- With regards to the fence location and landscaping. TMC 18.52.040 (F) states, "All fences shall be placed on the interior side of any required perimeter landscaping." This requirement was noted at the pre - application meeting. There is no way around this requirement. The statement that this would create problems in maintaining the landscaping is something that SRO and Cendant will have to address. If that includes having a gate, having an agreement with adjacent property owners for access, that is something that needs to be considered. Another option is to simply not have a fence. Your concern of a creating a no -mans land is a valid concern perhaps a fence should not be constructed along the El Charro and Dollar Rent a Car site. In regards to item three, the fence needs to be located on the interior side of the perimeter landscaping (TMC 18.52.040 (F)). The guardrail must be located outside of the landscaping area. If Dollar Rent a Car is encroaching on SRO property that is a matter between private properties. MEETING DATE- I only had about three days to look at the plans you gave me and I was the only one to look at them. Additionally, the plans that were submitted did not include a landscaping plan, color renderings, color perspectives, or a material board. In my January 3, 2005 letter I clearly laid out what was needed to have a complete resubmittal. When the resubmittal is submitted to the City it will be routed to Fire, PW, Building, and the City of Seatac for comments. The maximum turn around that Planning staff gives these departments to review the new submittal is three weeks. I extremely hope that one new submittal is all that is needed prior to this matter going to design review. In order to reduce the number of resubmittals the applicant should review the pre - application notes provided by the City, review applicable landscaping provisions (the landscaping plans submitted was not even close to meeting the City's guidelines under TMC 18.52), insure that the TIBDG have been met, and insure that the comments made in the City's letter of January 3, 2005 have been addressed. If the resubmital shows that the applicant is complying with the TIBDG, TMC, and the City's comment letter this matter will be scheduled before the BAR. I don't understand your final question. A new submittal has not been made addressing my first comment letter. I can't anticipate on when I will have comments when nothing has been resubmitted. Once again, Brandon Miles - Your Email Page 3 refer to my Janurary 3, 2005 letter on what needs to be submitted for the resubmittal to be deemed complete. If you have all of the design review information submitted to the City by February 1, 2005 this matter can go before the BAR in February. Please see my letter dated January 3, 2005 for what needs to be submitted. However, please note that the information must be complete, accurately show the project, and show compliance with City Code. If staff believes that the matter can go before the BAR, staff will require that some additional copies of materials be submitted by the applicant for the BAR packets. Please feel free to ask any questions, Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 - 3665 bmiles @ci.tukwila.wa.us Brandon Miles - RE: Ped Walkways Page 1 From: "Cory Shelest" <Cory@GramorWa.com> To: "Brandon Miles" <bmiles @ci.tukwila.wa.us> Date: 1/6/05 11:59AM Subject: RE: Ped Walkways Brandon, 1) The entire trash enclosure will be a "split -face CMU ", color: "Sandstone ". The color scheme will match that of the building. We think it will present very well. 2) First, we are confused on the concept of a 6" raised pedestrian walk within a driveway area. I have never seen one before. Would you be able to provide us with an address of where something like this exists in Tukwila? Second, a 6" raised walkway would be major concern of our tenants, mainly Starbucks. Essentially, a 6" raised walkway would become a 5 foot wide speed bump. A problem arises for the Starbucks customer because they will now need to negotiate a awkward speed bump with a full cup of steaming coffee in their hand or cupholder. It really becomes a safety issue for the customer. Moreover, it is felt that these speed bumps are invalidated because vehicles will not be approaching any of these crossing points with enough speed to warrant a speed bump; the curved design of the drive thru egress inhibits a vehicle from amassing any speed at all. Please call me so we can discuss this further. Thanks, Cory Shelest phone: 425- 787 -9863 fax: 425 - 742 -5553 — Original Message — From: Brandon Miles [ mailto:bmiles @ci.tukwila.wa.us] Sent: Wednesday, January 05, 2005 4:04 PM To: Cory Shelest Subject: RE: Ped Walkways Cory, TMC 18.56.040 (d) notes, 'Where pedestrain walks are used in parking lots for the use of foot traffic only, they shall be curbed or raised six inches above the lot surface." Considering the heavy amount of traffic through the drive through lane, the two ped walkways need to be raised. The walkways also need to have a distinct color from the surronding drive surface. I am only talking about those walkways that intersect through the drive surface, not the actual plaza area near the front of the building. I had another questin regarding the trash enclosure. In your letter you note, "We will use a split face CMU bandling finish with color specified as "Sand Stone "..." Will the entire enclosure be split face CMU with Brandon Miles - RE: Ped Walkways Page 2 the sand stone as a highlight or with the enclosure be smooth faced CMU with Sand Stone split faced CMU used as a highlight? Thanks Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us »> "Cory Shelest" <Cory@GramorWa.com> 01/05/05 03:15PM »> Yes, at this time we had proposed Paint Striping at all pedestrian cross points. We have also toiled in considering using 'elevated' Paint Striping which will help to identify these features for the cars and pedestrians. Cory Shelest phone: 425- 787 -9863 fax: 425- 742 -5553 — Original Message--- - From: Brandon Miles [mailto:bmiles @ci.tukwila.wa.us] Sent: Wednesday, January 05, 2005 9:35 AM To: Cory Shelest Subject: Ped Walkways Cory, When the ped walkways go through the driving area will they have just stripes on the asphalt? Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us CC: "Mel Maertz" <melm @CONNELLDESIGN.com >, "John Graham" <John @GramorWa.com> Brandon Miles - Re: Fax (Cendant Car Rental Project) Page 3 Item # 3 - listed under the City of SeaTac heading on page 3 as point # 1 in your letter. Have you received a written letter from the City of SeaTac on the points listed in this letter? The statement that "historically the primary access was International Boulevard" is inaccurate at worst (at least since approximately 1984 when the theater box office entry was shifted to the east side of the those buildings together with the bulk of the parking located east of the buildings) and incomplete at best. Cendant will of course respond to this comment. Secondly, I was unable to find the attached frontage improvement detail referred to in the letter in my mailed copy. Can you re -send? Thanks, Brandon! Michael Aippersbach Michael Aippersbach & Associates PO Box 95429 Seattle WA 98145 -2429 (206) 523 -3764 (206) 524 -0337 Fax aipp @prodigy.net Notice: This message is intended solely for the use of the individual and entity to whom it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable state and federal laws. If you are not the addressee, or are not authorized to received for the intended addressee, you are hereby notified that you may not use, copy, distribute, or disclose to anyone this message or the information contained herein. If you have received this message in error, immediately advise the sender by reply email and destroy this message Quote: "One of the definitions of insanity is doing the same thing in the same way and expecting different results" - Anonymous Original Message From: "Brandon Miles" <bmiles@ci.tukwila.wa.us> To: <aipp©prodigy.net> Sent: Wednesday, December 15, 2004 9:16 AM Subject: Fax Michael, I tried to fax the comment letter to you yesterday but I got an error message. I have attached an unsigned copy of the letter with this email. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us January 3, 2005 Mr. Michael Aippersbach PO Box 95429 Seattle, WA 98145 -2429 City of Tukwila Department of Community Development Steve Lancaster, Director RE: Cendant Design Review Comments, (L04 -064) A. Site Design Concept Dear Mr. Aippersbach: The City of Tukwila has completed its first review of the design review application for Cendant Car Facility. The applicant was submitted on September 27, 2004 and subsequently deemed incomplete on October 12, 2004. Additional information was submitted to the City and the application was deemed complete on November 2, 2004. The City has reviewed the design review application and has provided the following comments. These comments are intended to insure that the project will comply with applicable City Code requirements. Please note that this project is subject to the Tukwila International Boulevard Design Guidelines (TIBDG) and not to the criteria laid out in Tukwila Municipal Code (TMC) 18.60.050 (B). 1. Site Design The site will include three pedestrian walkways; one will be located to the west of the main buildings and will connect to the sidewalk along Tukwila International Boulevard (TIB); the second walkway will be located to the south of the maintenance building and will extend to S. 160 Street; the third walkway will connect the QTA facility with the other buildings on the site. Currently, there are no sidewalks along S. 160 Street. The proposed S. 160 walkway will simply become a dead end when it reaches S. 160 Street. 1. The walkway that extends to S. 160 Street must connect to a public sidewalk. The current proposal is to have the walkways simply be striped on asphalt. TMC 18.56.040 (7) (d) notes that pedestrian walkways in parking lots shall be curbed or raised six inches Steven M. Mullet, Mayor 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 ■ above the lot surface. TIBDG section 1 L notes guidelines that need to be used for the pedestrian walkways in parking areas. 2. Staff would recommend the use of raised walkways and that the walkways differ in paving materials, texture and/or color from the vehicle circulation area. 3. Additionally, bollards should be used at the crossing of the major drive path near the buildings. The Civil Plans submitted for the project need to account for the walkway elevations on the property. B. Relationship to Street Front The current proposal to provide a "distinct street edge" for the project is the use of a chain link fence and landscaping. The intent of this section of the TIBDG is to create an active, safe pedestrian environment and to unify the streetscape by providing a consistent edge to the street. The current proposal will not meet the above requirements. The street edge on TIB and S. 160' Street will not be the same. The street edge along TIB includes curb, gutter, sidewalk, and a landscaping strip. There is no sidewalk or landscaping strip on S. 160 Street. The TIBDG require and City of Tukwila Public Works Standards require that sidewalks be installed along S.160 Street. "Public sidewalks are required along all street frontages -12 foot wide sidewalk along TIB and eight foot sidewalks along all other streets. Public landscaping occurs within these sidewalks. Where sidewalks do not exist, applicants will be required to install them. (TIBDG section B 1, Guidelines, applicable pursuant to TMC 18.60.040 (D))." 4. The application needs to be updated to include the required public sidewalks and associated frontage improvements along 5.160 Street. At least one of the building's entries must be oriented towards a major public street. Both the administration and maintenance building will be face towards TIB. Yet, the employee parking area is located to the north of the administrative and it appears that the employee entrance is located on the north wall of the administration building. The TIBDG require that the entry be visible from the major public street, as the building is currently designed this will not occur. 5. The building's design needs to be updated to make the entrance on the north side of the administration building more prominent. C. Street Corners Not Applicable 2 D. Continuity of Site with Adjacent Sites Is it possible to remove the parking stalls located along north of the El Charro property and allow access to and from the El Charro site from the access points on the SRO property on TIB? E. Shared Facilities No Comments F. Site Design for Safety The intent of this design guideline is to ensure that the organization of site elements contributes to safety of pedestrians on the site. The current proposal of stripped walkways will not accomplish this goal. Please refer to the City comments listed under section 1 A regarding how to address this concern. G. Siting and Screening of Service Areas The plans do not show any ground mechanical equipment. Since the exact location of the equipment will likely be determined during construction the City will condition that all ground mechanical equipment be screened from view by the use of landscaping or other methods approved by the City. The application notes that a chain -link fence with slats will be used to screened the dumpster area. TIBDG section F 5 requires the use of durable high quality materials. Chain -link fence would not be considered durable high quality material. The dumpster enclosure is located next to a car entrance of the maintenance building. A chain link fence would easily be knocked down if one of the cars entering and existing building should hit it. The truck servicing the dumpster may also knock down the chain -link fence. 6. Replace the use of the chainlink fence with wooden slats with a material that is high quality, and more durable. Staff's suggestion is the use of split face CMU bricks. Please provide the following clarification regarding the trash enclosures: A. Are the plans allowing sufficient space for recycling bins? Note that TMC 18.52.080 requires that there be two feet per 1000 square feet for every 1,000 square feet of building gross floor area for office uses and three square feet for every 1,000 square feet of building area for industrial uses. B. It was noted that the trash area for the QTA will be screened from view by the QTA building. Will the trash area for the QTA be visible from surrounding properties, such as the Shuttle Park 2 lot? Please note that it is irrelevant that both lots are under common ownership, the trash area must still be screened from view. 3 K. Pedestrian Amenities No comments L. Vehicular Circulation M. Parking H. Natural Features and Sensitive Areas None of the plans submitted shows the location of Gilliam Creek. 7. Update the plans to reflect the location of Gilliam Creek and its associated buffer. Extensive survey work was done as part of the development of the Shuttle Park II site so the data of the creeks location should easily be available. I. Stormwater Detention Facilities No Comments J. Pedestrian Circulation As previously noted the applicant is proposing three pedestrian walkways (See the comments under section 1 A for their location). The TIBDG require that a pedestrian walkway connect to all building entrances within the site. Employees parking will be to the north of the proposed administration building and an entrance is provided on the north wall of the administration building. However, no pedestrian walkway is provided from the parking lot to the north entrance on the Administration building. 8. A pedestrian walkway needs to be provided from the employee parking lot to the north entrance of the administration building. 9. All pedestrian walkways must be a least six feet in width. As previously noted pedestrian walkways must have a grade separation or have a distinct color and/or material then the surrounding drive path. Please note that all pedestrian walkways must comply with the Washington State Building Code governing Barrier Free Design. As noted, the proposed walkways on the site need to be raised and have a distinct color and texture that distinguish it from the surrounding driving surface. A visitor parking area will be provided just north of the existing El Charro Restaurant. These 13 stalls are in excess of the minimum parking requirements for the proposed use. Could these excess parking stalls be provided on an adjacent commercial lot through a shared parking agreement? 4 These visitor stalls will also not be functionally compatible with the parking stalls on the adjacent commercial property. The visitor parking stalls are proposed to be 90 degrees. The use of 90- degree stalls would likely confuse drivers as they exit the site since they would likely back up to the stalls and head towards the nearest exit point on the property. This exit point appears to be marked "entrance" only on the plans. Angled parking stalls would assists patrons with way find on the site, since backing out of the stalls would have them face the proper path of travel in order to leave the site. 10. Update the site plan to either remove the parking stalls north of the El Charro property or have the parking stalls angled with wheel stops installed. 2. Building Design A. Architectural Concepts No comments B. Architectural Relationships In the application material it was noted that this project did not have to comply with section 2 B 2 of the TIBDG since the zoning of the property is not Neighborhood Commercial. However, the section also notes that buildings in the RC zone located adjacent to residential zones, (south side of S. 160 Street is residential) and over 100 feet in length (as measured along any facade) must employ one of the following measures to reduce the apparent building mass: Modulation: Building modulation is the stepping out or in of a particular portion of the facade. The stepped -out portions must be at least four feet deep in order to qualify as modulation. Distinctive Roofline: A distinctive roofline (particularly a sloped roof) can reduce perceived building height and mass, increase compatibility with smaller scale and/or residential development, and add interest to the skyline. Small Scale Additions: Small scale additions to a structure can reduce bulk by articulating the overall form or massing. Special Building Features: The mass of long or large scale building can be made more visually interesting by incorporating architectural elements such as arcades, balconies, bay windows, dormers, and columns. Articulation: Strong vertical and horizontal reveals, off -sets, and three- dimensional detail can be incorporated into building design to create shadow lines and break up the flat 5 surfaces of a facade. Articulation can also be achieved through the change of materials, color and or /texture Landscaping: Landscaping can also reduce the apparent scale of a building and create visual interest along a facade. Regularly spaced trees or large shrubs break up the building plan into small areas, and help relate the size of the structure to that of a person. Note that this landscaping is additional to any required perimeter or parking landscaping. Other methods: Other methods that meet the intent of this criteria may be proposed. The varying color on south wall of the maintenance building does provide some articulation. However, methods need to be explored that would break up the large mass of the sloped roof. 11. As will be noted in the Landscaping section of this letter, Type I landscaping is required along the border of the Cendant Facility and the Dollar Rent a Car site. This landscaping may help to reduce the apparent size of the maintenance building. Additionally, adding a small landscaping island just south of the maintenance building and before the car storage area would also reduce the scale of the building (See landscaping plan). C. Building Elements, Details, and Materials The main employee entrance will be located on the north side of the maintenance building, adjacent to the employee parking lot. However, the north elevation is uninviting and additional elements, details, and materials need to be provided on this wall, including making the entrance to the building more prominent. Additionally, can windows be added to this wall to reduce the institutional feel of this portion of the building? Windows would also allow people within the administration building to view the employee parking area, thus increasing safety on the site. Some of the proposed materials do not meet the City's requirement that they be durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. 12. The proposed use of plywood for the project is unacceptable and must be replaced with a higher quality, more durable material. 13. The plans also note that canvas will be utilized for the canopies on the site. Canvas is not a durable high quality material; please explore other materials for the canopies. Some of the choice of materials also promotes an institutional feel for the property. 14. The smooth blank faced CMU bricks should be replaced with split face colored CMU bricks. 15. Existing CMU walls on the site should have hardiplank installed on the exterior to match the new split faced colored CMU bricks. 6 For security reasons, a majority of the property will be secured by the use of a chain -link fence. If a fence is going to be used on the property it needs to be incorporated into the landscaping of the property. City code requires that type III landscaping be provided along S. 160 Street. The purpose of type III landscaping is to provide an extensive visual separation between industrial and residential areas. A solid wood fence or masonry wall may be used to provide this screen. 16. Since the applicant is proposing to install a fence within this landscaping area it should be either a masonry wall or a solid wood fence. 17. The proposed grey chain -link fence needs to be replaced with a black chain - link. A black chain -link fence matches the fencing material that the City used along portions of TIB. 18. Instead of using a mesh material in the fence, staff would like to City additional landscaping provided which could provide both a visual screen and security for the site. Will barbwire be used on the fence? If so it needs to be shown on the artist perspective renderings. As previously mentioned, the use of a chain -link fence for the trash enclosure will not be permitted (See comment regarding section 1 G). What type of light fixtures will be provided on the proposed maintenance and administration buildings? Lighting fixtures should be compatible in design and placement with the design of the building and site landscaping. 19. Many of the existing light fixtures on the property are old and rusting. They either need to be replaced or refurbished. D. Pedestrian Oriented Features E. Mechanical Equipment 20. An entrance feature needs to be provided at the entrance on the north wall of the administration building. 21. The north wall of the administration building is blank and methods, such as the use of windows, needs to be examined in order to the break down the blank wall appearance. 22. The proposed mechanical enclosure on the roof of the maintenance building will be squared and constructed of plywood. Staff suggestion is to have the enclosure match the shape of roof instead of having a square structure on a cylinder shaped roof. 23. Plywood is a not a durable, high quality material and needs to be replaced. 7 As a condition of Design Review Approval the City will condition that all ground mechanical equipment be screened from view through the use of landscaping or other measures. The ground equipment must be screened from all right of ways and adjacent properties. 3. Landscape Design A. Landscape Design Non - Conforming Landscaping The existing landscaping on the site is non - conforming and as part of this application the non - conforming landscaped areas must now meet City Code. TMC 18.70.090 notes: "At such time as a change requiring design review approval is proposed for a use or structure, and the associated premises does not comply with the landscaping requirements of this title, a landscaping plan which conforms to the requirements shall be submitted for approval along with the design review application ". 24. Automatic irrigation system must be installed within certain existing landscaping areas (TMC 18.52.040 (H)). There is currently no front landscaping between the SRO property and the El Charro property. There is also no landscaping between the Dollar Rent A Car property and the SRO property. 25. Provide a ten -foot landscaping strip of Type I landscaping between the El Charro property and the SRO property and between SRO and Dollar Rent A Car. An automatic irrigation system must be installed in these areas. Additionally, to the north of the El Charro property the landscaping plan is showing existing street trees planting along TIB. These trees were planted by the City of Seatac and these trees are within the right of way. The landscaping plan indicates that these trees are on private property. An additional ten feet of landscaping is required along TIB and does not include the street trees. Additional trees and shrubs must be planted. The applicant does not get credit for landscaping within the public right of way. The landscaping on private property must complement and reinforce the right of way landscaping. 26. Update the landscaping plan to include a minimum of ten feet of landscaping along TIB which does not include the public landscaping on TIB. The required side landscaping area for the SRO property is five feet of Type II landscaping (TMC 18.52.020). The landscaping plan submitted does not provide any landscaping between the proposed Cendant Facility and the exiting Shuttle Park II site. There is an 8 existing landscaping strip between the properties; however, this landscaping is located on the parcel where Shuttle Park II is located and was part of the required landscaping for Shuttle Park II. 27. An additional planting area for the Cendant Facility must also be installed between the Cendant facility and Shuttle Park II. The landscaping areas must be at a minimum five feet in width and have Type II landscaping. Automatic irrigation must be added. 28. Type II landscaping also needs to be installed between the parcel where Cendant will be located and the Washington State Patrol Facility. 29. A planting area to provide screening of the car storage area needs to be established along the northeast section of the property. Due to the topography of the area, apartment buildings near S. 158 Lane will be able to view directly into the parking storage area. The existing parking lot does not meet the City's landscaping requirements (TMC 18.52.035). The City's landscaping standards for parking lots located in the RC are as follows: • For areas adjacent to public or private streets, a minimum of 15 square feet of landscaping is required for each stall. • For areas placed behind buildings or otherwise screen from streets, parks, and City trails a minimum of ten feet of interior landscaping area is required for each parking stall. • Interior landscape islands shall be distributed to break up expanses of paving. Landscaped areas shall be placed at the ends of each interior row in the parking area with no stall more than ten stalls or 100 feet from a landscaped area. • The minimum size for interior parking lot planting islands is 100 square feet. • Planting islands shall be at a minimum of six feet in any direction and generally the length of the adjacent parking space. • Raised curbs or curb stops shall be used around the landscape islands to prevent plant material from being struck by automobiles. • A minimum of one evergreen or deciduous tree is required per landscaped island with the remaining area to contain a combination of shrubs, living groundcover and mulch. 30. A review of the landscaped plan submitted indicates that some of the landscaping for the parking stalls will still not meet these requirements, please see the attached landscaping plan and make the appropriate changes on the landscaping and site plan. The areas used as car storage do not have to meet the City's landscaping requirements for parking lots since they will not be classified as parking. However, in the future if these areas are proposed to be used as general parking, either by Cendant or another user on the site, the City's landscaping requirements for parking areas must be met. 9 B. Planting Design Along S. 160 Street Type III landscaping will be installed. However, there are two distinct landscaping areas, to the east of the entrance of the SRO property from S. 160 Street (Area 1) and to the west of the entrance (Area 2). In Area 1 a mix of paperbark maple and new shrubs will be incorporated with the existing mature pines. However, in Area 2 the plan only shows that shore pine will be added. 31. The type III landscaping along S. 160 Street should be contiguous along the property. Area 2 should be designed to match Area 1. The purpose of the Type III landscaping along S. 160 Street is to provide significant visual separation between the proposed use and the residential properties located on the south side of S. 160 Street. The plan notes that the trees located along S. 160 Street will be two inches in caliper for deciduous trees and a minimum of six feet in height for conifers. Yet, there is a significant grade difference between the SRO property and S. 160 Street. In order to achieve a visual separation between the Cendant Facility and the residential uses on S. 160 Street from the time of planting of the vegetation, it will be necessary that the trees be larger at the time of planting. 32. Update the landscaping plan to include larger trees along S. 160 Street. The application is proposing to use existing landscaping for the Cendant Facility. The City encourages the retention of healthy, non - invasive landscaping. The City's Urban Environmentalist has reviewed the existing trees on the site and recommends that some trees be removed and replaced (See the attached landscaping plan, trees marked in green should be replaced). 33. Replace the trees that have been highlighted on the landscaping plan. An alternative to replacing the trees is to have a certified arborists examine the trees and prepare a report to the City which will evaluate the tree's health and proposed measures to improve the tree's health. 34. Please also have your landscape architect consider the impact to existing vegetation when the irrigation system is constructed. On the landscaping plan staff has noted where irrigation will not be required. 35. The landscaping plan does not show the proposed 12,000 - gallon fuel tank, updated the plan accordingly. The landscaping plan notes that most of the existing ivy on the SRO property will be removed, which is encouraged in the TIBDG. However, the landscaping plan notes that the English Ivy to the north of the property will remain. The English Ivy will conflict with the mature Douglas fir trees and may kill the trees. 10 36. The Ivy in this area must be removed and replaced with a more appropriate ground cover There is also a considerable amount of blackberries along the northeastern edge of the property. Blackberry overgrowth is prohibited in the City and these blackberries need to be removed (IPMC 302.4). 37. Remove the blackberries along the northeastern edge of the property and replace with vegetation which will inhibit the growth of future blackberry bushes. A portion of this area is within the buffer for Gilliam Creek; note that mechanical equipment cannot be used within the buffer area. 38. Each landscaping area must have at least one tree (TMC 18.52.035 (4)). The small existing planting areas to the east of the main buildings do not meet this requirements. 39. Also, show the location of light fixtures within landscaped areas on the landscaping plan. The City has no issue with retaining the existing rock out crops in the front of the property. However, these rock out crops must be accent to the landscaping in the area and cannot be used as a substitute for required landscaping. Why is grass proposed in the landscaped areas near TIB? The City's Urban Environmentalist noted that this would require a significant amount of upkeep, such as regular mowing, fertilizing, and watering. Is it possible to replace the grass with a groundcover that does not require extensive maintenance? The landscaping plan needs to be resubmitted to address the above comments. The landscape plan also needs to call out the type, quantity, spacing, and location of plants and materials (TMC 18.52.050 (A)). The plans submitted simply provides comments, such as "Replant combination of additional trees, shrubs, perennials, and groundcover," this is not acceptable. 4. Signage The City supports your proposal to remove the two large freestanding signs on the property. Any future signage on the property will have to meet the City's sign code under Title 19 of the TMC. Additionally, since no signs are proposed with the design review application, City staff will ask that the BAR condition that any future signs be approved by the Community Development Director as a minor amendment to the approved application, provided that the proposed signs are consistent with the character and design of the development that was approved by the BAR. Next Step 11 Sincerely, randon J. Mil s Assistant Planner The City is also in the process of reviewing building permits for the above project. If the BAR approves the Design Review application for the project, all corresponding building permits must reflect what the BAR approved. The Building Division indicated some concerns with portions of the existing buildings with regards to compliance with the State's energy code requirements. Please be aware that the design of the building that will be presented to the BAR is what will have to be constructed. If modifications to the approved design are needed after BAR approval, it will require approval by the City. Depending upon the scope of any changes it may require a new public hearing before the BAR. When you resubmit, provide a comment letter addressing each section of this letter. Additionally, new plans (4 sets of elevations, site plan, and landscaping), color renderings, color perspectives, and a new material board also need to be submitted. The application is tentatively scheduled to go before the BAR at a public hearing on February 24, 2005. In order to meet this deadline a complete resubmittal must be presented to the City's Permit Center by 5:00 PM, January 13, 2004. In a letter dated December 9, 2004, the City provided SEPA comments regarding the project. The items noted in the SEPA comment letter must also be presented to the City by January 13, 2005. If you have any questions, please call (206) 431 - 3684 or send an email to bmiles(a�ci.tukwila.wa.us. cc. Nora Gierloff, Planning Supervisor Peter Beckwith, Assistant City Attorney File (L04 -064) 12 Brandon Miles - Re: Cendent Car Rental Horizon Year Page 1 From: Brandon Miles To: Jeffrey Hee Date: 12/29/04 11:44AM Subject: Re: Cendent Car Rental Horizon Year Mr. Hee, The old TMC regulations regarding traffic mitigation and traffic studies may have referenced a 2015 build out year. Regardless, 2010 is the correct year. Hope that helps. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles@ci.tukwila.wa.us »> "Jeffrey Hee" <JeffH @tsinw.com> 12/29/04 10:14AM »> Mr. Brandon Miles, This is a summary of the phone message I left you earlier this morning. Just wanted some clarification regarding the horizon, build -out, year for the project. In reference to the City comment letter sent to Karl Westermann December 9, 2004, pare 2, from Public Works, Traffic Section, question /comment 1 states: "The study uses a horizon year of 2005, per City's comprehensive plan you must use 2010 as the horizon year." In reference to the Tukwila Municipal Code: "9.48.070 Traffic studies and mitigation A. TMC 9.48.050 identifies Level of Service standards for specific areas and corridors that can be maintained by making improvements identified in the Transportation Element based on 2015 "build out" development traffic projections." I just wanted some clarification, do we use 2010 as the build -out year or 2015. Please contact me or Bruce Newman. Thank you very much, Jeff Jeffrey Hee TSI - Transportation Solutions, Inc. 8250 165th Ave NE, Suite 100 Redmond WA 98052 -6628 Brandon Miles - Re: Fax (Cendant Car Rental Project) Page 1 From: "Michael Aippersbach" <aipp @prodigy.net> To: "Brandon Miles" <bmiles @ci.tukwila.wa.us> Date: 12/27/04 9:25PM Subject: Re: Fax (Cendant Car Rental Project) Brandon - Thank you for your response. I know it's a hard time of year to keep things going so I appreciate your tenacity. Your comment at the end of your message noting that the City's "BAR will be asking the some (sic) questions" is exactly the reason for my inquiring about obtaining names and contact numbers. I certainly see the need to keep you in the communications loop, but if I understand your comment/direction through you would only have a tendency to slow the seeking of solutions substantially. I believe the best way to expeditious conduct the necessary discussions to prepare for the City staff and the BAR would be to have some discussions with individuals from the mentioned agencies well in advance of a public hearing. To do this, I'll have to rely on you to provide our team with names and numbers of the following: - King County Arts Commission representatives, - City of Tukwila's Art Commission, And lastly, you stated that the City of "Tukwila would at a minimum like the works documented and would like a like a better discussion with regards to why the large one (mural) in the bowling alley has to be removed." The project architect will respond to the question of why, however, I need more precise information as to what the City means by the works documented. Does the City have specific guidelines which we will be required to adhere to? Who determines if the documentation is adequate? Does the City have access to possible funding sources to pay for the task (or a portion thereof)? Thanks, again, Brandon! Michael Aippersbach Original Message — From: "Brandon Miles" <bmiles @ci.tukwila.wa.us> To: <aipp @prodigy.net> Sent: Monday, December 27, 2004 4:18 PM Subject: Re: Fax (Cendant Car Rental Project) Micheal, I believe we have already taken car of item number 1 with regards to the Salmon in Gilliam Creek. With regards to the murals and paintings within the buildings. The City met with representives from the King County Arts Commission who provided some suggestions. Additionally, the City's Arts Commission met with the niece of the artists who did the work and they expressed some desire to have them Brandon Miles - Re: Fax (Cendant Car Rental Project) Page 2 saved and if possible moved. These items are not listed on any list, however, the City of Tukwila would at a minimum like the works documented and would like a better discussion with regards to why the large one in the Bowling Alley has be removed. The SEPA checklist simply noted that it would be removed, yet since the bowling alley will be retained it would seem possible that the large mural could be retained. I am the contact person with regards to the art work being documented at a minimum and if possible incorporated with the design of the building. The BAR will be asking these some questions with regards to the paintings at a Public Hearing. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles@ci.tukwila.wa.us »> "Michael Aippersbach" <aipp @prodigy.net> 12/16/04 09:51AM »> Brandon - I received your attachment of the unsigned letter as well as the mailed copy yesterday. Thank you! I know it's a big job just to catalog and include in your all of the points raised by others. And I thank you for your thoroughness. However, I had some initial questions concerning several of the points which I would like to get information about in order to assist Cendant in their preparation of responses. They are as follows: Item # 1 - listed under the Planning heading on page 1 as point # 2 in your letter. Reference is made to Chinook Salmon being present in the lower basin of Gilliam Creek. Is there documentation of this fact? We would like to get a copy. If there is a person in Public Works we can discuss this with? Item # 2 - listed under the Planning heading on page 2 as point # 11 in your letter. The first sentence indicates that the Lewis & Clark Theater and Bowling Alley site has been identified as culturally important for South King County. First, can you tell me how it is identified as culturally important - is it a "listed" site and what register the is site listed on or is it proposed to be listed? In my experience the property owners of listed sites are usually notified of the listing and to my knowledge SRO is unaware that this site is listed on any register. Secondly, what group or agency is asking that the mural be either incorporated into the interior design or use construction techniques to allow it to be concealed so that it is not destroyed? And who is the contact person? Brandon Miles ; Re: Fax (Cendant Car Rental Project) Page 1 From: "Michael Aippersbach" <aipp @prodigy.net> To: "Brandon Miles" <bmiles @ci.tukwila.wa.us> Date: 12/16/04 9:41AM Subject: Re: Fax (Cendant Car Rental Project) Brandon - I received your attachment of the unsigned letter as well as the mailed copy yesterday. Thank you! I know it's a big job just to catalog and include in your all of the points raised by others. And I thank you for your thoroughness. However, I had some initial questions concerning several of the points which I would like to get information about in order to assist Cendant in their preparation of responses. They are as follows: Item # 1 - listed under the Planning heading on page 1 as point # 2 in your letter. Reference is made to Chinook Salmon being present in the lower basin of Gilliam Creek. Is there documentation of this fact? We would like to get a copy. If there is a person in Public Works we can discuss this with? Item # 2 - listed under the Planning heading on page 2 as point # 11 in your letter. The first sentence indicates that the Lewis & Clark Theater and Bowling Alley site has been identified as culturally important for South King County. First, can you tell me how it is identified as culturally important - is it a "listed" site and what register the is site listed on or is it proposed to be listed? In my experience the property owners of listed sites are usually notified of the listing and to my knowledge SRO is unaware that this site is listed on any register. Secondly, what group or agency is asking that the mural be either incorporated into the interior design or use construction techniques to allow it to be concealed so that it is not destroyed? And who is the contact person? Item # 3 - listed under the City of SeaTac heading on page 3 as point # 1 in your letter. Have you received a written letter from the City of SeaTac on the points listed in this letter? The statement that "historically the primary access was International Boulevard" is inaccurate at worst (at least since approximately 1984 when the theater box office entry was shifted to the east side of the those buildings together with the bulk of the parking located east of the buildings) and incomplete at best. Cendant will of course respond to this comment. Secondly, I was unable to find the attached frontage improvement detail referred to in the letter in my mailed copy. Can you re -send? Thanks, Brandon! Michael Aippersbach Michael Aippersbach & Associates PO Box 95429 Seattle WA 98145 -2429 (206) 523 -3764 Brandon Miles - Re: Fax (Cendant Car Rental Project) Page 2 (206) 524 -0337 Fax aipp @prodigy.net Notice: This message is intended solely for the use of the individual and entity to whom it is addressed, and may contain information that is privileged, confidential, and exempt from disclosure under applicable state and federal laws. If you are not the addressee, or are not authorized to received for the intended addressee, you are hereby notified that you may not use, copy, distribute, or disclose to anyone this message or the information contained herein. If you have received this message in error, immediately advise the sender by reply email and destroy this message Quote: "One of the definitions of insanity is doing the same thing in the same way and expecting different results" - Anonymous — Original Message — From: "Brandon Miles" < bmiles @ci.tukwila.wa.us> To: <aipp @prodigy.net> Sent: Wednesday, December 15, 2004 9:16 AM Subject: Fax Michael, I tried to fax the comment letter to you yesterday but I got an error message. I have attached an unsigned copy of the letter with this email. Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us CC: "Karl Westermann" <karl.westermann @cendant.com >, "Chandler Eason" <ceason3 @bdaarch.com> December 13, 2004 Mr. Dixie Hallenberger City of Seatac Public Works 4800 S. 188 Street Seatac, WA 98188 -8605 RE: Cendant Car Group Application, L04 -064 and E04 -018 Dear Mr. Hallenberger: Thank you for providing comments for the above mentioned land use applications. Your comments have been incorporated into the City's SEPA review of the project. In the near future the City of Tukwila will be sending you a revised SEPA application, TIA, and plans for the proposed project. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ' ci.tukwila.wa.us. Sincerely, n J. Miles Assistant Planner City of Tukwila Department of Community Development Steve Lancaster, Director cc. Files (L04 -064 and E04 -018) Steven M Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 CENDANT Car Rental Group AV /S. December 13, 2004 Mr. Brandon Miles Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Boulevard Tukwila WA 98188 -2544 Dear Mr. Miles: Sincerely, Kija144 Cc: Micheal Aippersbach Chandler Eason Cendant Car Rental Group, Inc. P.O. Box 612707.3937 South 26th Street • Dallas, Texas 75261 Tel: (972) 453 -4062 • Fax: (972) 453 -5103 • E -mail: karl.westermann @cendant.com Karl S. Westermann Regional Director South Central Area Corporate Facilities RECEIVED a 14 2004 DEVELOPME Re: Approvals /Permits for Cendant Car Rental Project — Lewis & Clark Site As the Regional Director, Corporate Facilities for the Cendant Car Rental Group and the "Permit Coordinator ", I hereby authorize Michael Aippersbach & Associates to act as our local agent regarding all the associated approvals and permits for our proposed Cendant Car Rental Group project at the Lewis & Clark site. We have authorized him to monitor the SEPA & Design Review process, provide whatever assistance is needed with our application, and continue to coordinate with our office and the architect's office. We, of course, will still continue to be the party of record desiring copies of all applicable notices and reports sent to my office. We feel the local presence and expertise of Michael Aippersbach & Associates acting as agent will benefit all parties in moving the process forward smoothly. Wel Mayor Frank Hansen Deputy Mayor Terry Anderson Councilmembers Gene Fisher Chris Wythe Ralph Shape Joe Brennan Don DeHan December 10, 2004 Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 Dear Mr. Miles "The Hospitality City" PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Via Mail & eMail RE: • Cendant Car Group Applications L04 -064 and E04 -018 The Engineering Division has reviewed the information provided on Cendant Car Group's proposal to redevelop the Lewis & Clark Recreation Facility. Our comments are as follows: 1. The primary access for the Cendant Facility will be from S.160th Street. However, historically the primary access to the site was International Blvd. The City of SeaTac has concerns that the access on S. 160th Street could create a safety hazard. The City of SeaTac would like to see left hand turn pockets installed on S. 160 St. at the intersection of the driveway, S. 160 St., and 3ir Ave. S. In lieu of turn pockets we would consider restricting turn movements to right in and right out. 2. Install full frontage improvements along the properties frontage with S. 160 St. to consist of but not limited to sidewalks, curbs, gutters, street paving, traffic signalizatien, water mains, drainage facilities, sanitary sewers, all improvements required by any applicable ordinance and all necessary appurtenances. Such off -site improvements (except traffic signalization systems) shall extend the full distance of the real property to be improved upon and which adjoins property dedicated as a public street. (The underlined info is from language in the SeaTac Municipal Code with references to signalizaton deleted) Please see attached frontage improvement detail attached for your information. 4800 South 188th Street • SeaTac, WA 98188 -8605 City Hall: 206.973.4800 • Fax: 206.973.4809 • TDD: 206.973.4808 • www.ci.seatac.wa.us City Manager Bruce A. Rayburn Assistant City Manager Craig R. Ward City Attorney Mary E. Mirante Bartolo City Clerk Judith L. Cary DI -191 Cendant Car Group Page 2 of 2 3. The connection to S. 160 St. is to be reconstructed as a driveway cut through a sidewalk per WSDOT /APWA Standard Plan # F -4. Si Dixie allenberger Engineering Technician Supervisor cc: DI -191 6" CRUSHED SURFACING TOP/BASE COURSE COMPACTED SUBGRADE 2" ASPHALT CONCRETE — CLASS B WEARING COURSE 2" ASPHALT CONCRETE — CL B . (LEVELING COURSE) 0 STREET TREES 30 FEET ON CENTER 4" CEMENT CONCRETE, SIDEWALK 6" TOPSOIL 2 "CRUSHED SURFACING TOP COURSE WI • CATCH BASIN TYPE 1 TH FRAME AND VANED GRATE 12" STORM DRAINAGE PIPE 6" GRAVEL BACKFILL FOR FUNDATION Public Works Department Engineering Division Dote Schroeder. P.L. Director 4000 & teeth St., Ss tee. WA ietee TiligAtiost (406) 073 -4730 CHECKED; DM DRAWN; DLH REV.; DATE' 3/3/98 TYPICAL CROSS SECTION FOR FRONTAGE IMPROVEMENTS INDUSTRIAL- COMMERCIAL DISTRICT DETAIL/FRNT..EST 4 Mayor Frank Hansen Deputy Mayor Terry Anderson Conncilmembers Gene Fisher Chris Wythe Ralph Shape Joe Brennan Don DeHan December 10, 2004 Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 -2544 Dear Mr. Miles "The Hospitality City" PUBLIC WORKS DEPARTMENT ENGINEERING DIVISION Via Mail & eMail RE: Cendant Car Group Applications L04 -064 and E04 -018 The Engineering Division has reviewed the information provided on Cendant Car Group's proposal to redevelop the Lewis & Clark Recreation Facility. Our comments are as follows: 1. Install full frontage improvements along the properties frontage with S. 160 St. to consist of but not limited to sidewalks, curbs, gutters, street paving, traffic signalizafien, water mains, drainage facilities, sanitary sewers, all improvements required by any applicable ordinance and all necessary appurtenances. Such off -site improvements (except traffic signalization systems) shall extend the full distance of the real property to be improved upon and which adjoins property dedicated as a public street. . (The underlined info is from language in the SeaTac Municipal Code with references to signalizaton deleted) Please see attached frontage improvement detail attached for your information. These improvements will require that the applicant secure additional right -of -way dedications to the City of SeaTac. This will require that the property owner dedicate said needed right -of -way prior to issuance of any permits. 4800 South 188th Street • SeaTac, WA 98188 -8605 City Hall: 206.973.4800 • Fax: 206.973.4809 • TDD: 206.973.4808 • www.ci.seatac.wa.us City Manager Bruce A. Rayburn Assistant City Manager Craig R. Ward City Attorney Mary E. Mirante Bartolo City Clerk Judith L. Cary DI -191 Cendant Car Group Page 2 of 2 Sinc However, the City of SeaTac Municipal Code Chapter 14.10 allows an applicant to request deferral of improvements: The construction of required on -site and off-site improvements may be deferred by the City Manager, or designee, upon submission to the Director of an application for deferral, full and complete engineering drawings of the required improvements, and furnishing of a performance bond to the City in an amount equal to a minimum of one hundred fifty percent (150 %) of the estimated cost of constructing the required improvements. The decision of the City Manager, or designee, as to the amount of such bond shall be conclusive. (Ord. 95 -1012 § 1; Ord. 91 -1017 § 2) The City of SeaTac currently has two projects on the 10 -year Transportation Improvement Plan that involve the intersection of the former Lewis & Clark Driveway, 34 Ave. S. and S. 160` St. (Military Rd. S.), the reconstruction of 34 Ave. S. Scheduled•for design in 2006 and a study to reconstruct Military Rd. S. (S. 160` St.) from S. 160 St. to S. 179 St.. Currently the Engineering Division Staff would support a request for deferral of improvements that would involve the payment to the City of SeaTac Project fund a sum equal to the estimated per linear foot cost of installing the above frontage improvements and the per square foot of face cost of constructing the retaining or mechanically stabilized earth wall. Cendant would secure through the property owner the dedication of right -of -way along the project frontage as well as rights- of—entry and temporary construction easements for said frontage improvements. 2. The connection to S. 160 St. is to be reconstructed as a driveway cut through a sidewalk per WSDOT /APWA Standard Plan # F -4. Dixi Hallenberger Engineering Technician Supervisor cc: DI -191 December 9, 2004 Mr. Karl Westermann Cendant Car Rental Group PO Box 612707 DFW Airport, TX 75261 t City of Tukwila Department of Community Development Steve Lancaster, Director RE: SEPA L04 -064, Cendant Car Rental Facility Dear Mr. Westermann: The City received your SEPA application on September 27, 2004. The City deemed the application incomplete on October 12, 2004. After additional information was submitted the application was deemed completed on November 2, 2004, for the necessary material to start the City's review of the application. The application is for the conversion of the existing Lewis and Clark Recreation Facility into a Cendant Car Facility The below comments are in regards to SEPA only and a comment letter regarding Design Review will be following this letter. The SEPA application has been routed to other City Departments and other agencies for their review. The City has the following comments: Planning 1. Clarify question B 3 (b) (2) to note what will happen to the water from the car washing operation on the site. This water must be directed to the sanitary sewer and cannot be collected via the stormwater system. 1. In question B 3 (d) its notes that a water quality system will be utilized on the site. Will it be done through the use of underground facilities of an above ground detention pond? Clarify how water quality will be accomplished and show the facility on the site map. 2. Question B 5 (b) needs to be updated. Chinook Salmon are present within the lower basin of Gilliam Creek (See Public Works Comments). 3. Question B 5 (d) should include the water quality that will be provided for the stormwater system. 4. Question B 6 (c) needs to include reference to compliance with the State of Washington's Energy Code requirements. 5. Question B 7 (a) needs to note the presence of the above ground fuel tank. 6. Please provide information in question B 7 (a) (2) regarding proposed measures to reduce or control environmental health hazards (e.g. gas storage tank). Steven M. Mullet, Mayor 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206 - 431 -3665 7. After reviewing question B 7, please provide data sheets which note the sound decibels for all outdoor mechanical equipment (i.e. HVAC, generators, etc). Note that a noise study may be required if it appears that noise from the site will significantly impact adjacent properties. 8. Question A 12 notes that the site lies within an environmentally sensitive area, however this statement is contradicting question B 8 (h). 9. As part of SEPA review you have submitted a Traffic Impact Analysis (TIA). It appears that the 'HA is using employee counts to determine a traffic count for the site. Does the TIA account for the actual use of the property? For example if the business was a truck terminal the 'HA would account for trucks coming and going from the site, not just the employees who work on the site. Cendant will use the site as a regional facility for maintenance of rental cars. The TIA noted that on average 300 cars would be serviced on the lot per day. Shuttles will be used to ferry drivers off site who will then bring back cars for service. Does the TIA include the shuttle trips and the rental cars coming and going from the site? If the TIA does not include these trips it must be revised to include them. Public Works has additional comments regarding the TIA, which are provided in the Public Works section of this letter. 10. The checklist makes no mention of required frontage improvements along S. 160 Street. Please note that under TMC 11.12.030 (A) frontage improvements along S. 160 Street are required. 11. The Lewis and Clark Theater and Bowling Alley site has been identified as culturally important for South King County. The proposed work will remove the murals and paintings within the buildings. The existing theater will be demolished and thus the paintings within this area of the building could not be incorporated into the new building. However, the existing building where the bowling alley was previously located will remain. Within this building is a large mural, please explain the need to remove the mural. Can the mural be incorporated into the interior design of the building? If the mural can not be incorporated into the interior design, is it possible to use construction techniques that allow it to be concealed so that it is not destroyed? At a minimum a qualified professional must document all of the murals and paintings within the buildings in photographic and written form following the Historic American Building Survey (HABS) recordation guidelines and format. Public Works Development Review 1. Please update the ESA checklist and SEPA checklist as noted on the provided copies. Traffic 1. The study uses a horizon year of 2005, per the City's comprehensive plan you must use 2010 as the horizon year. 2 City of Seatac 2. TSI is proposing crediting trips against the new use. However, crediting can only be done if the site was not vacant for more than 12 months. The Bowling Alley did not have a business license past 2002 and the City received a letter from Loews Cineplex noting that their lease for the site was terminated on January 8, 2004. 3. Does the trip generation rate proposed by TSI include the nature of the shuttle operations? From the description provided, shuttle and van drivers arrive and leave shortly after as they collect vehicles to bring in. Additionally, the shuttle and van drivers likely leave the site to ferry drivers after they have delivered cars to other sites. The TIA should explicitly state if they have considered this unusual nature in their proposed trip generation rate. 4. The City's concurrency ordinance is very specific. Any intersection with five or more new peak hour trips must be analyzed. If the trip credit/trip generation adjustment(s) make a change in the number of new trips in an area that is above this threshold, a LOS analysis will be required. As you are aware the public right of way located adjacent to the site is within the jurisdiction of the City of Seatac. The City of Seatac has provided the following comments: 1. The primary access for the Cendant Facility will be from S. 160` Street. However, historically the primary access to the site was International Blvd. The City of Seatac has concerns that the access on S. 160 Street could create a safety hazard. The City of Seatac would like to see left turn pockets installed on S. 160 Street and the intersection of the driveway, S. 160 Street and 34 Ave South. In lieu of turn pockets the City of Seatac would consider restricting turn movements to right in and right out. The City of Tukwila will require that the TIA be updated to address safety concerns on S. 160 Street. 2. Install full frontage improvements along the properties frontage with S. 160 Street to consist of but not limited to sidewalks, curbs, gutters, street paving, water mains, drainage facilities, sanitary sewers, all improvements required by any applicable ordinance and all necessary appurtenances. Such off -site improvements (except traffic signalization systems) shall extend the full distance of the real property to be improved upon and which adjoins property dedicated as a public street. (The underlined info is from language in the Seatac Municipal Code with references to signalization deleted). Please see attached frontage improvement detail attached for your information. Please also note that TMC 11.12.030 requires the installation of frontage improvements for the proposed project. 3. The connection to S. 160` Street is to be reconstructed as a driveway cut through a sidewalk per WSDOT /APWA Standard Plan # F-4. 3 Please update the checklist to include these comments. Next Step The above comments are in reference to only the SEPA application. The City is also reviewing the design review application for the project.. The City must issue the threshold determination prior to the design review hearing. You have two options with regards to resubmitting: 1. Address the above comments and resubmit for SEPA only. or, 2. Wait until the City has issued its comments with regards to the pending Design Review application and then resubmit for both applications. Currently there are development permits pending on the site. In order for the demolition permit to be issued, the SEPA threshold determination must be issued. Design review must be completed prior to any exterior work occurring on the site. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. t Sincerely, t j Brandon J. Miles Assistant Planner cc. File (E04 -018) 4 DATE: December 7, 2004 t- MEMORANDUM SUBJECT: Cendant Car Rental Maintenance Facility 15820 Tukwila International Blvd. SEPA and Design Review Comments SEPA — E04 -018 and Design Review - L04 -064 TO: PLANNING DEPT. — Brandon Miles, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer Cyndy Knighton, Senior Transportation Engineer, has provided the following review comments, regarding the Traffic Impact Assessment by Transportation Solutions, Inc., dated October, 2004. These comments shall be addressed prior to approval of SEPA and Design Review, for this project. Dave, I am reviewing this document you gave me on Nov. 9th. I'm not done as I need to check some stuff they've submitted against our model output, which I don't have right now. I'll get that last comment to you as soon as i can but meanwhile I do have some other comments. They are using a horizon year of 2005. Per our comp plan they must use 2010 as the horizon year. TSI is proposing crediting trips against the new use. This is fine except that I have never granted trip credit for a use if it has been vacant more than 12 months. Their TIA said the buildings had been vacant between 6 -12 months. They must subtract out the trips associated with the building that has been vacant for a year but I'll allow the 6 months. Does the trip generation rate proposed by TSI include the nature of the Shuttle Operations? From the description of how these employees are utilized, I assume that the shuttle drivers and van drivers arrive, and are likely to turn around and leave shortly after as they collect vehicles to bring in. The reverse is probably true that many cars are being delivered with the van driver also leaving to pick up the shuttle driver. The TIA should explicitly state if they have considered this unusual nature in their proposed trip generation rate. Our concurrency ordinance is very specific. Any intersection with 5 or more new peak hour trips must be analyzed. If the trip credit/trip generation adjustment(s) make a change in the number of new trips in any area that is above this threshold, a LOS analysis will be required. I also don't believe that this portion of SR 99 is called TUKWILA International Boulevard but simply International Boulevard. November 29, 2004 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Michael J. Layton Demco Law Firm, P.S 5224 Wilson Ave S, Suite 200 Seattle, WA 98118 RE: SEPA and Design Review Application Cendant Car Group Proposal Dear Mr. Layton: Thank you for providing your comment letter, dated November 19, 2004, regarding the Design Review application and SEPA review for the Cendant Car Group proposal. One item the City wants to provide clarification for is in regards to 34 Avenue South. In your letter you noted that the access drive that exists on the SRO property is part of 34 Avenue South. This assertion is made because of the presence of a street sign on the north side S. 160 Street directly adjacent to the access to the SRO property. 34 Avenue is located on the south side of S. 160 Street. The placement of the street sign on the north side of S. 160 appears to have been done to aid motorists traveling west on S. 160 Street who are not able to see the street sign on the stop sign where S. 160 Street intersects with 34 Avenue South. Additionally, the City has examined assessor records that clearly show that there is no public right of way on the SRO property. You will find a copy of a map printed from the assessor's website. If the Dougherty Family Limited Partnership does have a prescriptive easement on the SRO property, that is a matter for the courts to decide after examining the facts regarding the claim, the City of Tukwila would not be involved in those proceedings. The City is not unsympathetic to the impact that this project will have on surrounding properties. The City is currently working with the applicants and the property owner to resolve some of the impacts that this project will have to businesses and residents in the area. However, the City's authority in this matter is limited to design review approval by the Planning Commission and subsequent approval of construction permits. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206- 431 -3665 The Design Review application will go before the Planning Commission at a future meeting date yet to be determined. The meeting will be open to the public and public testimony is encouraged. You will be put on our list as a party of record regarding this matter. The City is encouraged that Dougherty Family Partnership is currently talking with SRO property regarding the access issue. The City would hope that both sides reach an agreement that satisfies the two parties. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, I 0/ / Br radon . Mil s Assistant Planner cc. Peter Beckwith, ssistant City Attorney Karl Westerma , Cendant Car Group Michael Aipp sbach File (L04 -064 and E04 -018) November 29, 2004 Dear Mr. Olsen: city of Tukwila Department of Community Development Steve Lancaster, Director Mr. Walter H. Olsen, Jr. 604 W. Meeker St, Suite 101 Kent, WA 98032 RE: Cendant Car Rental Group Thank you for providing comments regarding the above mentioned project. The City has reviewed your letter and would like to provide clarification regarding the project. In your letter you note that that access from S. 160 Street to the Ace Hardware store is "public right of way ". The term public right of way implies that the area is owned and maintained by a public entity, such as the City of Tukwila. In fact this area is not public right of way and is private property. The City of Tukwila has no authority to require that one private property owner provide access to another private property. If Ace Hardware contends that a prescriptive easement exists on the SRO property that is matter between private property owners and the courts. The design review application will be going to a public hearing in the future. The City will add your name to the parties of records list for all future notices. If you have any questions, please call me at (206) 431 -3684 or send an email to bmiles ' ci.tu . vila.wa.us. Sincerely Y .r/1 13 Brandon J. Miles Assistant Planner cc. Peter Beckwith, ssistant City Attorney Karl Westerm , Cendant Car Group Michael Aip sbach File (L04 -06 and E04 -18) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Preston' Gates l Ellis up Mr. Michael J. Layton Demco Law Firm, P.S. 5224 Wilson Avenue South, Suite 200 Seattle, Washington Dear Mr. Layton: cc: David Schooler 'an45''iles H:ISBO\NEW MATTERS\SRO - EL CHORROILTR LAYTON.DOC November 24, 2004 VIA FACSIMILE: ORIGINAL TO BE MAILED Re: Dougherty Family Partnership /Sterling Realty Our client, Sterling Realty Organization, has forwarded to us a copy of your letter of November 19, 2004. Although not directed to SRO, the letter requires a reply on behalf of SRO in as much as the communication is a blatant attempt to interfere with SRO's contractual arrangements with Cendant Car Rental Group for the personal benefit of your client. The factual statements contained in your letter concerning the nature, duration and extent of your client's purported access over SRO's property are in error. The access that vendors to your client have had over SRO's property has at all times been permissive. Whatever access that has been utilized by your client has never satisfied the requirements of Washington law for the imposition of a prescriptive easement. This letter is to advise you and your client that SRO is withdrawing its permission to use any access points over SRO's property. Any further access over SRO's property by your client, its vendor or its invitees will constitute a trespass. I understand that you have spoken with Mr. Schooler at SRO concerning this matter. Please direct all further communications concerning this issue to the undersigned. Very truly yours, PRESTON GATES & ELLIS LLP A LAW FIRM I A LIMITED LIABILITY PARTNERSHIP INCLUDING OTHER LIMITED LIABILITY ENTITIES Scott B. Osborne Scotto @prestongates.com 206 - 370 -7619 925 FOURTH AVENUE, SUITE 2900 SEATTLE, WA 98104 -1158 TEL: (206) 623 -7580 FAX: (206) 623 -7022 www.prestongates.com Anchorage Coeur d'Alene Hong Kong Orange County Portland San Francisco Seattle Spokane Washington, DC J CITY OF TUKWILA MEMORANDUM TO: Brandon Miles, Assistant Planner FROM: Peter Beckwith, Assistant City Attorney DATE: November 23, 2004 RE: Lewis and Clark on TIB and S. 160th This memo is in response to a question posed to the City Attorney's office regarding whether the City has a responsibility to a property owner if the City approves a development plan for a neighboring property that adversely affects the property owner. The facts, as communicated to the City Attorney's office, are that the owner of property A has used property B for entry and exit onto property A. The owner of property B now proposes to erect a fence that would block entry and exit onto property A through property B. The owner of property A contends that if his access to property A through property B is blocked, he will not be able to receive business deliveries; and therefore he will be harmed. As a result, the owner of property A believes that because of his use and reliance on property B, he has an easement to use property B. The owner of property B now comes before the City for approval of development designs that in part will block access to property A through property B. Whether or not property A has an easement over property B is a mixed question of law and fact, meaning that the way the law will be applied is dependent on the facts of the situation. As this issue is between two private property owners, the City has no responsibility or say as to whether an easement exists. Furthermore, if the City attempts to place conditions on the development designs for the property with the intent of solving the easement issue, it may result in a governmental takings claim by the owner of property B. A governmental taking occurs if a condition on a development permit fails to substantially advance a legitimate state interest. Agins v. City of Tiburon, 447 U.S. 255, 260 (1980). A condition must bear an "essential nexus" to the mitigation of harms caused by the proposed project. Nollan v. California Coastal Commission, 483 U.S. 825, 836 -37 (1987). If a condition is unrelated to mitigating legitimate concerns caused by the project, the true purpose for imposing the condition is shown to not be regulatory, but confiscatory and is therefore a taking. Id In Dolan v. City of Tigard, 512 U.S. 374, 388 (1994), the court required that in addition to an essential nexus, there must also exist a "rough proportionality" between the degree of the condition and the projected impact of the development. A similar Washington case is Unlimited v. Kitsap County, 50 Wn. App. 723 (1988). In that case, a developer submitted an application for a rezone and a planned unit development. During a public hearing, an adjacent property owner requested that it receive commercial access across the developer's property to allow for access to what would otherwise be a landlocked C: \DOC UME— I \BRANDO -1 \LOCAL S -1 \Temp \ME0000— I .DOC/B/I 1/23/04 adjacent property. The County approved the developer's application subject to the condition that the developer dedicate a public right -of -way for access to the adjacent landlocked property. On appeal, the court ruled that the County's exaction of a commercial access easement to a landlocked property as a condition to the developer's planned unit development was invalid. Id. at 727. The court found that there would be no public interest in the County granting a commercial access easement to a landlocked property as a condition of a development application. Id. Therefore, it is strongly suggested that the City not involve itself in resolving the issue of whether the owner of property A should have access to property B. This is properly a legal dispute between the two property owners. If you have any questions or concerns, do not hesitate to contact me at 206.433.7199. C: \DOC UME- I \BRANDO -1 \LOCALS -1 \Temp \ME0000- I .DOC/B/I 1/23/04 -2- 41 Wn. App. 457, HALVERSr'' v. BELLEVUE Page 1 of 4 41 Wn. App. 457, HALVERSON v. BELLEVUE CITE: 41 Wn. App. 457, 704 P.2d 1232 HALVERSON v. BELLEVUE CAUSE NUMBER: 11185 -0 -I FILE DATE: August 12, 1985 CASE TITLE: Eileen J. Halverson, Respondent, v. The City of Bellevue, et al, Appellants. [1] Plats - Certificate of Dedication - "Ownership Interest" - Adverse Possession. A person who acquired title to land by adverse possession has an "ownership interest" in the land for purposes of RCW 58.17.1.65, which requires a certificate of dedication to be signed by all parties having any "ownership interest" in the land subdivided. The fact that the title is not a matter of public record does not affect this result. [2] Plats - Statutory Violation - Effect. A plat approved in violation of the requirements of RCW 58.17 is invalid in its entirety. [3] Plats - Judicial Review - Exhaustion of Administrative Remedies - Necessity. An aggrieved party need not pursue administrative remedies before seeking judicial review of a plat approval pursuant to RCW 58.17.180. NATURE OF ACTION: Action challenging a City's approval of a plat. While the plat application was pending, the plaintiff had notified the City that she claimed title by adverse possession to a portion of the land subject to the plat. Superior Court: The Superior Court for King County, No. 79 - 05095 - 4, George H. Revelle, J., on December 4, 1981, invalidated the plat. Court of Appeals: Holding that the plaintiff had an "ownership interest" in the platted land requiring her participation in the plat dedication and that the plaintiff was not required to pursue administrative remedies before filing suit, the court AFFIRMS the judgment. COUNSEL: LINDA M. YOUNGS, CITY ATTORNEY, and RICHARD L. ANDREWS, ASSISTANT, for appellant Bellevue. M. TYRONE MORGAN, pro se. COHEN, ANDREWS, KEEGAN & GOELTZ and THOMAS A. GOELTZ, for respondent. AUTHOR OF MAJORITY OPINION: Scholfield, A.C.J. - MAJORITY OPINION: M. Tyrone Morgan and his wife (Morgan) and the City of Bellevue appeal an order setting aside approval by Bellevue of a final plat for a subdivision submitted by Morgan. Appellants assert the trial court erred in finding Eileen J. Halverson had an "ownership" interest in part of the property platted and also assert Halverson failed to exhaust her administrative remedies. We affirm. In 1978, Morgan filed a preliminary plat application with the City of Bellevue, seeking to subdivide a plot of land for residential development. In June 1979, Halverson filed a lis pendens and complaint to quiet title to establish her ownership by adverse possession of a strip of land included in Morgan's plat. Halverson also directly notified the City by letter of her claim to ownership in regard to the plat application. On August 13, 1979, the Bellevue City Council granted preliminary plat approval. Final plat approval was granted on September 17, 1979. On October 4, 1979, the City issued a building permit for work including the disputed land. On the same day, Halverson instituted a writ of certiorari proceeding, challenging the validity of the plat. http : / /www.mrsc.org /nxt/gateway.d11 /appellate /041 wnapp /041 wnapp0457.htm ?f= templat... 11 /23/2004 41 Wn. App. 457, HALVERSe ' v. BELLEVUE Page 2 of 4 ftaie Halverson prevailed on her claim of adverse possession and action to quiet title; «1» «1» The adverse possession case is being reviewed by this court as Halverson v. Morgan, causes 11508 -1 -I and 13549 0 -1. this case was tried separately. The trial court in this case ruled that approval of the final plat was "hereby set aside for an error in the law." RCW 58.17.165 provides: " Every final plat or short plat of a subdivision ... filed for record must contain a certificate giving a full and correct description of the lands divided ... including a statement that the subdivision or short subdivision has been made with the free consent and in accordance with the desires of the owner or owners. If the plat ... is subject to a dedication, the certificate ... shall contain the dedication of all streets and other areas to the public, . . . Said certificate or instrument of dedication shall be signed and acknowledged before a notary public by all parties having any ownership interest in the lands subdivided and recorded as part of the final plat. Every plat ... containing a dedication filed for record must be accompanied by a title report confirming that the title of the lands as described and shown on said plat is in the name of the owners signing the certificate or instrument of dedication. Morgan and Bellevue contend that Halverson, as a claimant, rather than a record owner, had only a contingent ownership interest and therefore did not possess an "ownership interest ", as provided in RCW 58.17.165. The essence of the claim is that Halverson should not have been considered an owner in this context until her adverse possession claim was adjudicated and her ownership interest made a matter of record. Halverson, on the other hand, contends that, upon the passage of the statutory period- here, 10 years- title passes by operation of law to the adverse possessor, whether or not a judgment to that effect is ever entered. [1] The statutes applicable here do not provide a direct answer to the question of how a city, town, or county should proceed in cases of disputed ownership of a portion of the property to be platted. However, RCW 58.17.165 requires a certificate of dedication be signed by "all parties having any ownership interest in the lands subdivided . . ." "Any ownership interest" is broad enough to include ownership of a portion of the land which is not yet a matter of public record because it was acquired through adverse possession. The Bellevue City Code contained a similar provision, containing even broader language: "In addition to any other requirements set forth in this chapter or by state law, each final plat shall: (6) Contain a certificate stating that the subdivision has been made with the free consent, and in accordance with the desires of the owner or owners. If the plat includes a dedication, the certificate shall also contain the dedication of all streets and other areas to the public ... Such certificate shall be signed and acknowledged before a Notary Public by ALL PARTIES HAVING ANY INTEREST IN THE LANDS SUBDIVIDED. (Italics ours.) Former Bellevue City Code 22C.10.250. This provision is not worded in terms of "ownership." Halverson's interest in the land subdivided was made clear when she put the City Council on notice that she was claiming a portion of the land by adverse possession. http : / /www.mrsc.org /nxt/gateway.dl1 /appellate /041 wnapp /041 wnapp0457.htm ?f= templat... 11/23/2004 41 Wn. App. 457, HALVERS N v. BELLEVUE Page 3 of 4 The law is clear that title is acquired by adverse possession upon passage of the 10 -year period. EL CERRITO, INC. v. RYNDAK, 60 Wn.2d 847, 855, 376 P.2d 528 (1962); MUENCH v. OXLEY, 90 Wn.2d 637, 644, 584 P.2d 939 (1978). The quiet title action merely confirmed that title to the land had passed to Halverson by 1974. Because the merit of an adverse possession claim cannot be determined by the city prior to adjudication, caution in approving plats in such cases is warranted. The platting statute requires the consent of owners in order to prevent future title disputes. Once the City was put on notice of Halverson's claim, approval of the plat as submitted was improper. RCW 58.17.170. «2» «2» RCW 58.17.170 provides: 'When the legislative body of the city, town or county finds that the subdivision proposed for final plat approval conforms to all terms of the preliminary plat approval, and that said subdivision meets the requirements of this chapter, other applicable state laws, and any local ordinances adopted under this chapter which were in effect at the time of preliminary plat approval, it shall suitably inscribe and execute its written approval on the face of the plat. The original of said final plat shall be filed for record with the county auditor. One reproducible copy shall be furnished to the city, town or county engineer. One paper copy shall be filed with the county assessor. Paper copies shall be provided to such other agencies as may be required by ordinance. Any lots in a final plat filed for record shall be a valid land use notwithstanding any change in zoning laws for a period of five years from the date of filing. A subdivision shall be governed by the terms of approval of the final plat, and the statutes, ordinances, and regulations in effect at the time of approval under RCW 5847.150(1) and (3) for a period of five years after final plat approval unless the legislative body finds that a change in conditions creates a serious threat to the public health or safety in the subdivision." The City and Morgan contend that the failure to obtain Halverson's signature did not justify setting aside the entire plat, since Halverson owned such a small portion of the proposed subdivision. Instead, they argue, the court should have allowed the plat to stand by excising from it the property acquired by Halverson. RCW 58.17.100 provides, in part: " Sole authority to approve final plats, and to adopt or amend platting ordinances shall reside in the legislative bodies. [2] Thus, the law is clear that the Legislature has granted the authority to amend plats to the legislative bodies and not the courts. Having found that plat approval should not have been granted without Halverson's consent, the trial court had authority only to set aside the plat as invalid. There was no error. FAILURE TO EXHAUST ADMINISTRATIVE REMEDIES [3] Morgan contends Halverson failed to exhaust her administrative remedies by failing to appeal from preliminary plat approval. Morgan cites no authority that supports this contention. RCW 58.17.180 provides, in part: " Any decision approving ... any plat shall be r e v i e w a b l e . .. by writ of review before the superior court of the county in which such matter is pending... . Application for a writ of review shall be made to the court within thirty days from any decision so to be reviewed. The record shows that Halverson timely filed her certiorari proceeding in superior court within 30 days following the City's final plat approval on September 17, 1979. We find no failure to exhaust http: / /www.mrsc.org/nxt/gateway.d11/ appellate /041 wnapp /041 wnapp0457.htm ?f= templat... 11/23/2004 41 Wn. App. 457, HALVERSr ' v. BELLEVUE administrative remedies. Judgment affirmed. CONCURRING JUDGES: Grosse, J., and Petrie, J. Pro Tern., concur. Page 4 of 4 http : / /www.mrsc.org/nxt/gateway.dll /appellate /041 wnapp /041 wnapp0457.htm ?f=templat... 11/23/2004 WALTER H. OLSEN, JR. * , ATTORNEY AT LAW B. TONY BRANSON, ATTORNEY AT LAW TROY R. NEHRING, ATTORNEY AT LAW •ADMInED IN WASHINGTON AND OREGON City of Tukwila, Planning Attention: Brandon J. Miles 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 Dear Mr. Miles: OLSEN LAW FIRM PLLC November 22, 2004 Re: Public Comment on Cendant Car Group File No. L04 -064 and B04 -18 CYNTHIA THOMPSON, PARALEGAL/OFFICE MANAGER DOUG SCHARNHORST, PARALEGAL/CONTROLLER NOREEN M. PETERS, PARALEGAL TERI EDWARDS, ADMINISTRATIVE ASSISTANT RECEIVED NOV 2 2 2004 COMMUNITY DEVELOPMENT In accordance with the City of Tukwila's November 8, 2004 Notice of Application, we are providing this public comment on the Cendant Car Group's ( "Cendant ") proposal for SEPA and design review to convert the Lewis & Clark recreation site into an administrative and maintenance facility for their rental car fleet (File No. L04 -064 and B04 -18). Based upon the information Cendant submitted in its application, we believe the application is inadequate because it fails to acknowledge that the proposal will cut off access to a public roadway easement in the southwest corner bf the Cendant property. Cendant should be required to continue to maintain public access to this well known and well traveled public right -of -way. The Cendant application describes a large rental car maintenance administration and quick turnaround facility to be constructed upon the Lewis & Clark recreation site. The application makes no mention of a well used and well known public right of way in the southwest corner of the proposed facility. Attached at Exhibit A is a copy of Cendant's preliminary site plan with the public right -of -way highlighted. This public right -of -way across the Cendant property has been used for decades to access the businesses located along International Boulevard such as the Ace Hardware shop. Now, after decades of this public use, Cendant seeks to close off this vital public right -of -way. Cendant should not be able to close off this public right -of -way. The project and site plan should be reconfigured to allow and preserve this historic public right -of -way. At no place in the SEPA documentation or the application in general does Cendant discuss or address this adverse impact upon traffic and public property rights. We believe this is a Mr. Brandon J. Miles November 22, 2004 Page - 2 significant flaw in the application and SEPA process mandating that the SEPA review and permitting consider and maintain this public roadway as part of the proposed development. We appreciate the opportunity to submit this comment concerning the flaws in the application and SEPA documentation. If you have any questions or require additional information, please contact the undersigned. WHO:nmp Very truly yours, of(6..„ Walter H. Olsen, Jr. 11 - LL - VI 1 f . L1 £ 1hVhl - JOHN W. DEMCo* NUM T. Manual MEANIE A. LEAP? MATTHEW F. DAVIS Lis E. NEsrE' City of Tukwila Planning Attention: Brandon J. Miles 62300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Dear Mr. Miles: DEMCO LAW FIRM, PP. ' BLeam ADAMS CECIL[A A. CORDOVA 5224 WILSON AVENUE SOUTH, SUITE 200 MICHAEL J. ImON SEATTLE, WASHINGTON 98118 DAvin C. DANIEL (206) 723-2230 - (2o6) 723'332 (FAX) 'AlsoAmer= Dr owe+ November 19, 2004 Re: SEPA and Design Review Cedant Car Group Proposal — File Number L04064 and E04018 Our firm represents The Dougherty Family Limited Partnership ( "Dougherty Family"). The Dougherty Family is the owner of 15838 International Blvd., which is directly adjacent to the proposed redevelopment of 15820 International Blvd, Tukwila WA 98188, which is owned by Sterling Realty Organization, Inc. (SRO property"). The Dougherty Family has retained our firm to object to the current redevelopment plan and protect their interest in access across the SRO property. My client's property consists of two commercial buildings which house the El Chorro Restaurant, ACE Hardware store and several other businesses. The property has been in the Dougherty Family for approximately 30 years. During that period of time my clients as well as the lessees of their two buildings, the general public and customers have accessed the Dougherty Family property from South 160 Street via an entrance onto the SRO property which connects to Dougherty Family property. When I visited the site the entrance appeared to be marked as 34 Avenue South. This is also the main access for the redevelopment of the SRO property by Cendant Car Rental Group, Inc. ( "Cendant "). Access to the Dougherty Family property from South 160th has been via a roadway across the SRO property for as long as any of my clients can remember. The roadway is delineated on the attached map. For various reasons, left hand turn lanes have been removed and bathers erected on International Blvd. Now use of the access off of South 160 Street is crucial because of the bathers. Due to the continued use of the access from South 160 Street across the SRO property, the Dougherty Family claims a prescriptive casement over and through that portion of SRO's property as marked on the attached map. Cendant's proposed use of the property includes erecting fences and barriers around the perimeter of the property. This will deny my client, its customers, and suppliers much needed access to their property. Access which they have used for many years unimpeded. 11 104 l f : LL rrsun November 22, 2004 Page 2 It is our position that the city cannot approve the SEPA or Design application because of my client's claim of ownership of a portion of the SRO property. As a party with an ownership interest in the property upon which the proposed renovation will occur they must approve or join in the application with SRO and Cendant. (See Halvorson v. City of Bellevue 41 Wash. App. 457, 704 P.2' 1232(1985). In Halvorson the Washington Court of Appeals determined that the approval of a short plat was invalid because the application was not made by all the property owners. The Court determined that an individual claiming an interest via adverse possession was a property owner who must be included in the application process. Mr. Miles indicated that he does not believe that the law is applicable. Similar to the Halvorson matter, the present application requires a declaration of ownership and an agreement to hold harmless by the owners of the property. My clients were not included. Even if you deem the objection based on a prescriptive easement to be premature at this time it will be quite relevant at the later stages of development of this project and should be addressed now rather than later. My clients would also like to point out that the South 160 Street entrance is designated as 34 Avenue South. It appears a portion of it may be a public right of way or street owned by the City of Seatac or the City of Tukwila. I have not yet been able to determine if this is the case. I make this statement based upon the fact that there are well designated road ways on the property, stop signs and a city street sign designating the entrance as 34 Avenue South. My client also find the type of fencing proposed to be offensive and will make the adjacent area look much like a prison, not a business district. My clients object to the proposed renovation because the proposal will block an easement they have acquired across the SRO property I have had several discussions about my client's position with David Schooler of SRO over that last few days and will continue to attempt to resolve this issue with SRO expeditiously. I would be glad to discuss my client's concerns with the City of Tukwila as well. I also request notice of all actions of any kind in anyway related to the above referenced proposal. MJL:sdh cc: clients z:\ dpughanyfamilylp 1propaty1111904sdh city of alkwila.doc Very truly yours, Michael Y. Layton mlayton@demcolaw.com lwernor DUI 1471 0 0 41 , 14 rrrarl .or tr dno+p -w.Dad dd 111VON33 -4 1.21.S wa ... ctrl r. 4 g 1J J jr ° II I j ' � j !l ° � '• ,° • 1111 j •� f q r'� r ` t ! _ o q p �: ; If f ji1: 1 � E •! i .. if . , 1 g i 1 ! L 'jr 'l , (' 'l ! 1 I ! # 1 r l ! , I � 1 31' ! ; � � j 1� rj, r r ,d :� j (al( �. ���� ���l; ) . ! l ,. it f k IiIII I1 ; irie r j 1 � ` �i It / i+ ° l j !I t,7 = ij , ! ' i I d I 1 c 1� ! 31 Ir ijs it� (!iIjtI; ! i 1 '. i s s .. � ! '! j r g j � l � Ir ;� !t' ,: p Igo i! i : P ; .. ..a l° I 1 I,' �y° 1 � I �i f ( .: d i I % r . PP dial .It t y8 • • r r r t d � ' i 1 I f l r! '• r j s l , ! ! , 1,1 r�. Il . . r �S r n s: : I I i it . t- 1 • 1 { 3 s - � a ! r ° l ..I. t � I a i 1 I•" I :t to II rlt°i II 1 ; , . I r' ° . ill " iligi i : E t :• _ i e � ! . l � i I r011 .'� .i4 ,ii hi =:f .�3i ;re��� j II . l ti t li! !1 iil-:. r l ° c J E °� ' I1 I L / - 1 ■ , r til is ° iIt? i :f I' `• L i i a r £ l �!`I 1 1:)..• , .s fi• °� 1 a. E l• : f t 3 1••, i I t1 �i l $ : ° 1 i E� ° - �Q t ° 1 30 —11 '0/'0d 00E -1 • If 1 PRELIMINARY 1111111.1.1.11_1111.1111 - NOT FOR CONSTRUCTION WASHINGT STATE HISTORIC'L SOCIETY Brandon Miles Department of Community Development City of Tukwila Planning 6300 Southcenter Blvd, Suite 100 Tukwila, Washington 98188 Dear Mr. Miles, On behalf of the Washington State Historical Society, I write to express interest in and encourage the preservation of the murals in the Lewis and Clark Bowling Alley building under consideration for renovation by the Cendant Car Rental Group. The murals were originally designed and painted by artists hired by the Lewis and Clark Theater's original owners. Mr. John Danz, had a personal interest in the creation of the murals depicting the explorers, after whom the building was named and whose exploratory bicentennial we are now commemorating, was a proponent of developing large murals within the bowling alley and entertainment center. The murals, originally done by the Klee - Wyk Studio artists -- Delbert McBride, Bud McBride, Richard Schnieder and Oliver Tiedeman were painted during the early morning hours when the bowling alley was closed for business. The artists would travel from Nisqually /Olympia to Tukwila, paint during the early morning hours then return home before the alley opened for business. The murals, painted in the style of Emily Carr, influential artist from British Columbia, depict the progress of the Lewis and Clark Expedition. The murals were monumental for the time. Once installed, the murals were enjoyed by many that used the bowling alley. . I would encourage you to attempt to find a way to preserve the murals as a part of the artistic history of King County or the City of Tukwila. I would suggest that the King County Arts Commission be asked to assess the condition and the advisability of attempting to remove and re- install the murals at an appropriate location within the County. David L. Nicandri Director November 18, 2004, RECEIVED NOV 17 2004 DEV ELOPMENT Headquarters 1911 Pacific Avenue Tacoma WA 98402 T 253 272 3500 F 253 272 9518 wash i ngton h istory.org DATE: November 16, 2004 MEMORANDUM TO: PLANNING DEPT. — Brandon Miles, Assistant Planner CoMPIA FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer SUBJECT: Cendant Car Rental Maintenance Facility 15820 Tukwila International Blvd. SEPA and Design Review Comments SEPA — E04 -018 SEPA is complete for Public Works, if the following comments are addressed: 1. Revise the "Endangered Species Act Screening Checklist" (or) place the redlined checklist in the SEPA file — see enclosed. 2. Revise the "State Environmental Checklist" (or) place the redlined checklist in the SEPA file — see enclosed. 3. Cyndy Knighton, Senior Transportation Engineer, needs to provide review comments, regarding the Traffic Impact Assessment by Transportation Solutions, Inc., dated October, 2004. Design Review - L04 -064 Design Review is complete for Public Works, if the following comments are addressed: 1. Cyndy Knighton, Senior Transportation Engineer, needs to provide review comments, regarding the Traffic Impact Assessment by Transportation Solutions, Inc., dated October, 2004. APPLICANT: AGENT: LOCATION: OWNER OF THE PROPERTY: FILE NUMBERS: PROPOSAL: OTHER REQUIRED PERMITS: City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED November 8, 2004 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. Cendant Car Group Karl Westermann, Cendant Car Rental Group 15820 Tukwila International Blvd SAO L04 -064 and E04 -018 Cendant Car Group has submitted application for SEPA review and Design review application to convert the Lewis and Clark Recreation Site into an Administration and Maintenance Facility. Development work includes the demolition of the former theater, construction of a QTA Facility (car wash and fuel island), Tenant Improvement of the old Bowling Alley, construction of an eight foot tall fence with barbwire, installation of guard booth, bringing in fill to level the old theater site, removal of the two large freestanding signs on the property, and installation of additional landscaping. Access to the site is via existing access points off of International Blvd and S. 160 Street. Both of these streets are within the City of Seatac. Within the old bowling alley are historic murals that will not be retained after the tenant improvement is completed. Building Permit, City of Tukwila DCD Land Altering Permit, City of Tukwila PW Sign Permit, City of Tukwila DCD 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Please send comments to: City of Tukwila Planning Attn: Brandon J. Miles 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 DATE OF APPLICATION: September 27, 2004 NOTICE OF COMPLETE APPLICATION: November 2, 2004 NOTICE OF APPLICATION POSTED: November 8, 2004 OTHER PERMITS THAT MAY BE REQUIRED: Right of Way Permit, City of Seatac These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments regarding the State Environmental Policy Act and Design Review Application in writing to the Department of Community Development by 5:00 p.m. on November 22, 2004. This project will also go before the Board of Architectural Review and you will receive a public notice informing you of the date and time. If you have questions about this proposal contact Brandon J. Miles, Planner -in- charge of this project at (206) 431 -3684 or by email at bmiles@ci.tukwila.wa.us. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at (206)- 431 -3670. A decision from the Planning Commission may be appealed to the City Council. The Department will provide you with information on appeal if you are interested. A1.1 WET • OF • Irma Y/27/W EPA rtl D B APPUCAT ON kr CENDANT CAR RENTAL GROUP, NC. 16820 TUCWLA NTSWATONAL NOILEVAiO TIKWLA, WABf13TON O8158 $ b SITE PLAN r.ac -o i :ea MI VIII I Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /, :.t`_ HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: Notice of Public Meeting Project Number: Mitigated Determination of Non- Significance I Mailer's Signature: j , & (to( - 4 Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda ),( Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM •k2 Was maileq to each of the addresses listed on this day of Oa in the year 200 Project Name: � a C 3 Pro Project Number: L-- 4 E04-C I I Mailer's Signature: j , & (to( - 4 Person requesting mailing: . I ). (/,4 ti) 1 Ji'L(..e4_/ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM •k2 Was maileq to each of the addresses listed on this day of Oa in the year 200 ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION ( ) DEPT OF FISH & WILDLIFE FFICE OF ARCHAEOLOGY TRANSPORTATION DEPARTMENT ( DEPT NATURAL RESOURCES 14 OFFICE OF THE GOVERNOR DEPT OF COMM. TRADE & ECONOMIC DEV. DEPT OF FISHERIES & WILDUFE K () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DMSION V C. DEPT OF PARKS & REC C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY ( ) RENTON UBRARY () KENT UBRARY () CITY OF SEATTLE UBRARY ( ) OWEST ( ) SEATTLE CITY UGHT ( ) PUGET SOUND ENERGY () H1GHUNE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: () PUBLIC WORKS OPOUCE () PLANNING ( ) PARKS & REC. ( ) CITY CLERK ( ) PUGET SOUND REGIONAL COUNCIL () SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM () FISHERIES PROGRAM ( ) WILDUFE PROGRAM ( ) SEATTLE TIMES () SOUTH COUNTY JOURNAL P:\ADMIN ISTRATI V E \FORMS \CHKLIST.DOC CHECKLIST: ENVIRONMENTAL REVIEWISHOREUNE PERMIT MAILINGS FEDERAL AGENCIES ( ) FIRE ( ) FINANCE () BUILDING ( ) MAYOR WASHINGTON STATE AGENCIES () DEPT OF SOCIAL & HEALTH SERV. DEPT OF ECOLOGY, SHORELAND DIV DEPT OF ECOLOGY, SEPA DIVISION* ( OFFICE OF ATTORNEY GENERAL • SEND CHKUST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES SCHOOLS/LIBRARIES UTILITIES CITY AGENCIES OTHER LOCAL AGENCIES MEDIA fi k)- ()LJ.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. ( ) NATIONAL MARINE FISHERIES SERVICE ( ) HEALTH DEPT ( ) PORT OF SEATTLE () KC. DEV & ENVIR SERVICES-SEPA INFO CNTR () KC. TRANSIT DMSION - SEPA OFFICIAL () KC. LAND & WATER RESOURCES ( ) FOSTER LIBRARY () K C PUBLIC UBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBUC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERANATER DISTRICT RENTON PLANNING DEPT ITT OF SEA -TAC ( CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF AU. SEATTLE RELATED PLNG PROJ. ( ) DUWAMISH INDIAN TRIBE ( ) P.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT ( ) DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CLTUKWILAWAUS.W WV P: ADMINISTRATIVE \FORMS \CHKLIST.DOC LIC NOTICE MAILINGS FOR LIMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). Any parties of record * send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Shect Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMI's) Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan — Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) November 2, 2004 Mr. Karl Westermann Cendant Car Rental Group PO Box 612707 DFW Airport, TX 75261 Dear Mr. Westermann: Sincerely, Br on J. Miles Assistant Planner cc. File (L04 -064 and E04 -018) 0of City of Tukwila Re: Notice of complete application; L04 -064 and E04 -018 Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION Steven M. Mullet, Mayor The Department of Community Development received your application for Design Review and SEPA review for the property located at 15820 Tukwila International Blvd. The application was deemed incomplete on October 12, 2004. The materials requested by the City were submitted on October 27, 2004. Based on a review of your application for submittal requirements for a sign permit and design review, your application is deemed complete as of November 2, 2004. A notice of land use application will be distributed within 14 days of this date. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, you may obtain them at the Department of Community Development (DCD). Also, you must obtain a laminated copy of the Notice of Application to post on the board. This notice is also available at DCD. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. If you have any questions, you can contact me at (206) 431 -3684 or by email at bmiles @ci.tukwila.wa.us. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 27, 2004 Mr. Karl Westermann Cendant Car Rental Group PO Box 612707 DFW Airport, TX 75261 RE: Notice of Incomplete Application Dear Mr. Westermann: On October 12, 2004, Planning staff sent you a Notice of Incomplete Application. Planning staff sent the letter to the address provided in the application material and on October 26, 2004 the letter was returned by the Post Office noting that the address was not correct. This letter is to inform you that the application for Design Review and SEPA Review for the Cendant Car Rental Facility, located at 15820 TIB was deemed incomplete as of October 12, 2004. The following item(s) need to be submitted in order for the City to review the applications: 1. A Traffic Impact Analysis prepared by a Washington State Licensed Engineer must be provided to the City. Once the above item is submitted to the City, staff can begin to review the application. If you have any questions, please call (206) 431 -3684 or send an email to bmiles a,ci.tukwila.wa.us. city of Tukwila Department of Community Development Steve Lancaster, Director Bra don J. Miles Assistant Planner cc. (L04 - 064 and E04 - 018) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 October 19, 2004 C ity of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Mr. Karl Westerman Cendant Car Rental Group, Inc 3837 S. 26 St. DFW Airport Dallas, TX 75621 RE: Design Review and SEPA Review Cendant Car Facility 15820 Tukwila International Blvd Dear Mr. Westerman: As of today the City of Tukwila has not received the Traffic Impact Analysis (TIA) for the Cendant Car Facility located at 15820 Tukwila International Blvd. The need for a TIA was noted by City staff at the August 12, 2004 pre - application meeting. When City staff met with you and your representatives on September 8, 2004, staff noted that in order to take this matter to the December 9, 2004 Design Review Hearing a complete application must be submitted to the Department of Community Development by October 1, 2004. The TIA is a required submittal for the project and has not been submitted. As the application is still incomplete, staff is unable to complete a review of the applications. Additionally, staff cannot send out the required Notice of Application with the mandatory 14-day comment period. As a complete application has not been submitted to the City, your application will not be scheduled for December 9, 2004 Planning Commission meeting. Once the TIA is submitted to the City, staff will inform you of when this matter can go before the Planning Commission. If you have any questions, please call (206) 431 -3684 or send an email to bmiles@ci.tukwila.wa.us. Sincerely, Brandon Assistant Planner cc. File (E04 -018, L04 -064) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 October 12, 2004 Karl Westerman Cendant Car Rental Group, Inc. 3837 s. 26 St. DFW Airport Dallas, TX 75621 Dear Mr. Ronhovde: City of Tukwila RE: Notice of Incomplete Application Design Review for Cendant Car Facility L04 -064 Department of Community Development Steve Lancaster, Director The City of Tukwila's Planning Department received your application for Design Review and SEPA review for Cendant Car Facility at 15820 Tukwila International Blvd. The following item(s) need to be submitted for the City do review the applications: 1. A Traffic Impact Analysis prepared by a Washington State Licensed Engineer needs to be provided to the City. Please provide four copies of the document. The above item is crucial and needs to be submitted as soon as possible in order to get on the December schedule for design review approval. Once the above - mentioned information is provided, City staff can begin to review the application. If you have any questions, please feel free to call me at (206) 431 -3684 or you can email me at bmiles @ci.tukwila.wa.us. Sincerely, r tq ra on J. Mile Assistant Planner cc. File (L04 -064 and E04 -018) Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 randon Miles - Re: SEPA From: Brandon Miles To: Chandler Eason Date: 10/12/04 2:38PM Subject: Re: SEPA Karl got back to me yesterday and he is still working on the report. I have routed the application to PW, Fire, Building and Parks. However, PW is going to want the TIA. Additionally, I cannot start the Notice of Application without the TIA due to the fact that I need to send the TIA to Seatac PW Department and get their input on the project. I am going to send out a Notice of Incomplete Application. I will continue to review the Design Review Application, but since the SEPA application is incomplete and SEPA is required for design review the design review application is also incomplete. I need to the TIA ASAP to meet the December meeting schedule. Thanks, Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmiles @ci.tukwila.wa.us »> Chandler Eason <ceason3 @bdaarch.com> 10/12/04 10:55AM »> Cendant is checking on the status of this report. We will advise when information is available and when report will be delivered to your attention. Any thoughts on perspective angle per my 9/29/04 email? Thank you. Chandler Brandon Miles wrote: >Chandler, >In the SEPA application you refer to a TIA prepared by Transportation Solutions, Inc. However, I don't have the TIA report. Is it going to be submitted? >Brandon J. Miles >Assistant Planner > Department of Community Development >City of Tukwila >tel (206) 431 -3684 >fax (206) 431 -3665 >bmiles @ci.tukwila.wa.us alrandon Miles- Re SEPA Chandler S. Eason Ill, AIA Vice President Blunk Demattei Associates 1555 Bayshore Hwy. #300 Burlingame, CA 94010 P (650) 692 -9911 F (650) 692 -0181 C (650) 678 -1554 This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended recipient or the person responsible for delivering the e-mail to the intended recipient, be advised that you have received this e-mail in error and that any use, dissemination, forwarding, printing, or copying of this e-mail is strictly prohibited. CC: Gierloff, Nora; Michael Aippersbach City of Tukwila Department of Community Development Steve Lancaster, Director MEMO TO: Development Review Staff ,J� FROM: Brandon J. Miles, Assistant Planner !)/ RE: Cendant Car Facility, 15820 TIB DATE: October 11, 2004 Attached you will find application material for the conversion of the Lewis and Clark Recreational Facility into a Cendant Facility. The proposal calls for the demolition of the existing theater, construction of a Quick Turn Around Facility, conversion of the existing bowling alley into an administrative office, installation of a perimeter fence, and construction of security booths. The historical murals within the bowling alley will not be retained with this project. Comments are due November 1, 2004 Thanks! Steven M. Mullet, Mayor 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Dept. Of Community Development City of Tukwila • AFFIDAVIT OF DISTRIBUTION I, \' 6)(1 DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: l Notice of Public Meeting Project Number: LGL --- O ( 4 of -o g Mitigated Determination of Non - Significance Person requesting m a i l i n g : (� (-- , ,1,(/616// ' Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this C? of in the year 20 04 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Project Name: l (lim v - / Project Number: LGL --- O ( 4 of -o g I Mailer's Signature: D. - D. g4,0Ck" Person requesting m a i l i n g : (� (-- , ,1,(/616// ' Was mailed to each of the addresses listed on this C? of in the year 20 04 P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM ti A LOEws CINEPLEX E N V E R T A S N E N T LOEWS THEATRES CINEPLEX ODEON MAGIC JOHNSON THEATRES STAR THEATRES 711 Fnit I A \1 \a Nnv YAM K, NY 10022 m 111 0\E. 646.521.W00 p y r Ty �/�TnrS 3 t ' c/o Loews Cineplex -U.S. 711 5th Avenue, _4'th Floor New York, N.Y. 10022 c M arc � � 2.0014 To: I (�► T(►kiNi l71 C .� Center Rivd. Ti,kwik 1 WA N1Rg Alin: GIy Ckrks °Mir -• # Can cc/ I o► ian gtiS1ACSS L�v,,r #0 1 +1.7 1pin,� j3/3, RE: 0(4' 0 f 11.i-sines S ?la's Lo �cai'h�o.� C,re Odhcn LEV1J15 L C M ZH EArnizz iS ' RA Kt/4,14..74V- 614. + Sir or Madam: By this notice we are informing you that PLI1Y T 1 G no longer operates the above-captioned p anises. The lease once held by our company was terminated nated on I I ok 2.05 Future correspondence for 1 S $ 20 1 kw, to, Toile - bilk /should be directed to the Current SIC-Al-INC, REALTY Oil &ANI2A - T104 1000 I d ( o 1 h A i e - 1 V . Suds 2C t Lo.n(ksier acflcoJe WA- c c O?_j. Cyz) io L.i7P Tvk - re --eeS - doing business as LE3'J S & ahltKT will.no l onger brespons f or this premises and Permit. Please remove the names PLAT fl E '3/1. 4G and 7p 5 b' ' Fir tot NY 100 from your records for this location. thjs, s mvu5 �,r �.� 1S'42( A lac rvv ct MAN I'klry I Wnnv.rvo fLarr will not be responsible for any other theatres except its own. � roman. Asst, Director Operations %CODE COMPLIANCE PLITT THEATRFS, l LOEWS CINEPLEX ENT. 711 Fir s AVENUE 6th FLOOR A LOEWS CINEPLEX ENTERTAINMENT COMPANY -"1"' EXPIRA E 12 -31 -2004 DATE ISSUED 02/28/2004 LICENSE NUMBER 04 -817 FEE PAID $100.00 SALES TAX CODE No.1729 CITY CLERK City of ��n L� Tuk' a, Washington o V��UV ESS MENSE - -- 206 244 -2913 Theatre TELEPHONE NATURE OF BUSINESS LICENSEE AGREES TO COMPLY WITH ALL THE REQUIREMENTS OF CITY ORDI- NANCES AND EWE LAWS APPLICABLE TO THE BUSINESS ACTIVITY LICENSED HEREUNDER. Please note the following guidelines in the operation of your business: Lewis & Clark Theatre 15820 TUKWILA INTL BLVD TUKWILA WA 98188 -2698 This license is to be displays conspicuo location of business and is not transferable or assignable. L 1. It is necessary to contact the City Clerk's Office at 206 - 433 -1800 in the event your business: • Moves within the city limits of Tukwila • Moves outside the city limits • Ceases operation • Changes ownership • Changes use or type of operation • Will be having a special event (such as a tent sale, parking lot sale or any other event) outside its routine operation. 2. Additional licenses are required if your business has live music /entertainment, tow trucks, amusement devices, solicitors /peddlers, or adult entertainment. 3. Any retail sales tax generated in Tukwila needs to be reported to the Washington State Department of Revenue, under sales tax code # 1729. 4. Tukwila business license renewals are mailed to all licensed businesses in December and payable without penalty until January 31. i Brandon Miles - Re: Lewis and Clark Page 1 From: Barbara Saxton To: Brandon Miles Date: 12/7/04 4:07PM Subject: Re: Lewis and Clark Lewis & Clark Theater 15820 TIB Did renew and get a 2004 license. Corporate sent us a letter in early 2004 saying their lease was terminated as of 1 -8 -04, and to cancel their license. They said SRO would be the new contact. AMF Lewis & Clark Bowl 15830 TIB Had a license in 2001, but did not renew for 2002. »> Brandon Miles 12/07/04 03:28PM »> Barbara, When was the last year that the theater and the bowling alley had a valid bus lic? Brandon J. Miles Assistant Planner Department of Community Development City of Tukwila tel (206) 431 -3684 fax (206) 431 -3665 bmilesci.tukwila.wa.us ` This certificate provides the Department of Planning and Community Develop; with information necessary to evaluate development proposals. CERTIFICATE OF WATER AVAILABILITY File No. PART A: (TO BE COMPLETED BY APPLICANT) SEP 2 9 2004 n PERMIT CENTER 1. Owner Name/Address/Phone: ! ' P iI t_!t (?, r if e41 (7rz )U Z i i . 393'7 S. e2 to ST , (1�c/rori-- D, / /4S Tx 75Q-6/ Darr I VCS -1an Agent or Contact Person/Name/Phone: Par.--/ G Des / 4/Y0 Lpdo A✓ )eFrt#m.-Li 1,04 v 9t OSS LDV LA/zSE 1 fas- i -PTh Site Address (Attach map and legal description): / 58 0 7 141 & H WA y S. Tu K fIJ/ Lp /VA q691 �f 2. This certificate is submitted as part of an application for: Residential Building Permit Preliminary Plat Short Subdivision 1 4ommcrcial/Industrial Bldg. Permit Rezone 3. Estimated number of service connections and meter size(s): lh 6 7G[� R.-C /104 CI.IJ 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft. al 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. 'Hi e ? Ie Source of minimum flow requirement: Firs Marshal Insurance Underwriter City of SeaTac/P tanning Dept. 4800 South 18` 'trees ScaTac, WA 9 Developer's Engineer City Utility Other: 1. Area is served by: &4.4C/ Pis fr+ NP - / D5 (Utility) Owner /Agent's Signature: 6 t-a-- / 4712- Date: 97. Other: This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." RECEIVED CITY OF TI IKWII A Applicant's Signature The following terms and conditions apply to the attached Certificate of Availability ( "Certificate "). 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the City of SeaTac ( "City"). This Certificate is issued at the request of the City, and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, express or implied, that the applicant will be able to obtain the necessary permits, approvals, and authorizations from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the d ate of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all federal, state, and District laws, ordinances, policies and regulations in effect at the time of such application for utility service, including conservation, water restrictions, and other policies and regulations then in effect. District Representative ATTACHMENT TO CERTIFICATE OF WATER AVAILABILITY KING COUNTY WATER DISTRICT NO. 125 Date 7/- y Date 1I M d1' FROM :Aippersbach h a W ty ti z w Post.it Fax Nate 7671 FAX NO. :2065240337 l�► p 7, „Ao I' akt Oct. 13 2004 04:12PM P1 i 0 k ..-.- Design Review Application Cant Car Rental Group, Inc. City of Tukwila 9/27/04 DESIGN REVIEW APPLICATION ATTACHMENT A I. PROJECT /PROPOSAL BACKGROUND 1. Applicant: Cendant Car Rental Group, Inc. 2. Address: 15820 Tukwila International Boulevard Tax parcels: (1) 222304 - 9101 -02 (3) 222304 - 9001 -03 (2) 222304 - 9015 -07 (4) 222304- 9102 -01 Quarter SW 1 /4 of SW 14, section 22, township 23N, range 4E., W.M. Legal Description: See attached "Record of Survey" for Sterling Realty Organization dated 4/12/04 produced by Triad Associates, job #04 -077 3. Contact: Tenant/Development Coordinator: Karl Westerman Cendant Car Rental Group , Inc. 3937 S. 26 St., DFW Airport Dallas, TX 75261 Phone: (972) 453 -4062 Email: karl.westermann @cendant.com Architect: Chandler Eason Blunk Demattei Associates 1555 Bayshore Highway #300 Burlingame, CA 94025 Phone: (650) 692 -9911 Email: ceason3bdaarch.com Property Owner: Michael Lancaster, Property /Construction Manager Sterling Realty Organization 600 106th Ave N.E. P.O. Box 91723 Bellevue, WA 98009 -1723 Phone: (425) 455 -8151 Email: mikel cr SterlingRealty.com Property Owner's Representative Michael Aippersbach PO Box 95429 Seattle WA 98145 -2429 Phone: 523 -3764 Fax: 524 -0337 E -mail: aipp @prodigy.net Page 1 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 • Design Review Application C Car Rental Group, Inc. 9/27/04 City of Tukwila 4. Property Owner: Sterling Realty Organization (SRO) - Signed Declaration attached. The applicant, Cendant Car Rental Group, Inc., will lease the site from SRO and operate the rental car service center facility. 5. Comprehensive Plan Designation: Regional Commercial (RC) 6. Zoning Designation: Regional Commercial (RC) 7. General Description of Surrounding Land Uses: North: State Route # 518 is located immediately to the north of proposed site. In this vicinity, the width of the right -of -way is approximately 400 feet. To the north of SR # 518 are more commercial uses along Tukwila International Boulevard (TIB) (Pacific Highway south). To the north of SR 518 is a strip of land between S. 154th street on the north and SR 518 right of way on the south. The strip is composed of a mixture of vacant land and large apartment complexes. South: The Fellowship Bible Church of Riverton Heights is located to the south adjoining the southern portion of the proposed site and the new configuration of S. 158th Street. To the south of the Fellowship Bible Church of Riverton Heights is the corporate limit of Tukwila, which adjoins the City of SeaTac (south side of S. 160th Street). Within the City of SeaTac, commercial development (a restaurant -- Taco Time) exists at the southeast corner of Tukwila International Boulevard South and S. 160th Street. The remaining area to the east along the south side of S. 160th Street is designated as high - density multifamily (Evergreen Heights condominiums, Birchwood apartments, Sutton Suites, Julliene Apartments, Innsbruck apartments with some existing duplex and single family development). West: Part of this site borders Tukwila International Boulevard. Adjoining the west side of the proposed site is commercial development along the east side of Tukwila International Boulevard that includes Dollar- Rent -a -Car, an Ace hardware store, the restaurant El Charro and a Washington State Police facility within the city limits of Tukwila. Additional commercial development on the west side of Tukwila International Boulevard includes Bai Tong (Thai restaurant) immediately at the northwest corner S 160th Street and Tukwila International Blvd. To the north is an East Indian specialty grocery store (India Place), Seattle Auto Exchange, Subway, Enterprise Rentals and Shuttle Park (off - airport parking facility). On the southwest corner of S. 160th Street and International Blvd. is Atomic Video. The western boundary of the corporate limits of the City of Tukwila is the east right -of -way line of International Boulevard South. There is also commercial development on the west side of International Boulevard South, which is within the corporate limits of the City of SeaTac. East: Adjoining the east side of the proposed site is Quik -Park, an airport short/long term paid parking facility. Further to the east is Condominium development (Laurel Estates) and multifamily development (Sunnydale Apartments - 72 units) immediately adjoin the eastern edge of the proposed site. Also to the east of the site is a church, Riverton Heights Presbyterian. Page 2 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 6wdant Car Rental Group, Inc. City of Tukwila 9/27/04 • Design Review Application II. RESPONSES TO DESIGN REVIEW GUIDELINES CRITERIA FOR COMMERCIAL AND LIGHT INDUSTRIAL DEVELOPMENTS (TMC 18.60.050(A)). 1. Relationship of Structure to Site: a. The site should be planned to accomplish a desirable transition within the streetscape and to provide for adequate landscaping and pedestrian movement. The site has been designed with the main vehicular site entry along S. 160 Street to allow for queuing of vehicles, which may at certain times of the day wait for entry to the secured parking facility. Existing landscaping on sides of the site entry has been retained where possible and supplemented with additional landscaping. The proposed new landscaping at the employee parking lot on the north side of the administration building will supplement the existing landscaping between the existing building and the landscaping along the street frontage. Interior landscaping at parking areas has also been used to break up the parking areas. b. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. The visual impact of the parking areas will be moderated through the required perimeter and interior landscaping. The impact will also be moderated through the use of site - obscuring fences where necessary and landscaping as determined through the Design Review process. See item 2.b below. To moderate the visual impact of the car service area (for the parking and maintenance of the rental cars), the new gas island canopy and car wash have been located at the middle of the site, approximately 406' feet north of S. 160 Street. The view of the above ground fuel tank is screened from S. 160 Street by the car wash building. c. The height and scale of each building should be considered in relation to its site. All of the proposed commercial structures for the site: existing bowling alley used for car maintenance facility, existing theater concession building used for administrative offices and new gas island and car wash facility; are one -story in height with a shallow pitched roof and are compatible with one another. They are also compatible with other existing residential and commercial structures in the vicinity. 2. Relationship of Structure & Site to Adjoining Area: a. Harmony in texture, line, and masses is encouraged. To provide a harmonious character for the structures, the proposed buildings will have the same earth tone exterior colors, are one -story in character and have the same low -pitch roofline. The administrative office building and car maintenance facility are located in close proximity with a shared canopy /breezeway for both functional and aesthetic considerations. Building facades are interesting and entry to Administration and Maintenance facility is emphasized with the adjacent Plaza area and color. Page 3 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application \etndant Car Rental Group, Inc. City of Tukwila 9/27/04 2. Relationship of Structure & Site to Adjoining Area: Harmony in texture, line, and masses is encouraged. To provide a harmonious character for the structures, the proposed buildings will have the same earth tone exterior colors, are one -story in character and have the same low -pitch roofline. The administrative office building and car maintenance facility are located in close proximity with a shared canopy /breezeway for both functional and aesthetic considerations. Building facades are interesting and entry to Administration and Maintenance facility is emphasized with the adjacent Plaza area and color. b. Appropriate landscape transition to adjoining properties should be provided. An approximate 10 -20' wide strip of landscaping has been provided on the southern portion of the site alongside S. 160 St. providing a buffer to protect the existing residential development from impacts associated with the parking facility. Landscaping on the north, east and the west perimeters of the site has also been provided. Interior landscaping at parking areas has also been used to break up the parking areas. Existing buffer areas will retain existing trees, and additional shrubs and groundcovers added to supplement, any new planted buffer areas will be laid out per Code. c. Public buildings and structures should be consistent with the established neighborhood character. Not applicable as this is not a public building. Please note that this project will have buildings that are consistent and complementary to the existing established neighborhood character. These planned buildings will be scaled to relate to nearby structures. d. Compatibility of vehicular and pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. As proposed, the access to the site is from S. 160th Street via existing entry drive. The secured guard booth and gated access to the site has been setback to allow for queuing of multiple vehicles entering the facility, once the vehicles have entered onto the site. The provision of a multiple vehicle queuing area appears to be more than adequate given the spread out arrivals of vehicles to the site. This project will have compatible pedestrian and vehicular traffic circulation patterns on site to promote safety, efficiency and convenience for the car service center site. This site will limit the number of potential pedestrian and vehicular overlaps, provide striped pedestrian pathways that provide adequate visual distance to see moving vehicles, separate vehicle access and service loading zones from pedestrian access areas, and maintain landscaping so that it does not block pedestrian or vehicular site lines. Page 4 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 cndant Car Rental Group, Inc. City of Tukwila _ 9/27/04 Design Review Application e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. See response to item 1.a. This project is using existing curb cut entrances to the site and separating the Cendant employee parking area from the Cendant shuttler and maintenance car entry to the site. 3. Landscape & Site Treatment: a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. The existing site has existing paving and topography that will be reused for this proposed construction. The topography will be slightly modified adjacent to the new gas island and car wash so that water will flow around, not into, this new building and canopy. The existing site's topography will be recognized, preserved and enhanced. b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance. The proposed grades of sidewalks, vehicle entry and parking stalls do promote safety and provide an inviting and stable appearance. c. Landscape treatment should enhance architectural features, strengthen vistas and important axes, and provide shade. The proposed landscape treatment continues and enhances the attractiveness of the existing entry to the site. Perimeter landscaping treatment provides an attractive transition to buffer the impacts of the car storage and parking from adjoining development. The landscape treatment for the lot interior also provides some relief to the large expanse of paving and stored cars. In addition, the supplemental landscaping located at the new employee parking area northwest of the administration building provides greater transition from the parking lot/roadway to existing street frontage landscaping along Tukwila International Boulevard. d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. The location of the plant materials has been largely in response to the City's landscaping requirements. Where possible, we have placed and concentrated landscaping where we would anticipate minimal impact from vehicles and pedestrians. The required use of curbing should reduce potential injury from pedestrians and motor traffic to the proposed planting material. Landscaping will be maintained so that it does not block pedestrian or vehicular site lines. e. Where building sites limit planting, the placement of trees and shrubs in paved areas is encouraged. Not applicable. None of the proposed building sites limit planting. Page 5 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application " ' `' , u-endant Car Rental Group, Inc. City of Tukwila 9/27/04 f. Screening of service yards and other places, which tend to be unsightly, should be accomplished by .the use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. The placement of service areas of the site has been carefully located to avoid any visual impact of their functions. Almost all servicing of the rental cars will take place within the proposed maintenance building. The above ground fuel tank will be partially screened by the car wash building. In addition, except for peak capacity periods (before and after holidays) when the lot will likely be full, most of the car storage parking will be directed away from the southern site perimeter, which adjoins existing development. The new trash enclosures will be enclosed with concrete block walls or chain link fence with wood slats. In areas where general planting will not prosper, other materials such as fences, walls, and pavings of wood, brick, stone or gravel may be used. So noted. See landscape plan. h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. The proposed exterior lighting for the buildings will provide the necessary lighting for the functional aspects of the buildings while being attractive, provide for public safety, and minimize the visual impacts to the surrounding residential development. The proposed lighting recognizes that there is residential development on the south in the City of SeaTac. First the proposed structures have been located away from the existing residential development as far as possible. Second, the proposed levels of lighting for under the entry canopy, the exterior of the office building and maintenance facility is provided in fixtures with cut -off lenses. (NOTE: The State of Washington regulates lighting for purposes of energy conservation). Since the most of the exterior lighting for the proposed project is for the parking areas, the objectives for the lighting are to provide adequate lighting consistent with the security considerations for the site and the users needs while minimizing potential impacts to the existing adjoining development. The effect of this lighting level standard is that it reduces the overall lighting level thus reducing energy consumption and making the facility more compatible with the adjoining residential development. Also, we have included exterior lighting fixtures which utilize cut -off features or are located to prevent lighting spill beyond the perimeters of the property particularly on the east side adjoining the existing residential area. g. See further discussion in item 4.f and 5.b. Page 6 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650 -692 -0181 Design Review Application .14 "'" City of Tukwila Page 7 .. ndant Car Rental Group, Inc. 9/27/04 4. Building Design: ' a. Architectural style is not restricted, evaluation of a project should be based on quality of design and relationship to surroundings. Architectural style of the buildings for this project will have a unified modern style that will have a base, middle and roof line top. These buildings will be unified through the similar use of building materials of concrete walls, concrete block walls, plaster walls, anodized aluminum glass storefront doors and windows, metal man and rolling doors, metal fascias and canopies. These buildings will also be unified in their warm earth tone color palette. As noted in an earlier response, we have placed the buildings in a central location, which is most favorable to avoiding or reducing any impacts from the proposed use to the existing residential neighborhood to the south across S. 160th Street. The quality of the design is consistent with the proposed use and compatible with the Tukwila International Boulevard with surrounding uses permitted in the RC zoning district. The existing bowling alley and theater concession buildings are reused with slight exterior modifications as needed for Cendant's tenant uses. The style and the architecture of these building will be maintained and enhanced with the proposed tenant and building exterior improvements. The existing building's materials, finishes and colors currently are similar to those used in adjacent commercial and residential buildings. These materials, finishes and colors will be maintained in this building and be scaled to match the adjacent neighborhood. This project will have buildings that are consistent and complementary to the existing established neighborhood character. The use of concrete masonry units (CMU) and metal canopies for the new quick- turnaround facility (QTA), that is a car wash and gas island, is typical of many commercial local gas stations. The newer gas stations also tend to use a metal "skin" on their canopies that give the canopies a more commercial appearance. The building is located in the middle of the site, away from S. 160 Street, to minimize any impacts to the adjoining neighborhood. Again, the buildings are set back a considerable distance from the existing residential development (approximately 406 feet from the QTA to S. 160 St.). The exterior is still consistent with the neighboring commercial structures to the west (Dollar Rent a Car with its unpainted galvanized corrugated metal roofing and siding). Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application L-' City of Tukwila b. Buildings should be to appropriate scale and be in harmony with permanent neighboring developments. Although the proposed project includes buildings for commercial use, they are in harmony with both the residential development to the south through placement on the site and the selection of materials, finishes, and colors. The project is also in harmony with the existing commercial development on the west (car rental, hardware store, restaurant, etc.,). The proposed one -story buildings have the same or similar rooflines and use of the same or similar exterior colors. This project will have buildings that are consistent and complementary to the existing established neighborhood character. These planned buildings are be scaled to relate to nearby structures. c. Building components, such as windows, doors, eaves, and parapets, should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. The proportions of the proposed buildings complement one another and are consistent with the functional requirements for the permitted land use - a parking and car maintenance facility. The building components are consistent with the anticipated life of the buildings for the proposed use. d. Colors should be harmonious, with bright or brilliant colors used only for accent. The basic building color scheme consists of earth tone colors that are complementary to each other. None of the proposed colors would be considered "bright" or "brilliant ". e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. The air - conditioning for the office building and QTA facility will be placed under the roof except for the compressors. The compressor(s), similar to type of air conditioning found in single family development, will be pad mounted and placed in mechanical enclosures /rooms or on top of building's roofs with mechanical screens to enclose these units from sight. The air - conditioning and exhaust units for the maintenance bays will be located on the barrel vault roof, housed inside a mechanical equipment enclosure. f. Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. The proposed exterior lighting uses attractive fixtures and light standards, the lighting level being at the appropriate level for the type and operation of the use, and is consistent with safety considerations. See response to item # 3.h and 5.b. Lighting is provided at all building entries and throughout site for pedestrian safety. Site lighting will have cut off shields that ensure that lighting is confined to the site and does not create glare or additional light on adjacent sites. Page 8 �.K ndant Car Rental Group, Inc. 9/27/04 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application '"' �ndant Car Rental Group, Inc. City of Tukwila 9/27/04 Monotony of design in single or multiple building projects should be avoided. Variety of detail( form and siting should be used to provide visual interest. Each of the proposed buildings serves a distinct function which is reinforced by both the type of building utilized and location within the site. The height of the gas island canopy and new maintenance canopies must accommodate a vehicle clearance of 13' -6 ". The low structure with matching roof for the office adjoining the entry canopy adjoins the entry canopy to provide for close coordination for the staffing each administration and maintenance function (easily accommodates lunch, restroom, and other work breaks). And lastly, the maintenance building with bay doors for vehicles is further separated from the others and the surrounding residential development, but adjacent to the car wash and gas island building. 5. Miscellaneous Structures & Street Furniture: a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. See response to items 1.c, 2.a, 4.a and 4.b. b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to the site, landscape and buildings. Proposed site lights for the parking areas use existing light standards that are 30 feet in height with the addition of four new site lights. See attached site lighting plan. The recommended standard in the International Boulevard Design Guidelines calls for a minimum of 2 foot - candles using light standards from 10 to 15 feet in height. Our response to this standard is that in situations where there are security and safety issues (e.g., a rental car storage lot or a retail shopping area) a higher minimum foot - candles may be necessary. However, in this situation where access to the site is controlled through an entry gate and a security fence (also utilizing video cameras for all portions of the site), a higher level of lighting on the parking surface is required. There is lighting underneath the entry canopy and the entrances to all habitable buildings (office and maintenance building) are illuminated. g. Page 9 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application �' \. Car Rental Group, Inc. City of Tukwila 9/27/04 6. Consistency with adopted plans and regulations (TMC18.100.030): a. Demonstrate the manner in which the proposal is consistent with, carries out and helps implement applicable state laws and the regulations, policies, objectives and goals of the City of Tukwila Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. This project will meet all applicable state laws and the regulations, policies, objectives and goals of the City of Tukwila. See attached plans submitted for this application. CRITERIA FOR BAR REVIEW OF DEVELOPMENTS IN THE TUKWILA INTERNATIONAL BOULEVARD CORRIDOR (TMC 18.60.030 and 18.60.060(C). Applies to all developments in the Tukwila International Boulevard Corridor 1. Site Design a. Site Design Concept 1. Organize site design elements to provide an orderly and easily understood arrangement of building, landscaping, and circulation elements that support the functions of the site. The buildings, their entries, landscaping and site circulation has been located and organized per their respective site functions and provide an organized functional site The site has been designed with the main site entry along S. 160 Street to allow for queuing of vehicles. Existing landscaping on all sides of the site entry has been retained and supplemented with additional landscaping. The proposed new landscaping at the employee parking lot on the north side of the administration building will supplement the existing landscaping between the existing building and the landscaping along the street frontage. Site fencing has been placed on the interior side of the landscaping so that the landscaping provides a street edge. b. Relationship to Street Front 1. Organize site design elements to create a distinct street edge, and minimize parking between structures and street. The new site perimeter fencing has been located at the interior part of the perimeter site landscaping so that the landscaping and fencing provide a distinct street edge along S. 160 Street and Tukwila International Boulevard. Page 10 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application ndant Car Rental Group, Inc. City of Tukwila 9/27/04 2. Orient at least one building entry to a major public street. Not applicable. This site does not have a street corner. Page 11 The Administration and Maintenance Buildings are orientated towards Tukwila International Boulevard with their main employee entrances and parking areas located off Tukwila International Boulevard. c. Street Corners 1. Emphasize the importance of street corners through building location, the provision of pedestrian access, special site features and /or landscape features. d. Continuity of Site with Adjacent Sites 1. Maintain visual and functional continuity between the proposed development and adjacent and neighboring properties through setbacks, building massing, circulation and landscaping, where appropriate. Visual continuity between the proposed commercial development and the adjacent commercial and residential sites is provided by a harmony of colors and materials used in the building improvements for the Administration and Maintenance Facilities and new QTA building. Building massing for these proposed buildings is one story and matches the scale and massing of these adjacent properties. Building are set in the middle of the site so that buildings are set back from other buildings. Landscaping at the perimeter of the site will be harmonious with adjacent sites and blend in with the existing landscaping. There is no functional or circulation continuity between this site and adjacent site as this site is secured for rental car use. It's site use and function is different and does not relate to the adjacent commercial and residential use. e. Shared Facilities 1. Incorporate opportunities for joint development of sites where there is potential for common building walls, shared driveways, landscaping, or other shared facilities Not applicable as this site's use and function is different from adjacent sites. Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application `' L dant Car Rental Group, Inc. City of Tukwila 9/27/04 f. Site Design for Safety • 1. Minimize conflicts between drivers and pedestrians through the siting of structures, location of circulation elements, landscape design, and placement of signs. Striped pedestrian walkways from Tukwila International Boulevard and S. 160 Street to Administration and Maintenance buildings are added to further define the pedestrian path to these buildings. The Administration and Maintenance Buildings also has a covered walkway between them that does not allow vehicular circulation so those pedestrians can flow freely between these buildings. Car shuttlers will primarily access the QTA building by car, so that pedestrian access to this building from the Administration and maintenance facilities is minimized. A striped pedestrian walkway from the Administration and Maintenance buildings to the QTA is provided for any potential pedestrian use. 2. Design and site structures to maximize site surveillance opportunities from buildings and public streets. Buildings are located at the middle of the site so that site surveillance opportunities of these buildings and street entries to the site from these buildings is maximized. 3. Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public areas. Adequate lighting for pedestrians, building entries and parking areas, shown on the attached site lighting plan, will be provided throughout the site and perimeter of buildings in all pedestrian areas for security of employees and cars. 4. Design landscaping so that long term growth will not interfere with site lighting and surveillance. Landscaping will be designed so that long -term growth will not interfere with site or building lighting and surveillance. 5. Use durable, high quality materials in site furnishings and features for ease of maintenance. Exteriors of buildings are finished with concrete block and painted concrete and plaster finished walls that are durable, high quality and easy to maintain. Page 12 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application ' 6fidant Car Rental Group, Inc. City of Tukwila 9/27/04 g. Siting and Screening of Service Areas 1. Minimize the visual and aural impacts of service areas such as loading docks, trash and recycling collection points, utility maintenance areas, etc., through site design, landscaping and screening. Trash areas are screened from view with chain link gates/ wood slats and concrete masonry walls. Trash area at QTA is screened from S. 160 Street by the QTA building and canopy. Existing building to the south of the maintenance facility screens trash area at Maintenance building. h. Natural Features and Sensitive Areas 1. Preserve natural features such as existing topography, significant trees or wooded areas, wetlands and /or watercourses and incorporate them into the overall site, where appropriate. The existing site has existing paving and topography that will be reused for this project. The topography will be slightly modified around the new QTA facility so that water will flow around, not into, this structure. This site does not have significant trees, wooded areas, wetlands or watercourses. 2. Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. Not applicable. This site does not have hillsides. 3. Employ site design techniques that take advantage of and /or enhance visual focal points along the corridor, where feasible. Buildings are located at the middle of the site to take advantage of view corridors from this site to the adjacent roadways. Page 13 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application Nft '' C Car Rental Group, Inc. City of Tukwila 9/27/04 J i. Surface Stormwater Detention Facilities 1. Integrate water quality treatment techniques such as biofiltration swales and ponds with overall site design, where possible and appropriate. Biofiltration swales and ponds are not applicable to this site based on its current site water drainage system. The existing site drainage system will be retained as existing. The headwaters to Gilliam Creek begin in a shallow ravine located on the undeveloped easterly side of the site. Discharge to Gilliam Creek from this site is via a 36 -inch diameter pipe that traverses the southerly portion of the site. Areas off -site to the west drain through this system. Existing site drainage currently ties into this piped system prior to discharge to Gilliam Creek. Pedestrian Circulation 1. Provide paved pedestrian walkways that connect all buildings and entries of buildings within a site. See f.1 above. 2. Provide a paved pedestrian walkway from the public sidewalk(s) to the main entry of developments; where a development fronts two streets, access must be provided from both streets. See f.1 above. 3. Provide pedestrian connections from the on -site pedestrian network to walkways on adjacent properties and to other off -site destinations, where feasible. A man gate is provided from this site on the west side to El Charro Restaurant. Other uses do not apply, as their function is not compatible with rental car uses. 4. Support pedestrian movement between properties and from private property to public rights -of -way by providing facilities that traverse natural or man -made barriers, where appropriate. See j.3 above. Page 14 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application b,rt Car Rental Group, Inc. City of Tukwila 9/27/04 5. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. Pedestrian walkways are provided from the Administration and Maintenance buildings to Tukwila International Boulevard and S. 160 Street. Other uses will not have continuing pedestrian walkways, as their function is not compatible with rental car uses. k. Pedestrian Amenities 1. Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible. Pedestrian amenities will consist of seating and benches in the covered plaza area between the Administration and Maintenance buildings, bike racks with weather protection, pedestrian striped crosswalks for adjacent building access and security lighting around these buildings. This site is a secured car rental maintenance and service site. No through traffic of pedestrians will be allowed so that car security can be maintained and theft of cars or car parts can be minimized. This site is a car service center site that will primarily be used by car shuttlers in cars. Other adjacent property uses will not have continuing pedestrian walkways with this project, as their function is not compatible with rental car uses. I. Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. See f.1 above. 2. Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is efficient; and /or taking advantage of opportunities for shared driveways. Vehicular circulation on site is designed to be efficient to the functional needs of the rental car service center site. There will be no shared driveways with existing adjacent property functions as their functions are not compatible with rental car uses (with the exception of the potential future Washington State Police facility located in the southeast part of this site). Fenced area of site shall be fully secured so that cars or car parts are not stolen. Page 15 Prepared by Slunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila dant Car Rental Group, Inc. t . 9/27/04 5. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. Pedestrian walkways are provided from the Administration and Maintenance buildings to Tukwila International Boulevard and S. 160 Street. Other uses will not have continuing pedestrian walkways, as their function is not compatible with rental car uses. k. Pedestrian Amenities 1. Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible. Pedestrian amenities will consist of seating and benches in the covered plaza area between the Administration and Maintenance buildings, bike racks with weather protection, pedestrian striped crosswalks for adjacent building access and security lighting around these buildings. This site is a secured car rental maintenance and service site. No through traffic of pedestrians will be allowed so that car security can be maintained and theft of cars or car parts can be minimized. This site is a car service center site that will primarily be used by car shuttlers in cars. Other adjacent property uses will not have continuing pedestrian walkways with this project, as their function is not compatible with rental car uses. I. Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. See f.1 above. 2. Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is efficient; and /or taking advantage of opportunities for shared driveways. Vehicular circulation on site is designed to be efficient to the functional needs of the rental car service center site. There will be no shared driveways with existing adjacent property functions as their functions are not compatible with rental car uses (with the exception of the potential future Washington State Police facility located in the southeast part of this site). Fenced area of site shall be fully secured so that cars or car parts are not stolen. Page 15 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application Cendant Car Rental Group, Inc. City of Tukwila 9/27/04 m. Parking 1. Minimize the amount of space devoted to parking by taking advantage of shared parking and /or methods for reducing parking demand, where possible. 2. Building Design Not applicable as this site is a rental car site with open parts of the site used for rental car parking storage. a. Architectural Concepts 1. Develop an architectural concept for structure(s) on the site that conveys a cohesive and consistent thematic or stylistic statement, and is responsive to the functional characteristics of the development. The architectural concept for this site is three fold: have modern buildings with a base, middle and top; have a warm earth tone color and material palette and compatibility of adjacent structures scale. Each of the three buildings will have a base, middle and top with the horizontal elements emphasized. These three buildings will have the similar building materials, which is accentuated with the same color scheme. See 2.a.2. These buildings will also be scaled to be compatible with and are set back in distance to adjacent structures on other properties. 2. Ensure that development on sites with more than one structure employ similar or complementary architectural styles and /or are related in scale, form, color, and use of materials and /or detailing. The new QTA facility is designed to match the current style, scale, proportions, materials and detailing of the existing theater concessions and bowling alley buildings used for the Administration and Maintenance buildings respectively. The same materials (concrete block, concrete wall, plaster, metal fascia and canopies, aluminum glass storefront doors and windows) and color scheme of earth tone colors used on the two existing buildings will also be used for the new QTA building. The new QTA building will be complementary to the existing building' style, color, material finishes and scale. Page 16 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila b. Architectural Relationships Cendant Car Rental Group, Inc. 9/27/04 1. Provide for visual and functional continuity between the proposed development and adjacent and neighboring structures when these structures demonstrate an appropriate level of architectural quality. Buildings are centered in the middle of the site to leave vehicular circulation and car shuttling functions at the perimeter of the site. These building provide a visual continuity in using similar building materials and colors found in the existing neighborhood. 3. Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and located adjacent to residential districts. Not applicable as site is located in Regional Commercial district. This project consists of small scale one -story buildings. c. Building Elements, Details, and Materials 1. Provide distinctive building corners at street intersections through the use of special architectural elements and detailing, and pedestrian - oriented features where possible (see definition of pedestrian friendly facade). Not applicable as project is not located on a street corner. 2. Relate the design and scale of building elements and details to the building's overall form and massing. The design and scale of building elements use the same building materials and color palette in a similar form and detailing. Building massing is broken down into components of column /pilasters and beams and reveals and shadow lines further break up walls. Use of different colors to further emphasize building panels is also used to reduce the overall building massing. Metal canopies are set in front of buildings to create an open foreground to a solid building. The Maintenance and QTA building's mass is also reduced by clustering smaller buildings and activities around the main building. Page 17 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila 'toe Cendant Car Rental Group, Inc. 9/27/04 3. Employ architectural details that are appropriate to the architectural character of the building. ' Architectural details for the doors, windows, metal canopies and building walls will be similar throughout the project and are appropriate to the overall architectural character of these buildings. See 2.c.2. 4. Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. Durable, high quality and easily maintainable building materials of painted plaster, painted concrete block, pre- finished metal canopies and soffits, anodized aluminum glass storefronts, painted metal doors and painted glu -lam beams will be used so that this development will have a high quality finish and appearance for the life of this project and can be easily maintained. 5. Integrate the design and placement of exterior lighting with the architectural design and materials. Exterior lights will be located with the building's exterior design and materials taken into effect, so that lighting design is integrated with the overall building design. d. Pedestrian - Oriented Features 1. Provide pedestrian - friendly facades (see Definitions) on the ground floor of all buildings that face public streets and entry facades that face parking areas. The Administration and Maintenance entry canopy will have a pedestrian friendly fagade with warm earth tones to welcome employees to these buildings. 2. Provide special treatment for large blank walls (see Definitions) that are visible from pedestrian walkways and parking areas. Large blank walls are broken down into smaller components with changes in materials from plaster /concrete block to metal fascia and canopies. These walls will also have pilasters and small offsets /shadowlines in these walls, especially at corners and panel changes. Color is also used to provide variety in wall finish and appearance. Page 18 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application *ma" endant Car Rental Group, Inc. City of Tukwila 9/27/04 3. Enhance building entries through the use of weather protection, landscaping, pedestrian amenities and /or distinctive architectural features. The existing Administration and Maintenance buildings have an entry canopy that will remain for weather protection and a distinctive architectural feature. The Maintenance building will have new metal canopies on the east and west elevations for sun control and on the south for weather protection of car entries into the Maintenance bays. The QTA building will have a gas island canopy for weather protection of Cendant's employees during the car refueling process. These new canopies will also act as distinctive architectural features to add an open foreground to these solid buildings. The Administration and Maintenance buildings will also have separate striped pedestrian walkways from Tukwila International Boulevard and S. 160 Street. Perimeter landscaping around the site and interior landscape islands are also provided to further enhance the site. e. Mechanical Equipment 1. Locate and /or screen roof - mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. The Administration building will have air conditioning compressors mounted either in the existing mechanical room or on the roof of this building. If these compressors are mounted on the roof, they will be screened from view by the existing parapet wall so that they will not be seen from eye level. The compressors and exhaust equipment for the Maintenance facility will be housed inside a mechanical equipment enclosure at the peak of the roof as shown on the elevations. The mechanical equipment for the QTA will be mounted inside the building or on the roof. If mounted on the roof, the perimeter parapet wall will hide this equipment from pedestrian eye level and the parapet wall will be taller than this equipment. 2. Locate and /or screen utility meters and other ground level utility equipment to minimize visibility from the street. Utility meters and other ground level utility equipment will be located to minimize visibility from the adjacent streets. Page 19 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila 3. Landscape Design e rndant Car Rental Group, Inc. 9/27/04 a. Landscape Design 1. Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. The public frontage design will take advantage of the existing bed layout and trees of the existing theater and bowling alley building entry. These elements will be incorporated into a simple but bold landscape entry design scaled to the boulevard and buildings. The space available will allow for a 'non - traditional' entry. Plant material will build on the recently planted boulevard edge. 2. Develop a landscape design concept that reinforces site design and fulfills the functional requirements of the development, including screening and buffering. The new landscape plan provides for landscaping screening of the new parking area parallel with the boulevard, which effectively screens the parking lot depth. Existing parking lot trees will be retained where possible, pending immediate scale. Existing landscape buffers will be upgraded to meet current Tukwila code. Site and building entries will be clearly defined, as well as the delineation of public- secure space. 3. Ensure that the landscape design reinforces and complements plantings in the public right -of -way. Plant material will be thoughtfully considered and will incorporate the selected boulevard species into the design. Drought tolerance and appearance of planting will also be carefully considered. b. Planting Design 1. Select plant materials that reinforce the landscape design concept, and are appropriate to their location in terms of hardiness, maintenance needs, and growth characteristics. Proposed plant material will 'lean' towards the drought tolerant species. Existing trees have been considered in the new design of landscape site plan. Page 20 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application City of Tukwila 4. Signs Page 21 Cendant Car Rental Group, Inc. 9/27/04 2. Incorporate existing significant trees, wooded areas, and /or vegetation in the planting plan where they contribute to overall landscape design. Existing buffer areas will retain existing trees, and additional shrubs and groundcovers added to supplement existing planters. All newly planted buffer areas will be laid out per Tukwila Code. New plantings will complement existing, recently planted buffers. a. Signage Concept 1. Provide signage that is integrated with the architectural concept in scale, detailing, use of color, materials, and placement. Not applicable as no signs will be provided with this project. b. Sign Placement 1. Provide signage that is oriented to both pedestrians and motorists in design and placement. Not applicable as no signs will be provided with this project. 2. Provide adequate directional signage on site and building identification numbers that are legible from the street(s). Not applicable as no signs will be provided with this project. 3. Integrate freestanding signs with the landscaping. Not applicable as no signs will be provided with this project. c. Sign Design 1. Consider both day- and night -time viewing in the design, placement, and lighting of signage. Not applicable as no signs will be provided with this project. 2. Provide durable, high quality materials and finishes for signage. Not applicable as no signs will be provided with this project. Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application " ',endant Car Rental Group, Inc. City of Tukwila 9/27/04 III. RESPONSES TO APPLICABLE DESIGN REVIEW POLICIES A. All Commercial Areas: Goal: "Commercial districts that are visually attractive and add value to the community, are visitor and pedestrian friendly, are designed with pride and constructed with quality workmanship, are secure and safe with adequate lighting and convenient access, are uncongested with smooth - flowing traffic patterns, are well- maintained with adequate streetscape landscaping, and are wholesome and in harmony with adjacent uses" (Goal 1.7). 1. The design includes consideration of features that reflect characteristics of Tukwila's history (1.2.4). These buildings will be pedestrian friendly, are designed with pride and will be constructed by quality workmanship by a local general contractor. This project will have buildings that are safe and secure with adequate building perimeter and site lighting. This project will have functional pedestrian and vehicular. circulation patterns around these buildings that are safe and continuous with smooth and efficient traffic flows. Landscaping is provided around the perimeter of the site for a street edge and at interior parking islands to break up the site and parking areas. This project is harmonious to the existing neighborhood in design, scale, materials and colors. The design for the proposed use does not include any distinct features, which clearly reflect characteristics of Tukwila's history, other than perhaps the bowed glu -lam beams at the existing bowling alley. 2. Fencing and landscape buffers are provided between commercial and residential uses (1.7.4). Buffering in the form of landscaping and other features and perimeter security fencing have been provided along the street frontage at S. 160 Street. An 8 -foot high fence, protected by an interior steel guardrail is proposed for the entire site. Page 22 Prepared by Slunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application L'..e'ndant Car Rental Group, Inc. City of Tukwila 9/27/04 3. The development provides adequate parking and lighting (1.7.3). Adequate parking for Cendant employees and vendors will be provided with access through an existing curb cut along Tukwila International Boulevard. See parking calculations on site plan, sheet A1.1. The proposed lighting for the parking area will be controlled through cut -off shades on the specific fixtures to prohibit light and glare spilling to adjacent property. These site lights will be sufficient for security purposes. The proposed use is not seen as an intrusion on the neighborhood, but as a complimentary use given their exposure. Proposed lighting for the parking areas will use existing light standards that are 30 feet in height. Parking to comply with ADA standards will consist of four handicap stalls located adjacent to the administration building. There is lighting underneath the gas island canopy and the entrances to all habitable buildings (administration and maintenance buildings) are illuminated. The proposed parking lot lighting will be sufficient for any employee pedestrian access from the parking area to the office or maintenance facility entrances. 4. Where open spaces and trails are included in the development, they are designed not to interfere with the reasonable use of adjacent private property (1.10.11), and they designed and constructed in a manner that is safe for all users and adjacent property owners (1.11.7). Because of the security issue no connecting trails are proposed for the project. 5. In areas of concentrated commercial and retail activity, the development is connected by pedestrian facilities to the City's trail network, where feasible (1.11.4). See response to item # 4. The commercial development is not concentrated and bears little connection with the adjoining commercial uses. Page 23 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application ‘tendant Car Rental Group, Inc. City of Tukwila 9/27/04 B. TUKWILA URBAN CENTER (TUC) ZONE Goal 10.2 "Encourage and allow a central focus for the Tukwila Urban Center, with natural and built environments that are attractive, functional, and distinctive, and supports a range of mixed uses promoting business, shopping, recreation, entertainment, and mixed use residential opportunities:" 1. Wherever possible, the development provides an interior vehicular connection between adjacent parking areas (10.2.4). This project has continuous vehicular circulation aisles around the buildings so that all areas of the site are connected with continuous vehicular drive aisles. These drive aisles are also used for fire truck access and are shown dashed on the site plan, sheet A1.1. Connection to adjacent site circulation is not applicable, as this is a secured rental car site. 2. Where adjacent to a park, the development responds to or enhances the open space network and public amenities (e.g. by providing connections to open spaces (10.2.9). Not applicable as this site is not adjacent to a park. 3. The development should be designed with an appropriate scale and proportion; pedestrian- oriented features and streetfront activity areas, such as ground floor windows, modulated facades, rich details in materials and signage; quality landscaping; an appropriate relationship to adjacent sites; an overall building quality; and with sensitivity to important features such as Green River and Tukwila Pond (10.2.7). Pedestrian - oriented features of pedestrian crosswalks and access paths from S. 160th Street and Tukwila International Boulevard, building and site security lighting and bench areas at the Plaza will be provided with this project. Landscaping will not act as a pedestrian or vehicular visual barrier for pedestrian safety. The plaza will also be used as a pedestrian weather protected area for building employees to access the Administration and maintenance facilities. Page 24 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application tendant Car Rental Group, Inc. City of Tukwila 9/27/04 4. Parking areas should be designed with appropriate screening, landscaping and corner site / parrking relationships (10.2.6) Parking areas are surrounded with perimeter landscaping for appropriate screening and have additional interior landscaped islands to break up the parking areas. Corners of parking areas also are landscaped to further screen the cars. See landscape plan. 5. The development should achieve a high - quality design; contribute to the creation of hospitable pedestrian environments through site design techniques, such as integration of architectural /site design/landscape elements and co- existence of auto /transit/pedestrian traffic; should be designed to maximize pedestrian safety and convenience; and should incorporate physical and natural elements that enhance the area's overall aesthetic, including street orientation (10.2.3). See III.A.1, 2 and 3 and III.B.3. 6. The development should generally support existing plans, policies and programs designed to improve open space and other public amenities in the Tukwila Urban Center (e.g. projects adjacent to parks recognize and complement open spaces; open spaces are oriented with access to sunlight and are designed to promote security and visibility). (10.2.9). This development will support existing plans, policies and programs designed to improve open spaces by orientating existing and new buildings with access to sunlight and to not infringe on adjacent property owner's access to sunlight. The large expanse of space around the buildings will have great access to sunlight and view corridors. This project is not adjacent to a park and this park section is therefore not applicable to this project. Page 25 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650 - 692 -9911 fax 650- 692 -0181 Design Review Application �' eEniiant Car Rental Group, Inc. City of Tukwila 9/27/04 C. General Transportation Corridors: Goal 1.8: "A more attractive form of commercial development along major streets in the community, in which buildings and plantings are prominent and oriented to pedestrians, transit, and automobiles" (Goal 1.8). NOTE: Although the development is part of the SRO ownership, the proposed project is oriented to S. 160th Street and not International Boulevard South. In addition, the City's design policies have been written for a more conventional development consisting of principally building(s) with supportive facilities such as parking and other related facilities. In the proposed development, parking is the principal use with the building playing a supportive role for the primary use - parking. 1. The development provides through -b lock pedestrian connections (1.8.5). The project as proposed provides pedestrian connections from the existing buildings to Tukwila International Boulevard and S. 160 Street. Through block pedestrian connections will not be provided as this is a secured site. Additional pedestrian circulation from the public, other than Cendant's staff, may promote car or car part theft on this site and therefore will not be allowed. 2. Building facades provide pedestrian weather protection, see - through glass and distinctive rooflines. On minor facades adjacent to secondary streets or pedestrian paths, the development incorporates interesting and pedestrian - friendly features (1.8.7). See 2.a.1, 2; 2.d.3, 2.c.2, III.A.1, 2 and 3; and III.B.3. The site is entirely fenced and monitored for security reasons. It is not a "public site" in the sense that there would potentially be pedestrians crossing the project site to get to another building or use in the vicinity. The only users of the site are those who are Cendant's employees that have driven to the site. This is not a public site that allows pedestrians to transverse this site, as it is a secured site. Operationally, the Cendant employee arrives at the site and is directed where to park and is picked up (at their vehicle) by an available shuttle van and transported along with other employees to an off -site facility. 3. Within commercial areas, the development provides pedestrian pathways between sidewalks and building entrances, and between adjacent properties and buildings, thereby ensuring that parking lots are not barriers to pedestrians (8.1.2). See item f.1. 4. Parking areas include landscaped interior areas as well as perimeter landscape strips (8.1.4). The parking areas include both interior and perimeter landscaping. See landscape plan. Page 26 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650- 692 -0181 Design Review Application 'tz,cudant Car Rental Group, Inc. City of Tukwila 9/27/04 5. Mechanical equipment and trash /recycling areas are incorporated into the overall design and screened from view; roof designs conceal equipment; dumpsters are not located within front yards. All mechanical equipment will be screened by being enclosed in an equipment room or a rooftop enclosure. The above ground fuel tank will be partially screened by the car wash building. 6. Roof lines are prominent and contribute to the distinct character of the area (8.1.12). See response included in contained in item 8. The one -story buildings are centralized features of the proposed 15.1 acre (658,723 sq.ft.) development. These roof lines are similar and will contribute to the character of the neighborhood buildings. 7. Where appropriate, the development should provide or allow for future facilities /improvements that support transit use (1.8.8). The Cendant employees of the proposed use would arrive by vehicle. Arriving by transit is not 'consistent with the type of proposed use. It is, however, possible to arrive at the site via public transit. The nearest transit stop for route # 170 is located at the northeast corner of Old Military Road and S. 160th Street. The next nearest transit stop for routes # 171 and 194 is located at the northeast corner of International Boulevard South and S. 160th Street. 8. Building, parking and pedestrian facilities should be designed with compatible locations and configurations (e.g. locating parking in back or on the side of buildings, buildings pulled out to street) (1.8.2). Parking is the primary use of the site. The entry to the proposed facility has been placed away from existing residential development. Two of the existing buildings are located adjacent to one another (administrative office and maintenance buildings with canopy /breezeway) and placed near the middle of the site because of their operational needs. The third building (QTA) has been located again in the middle of th he site away from the existing residential use on the south side of S. 160 St. This building has been designed to allow for minor fueling and washing of rental cars. The layout of these buildings in the middle of the site is compatible with the neighborhood buildings. IV. ADDITIONAL INFORMATION A. Special Permission Application (Attachment B) No additional applications made with this package B. Responses to Tukwila International Boulevard Design Manual (Attachment C). Included in this attachment are our responses to the Design Criteria contained in the City's International Boulevard Design Manual. Page 27 Prepared by Blunk Demattei Associates 1555 Bayshore Hwy., #300, Burlingame, CA 94010 650- 692 -9911 fax 650 - 692 -0181 ST-038 38th Ave S (S 180th St. to S 182nd St.) $275,000 $500,000 Construct a new paved surface and storm drainage system for pedestrian and emergency access. D $ 75,000 /W R $ 200,000 C $500,000 ST - 120 Des Moines Memorial Signal Rebuild @ S 156th. St. $80,000 $200,000 8 Includes complete signal rebuild, sidewalk, curb and gutter returns at the intersection. D 80;000 C $200,000 ST - 056 Military Road S at S 200th St./I -5 SB Ramps 9 Widen 1 -5 south bound off ramp to provide for a left turn lane. Reconstruct west leg to provide left, thru and right turn lanes. Modify signal to facilitate lane changes. WSDOT Project No. and Priority MP -033 1 ST-819 2 ST -865 3 ST -042 4 MP -824 5 ST -078 Commute Trip Reduction Annual Element Provide for review, approval and monitoring of the CTR programs for major employers within the City including the implementation of the City's CTR program. 2005 City -wide Pedestrian Program Installation and repair of pedestrian improvements through out the City in the vicinity of the schools, parks, public assembly buildings and neighborhoods for the purpose of creating a safe pedestrian network. 2005 Annual Street Overlays Maintain and preserve the integrity of the City's existing roadway surfaces through a combination of repair to major pavement failures, crack sealing of existing pavements to extend their usable life and overlay pavements that are structurally declining. International Blvd. Phase IV (S 200th St. to S 216th St.) Widen to 6 lane urban arterial with curbs, gutters, sidewalks, medians, street lighting, storm drainage, channelization, signalization, paving, landscaping, consolidate driveways and underground utility lines. S 154th St. Relocation (24th Ave S to Des Moines Mem Dr) Relocate S. 154th St. to accommodate expansion of the runway clear zones. Improvements include curb gutter, pedestrian walkway, drainage and underground utilities. Military Road, (S 176th St. to S 186th St.) $7,500 $260,000 D $15,000 C $245,000 $420,000 $5,000,000 C $5,000,000 C $3,000,000 POS $450,000 $7,500 $1,000,000 C $1,000,000 C $6,000,000 POS $2,100,000 $7,500 C $2,000,000 POS $22,500 $30,000 7/13/04 Project Title and Description Exhibit A CITY OF SEATA 2005 - 2014 Transportation Improvement Program Reconstruct roadway to provide for drainage and pedestrian facilities. D $350,000 C $2,000,000 Improvements include curb, gutter, sidewalk, storm drainage, landscaping, street R/V11$100;000 RAN $100,000 lichtina channelizatlon . ravine and underaroundinn of utility lines. D - DESIGN S - STUDY RNV - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 2005 2006 2007 2008 -2010 2011 -2014 Page 1 of 9 MP Westside Trail (S 188th St to North SeaTac Park) 10 Construct pedestrian / bicycle path along Des Moines Memorial Dr S. D $300,000 POS C $1,200,000 POS ST - 121 International Blvd (S 152nd St to S 154th St) $100,000 Project No. and Pri ority 11 7/13/04 Pro ject Title and Description In conjunction with Sound Transit station area improvements, preliminary design for utility undergrounding. Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program 2005 D $100,000 2006 2007 D - DESIGN RAN - RIGHT OF WAY S - STUDY 2008 -2010 C - CONSTRUCTION RES. 04 -011 2011 -2014 MP -841 12 MP-842 13 ST -820 14 ST -866 15 ST -015 16 ST -122 17 S. 160th St Return to Terminal Loop Road A new two-lane return to terminal loop ramp near S. 160th St. to serve as the primary return- to-terminal route for all Airport users. Access to the facility will be via the North Airport Expressway. S.160th St. to North Airport Expressway (Rental Car Facility Access Ramp) A new one -lane ramp from S. 160th St northbound to the North Airport Expressway to provide access for rental car customers to SR 518 from the future Rental Car Facility. 2006 City -wide Pedestrian Program Installation and repair of pedestrian improvements through out the City in the vicinity of the schools, parks, public assembly buildings and neighborhoods for the purpose of creating a safe pedestrian network. 2006 Annual Street Overlays Maintain and preserve the integrity of the City's existing roadway surfaces through a combination of repair to major pavement failures, crack sealing of existing pavements to extend their usable life and overlay pavements that are structurally declining. 34th Ave S IS 160th St. to S 176th St) Reconstruct roadway install drainage, curb, gutter and sidewalks. Install traffic calming measures. Underground utility lines. Military Road S (S. 160th St. to S. 179th S.) Route study to define use of Military Road and recommend alternatives for improvements. D $2,000,000 C $4,000,000 POS D $TBD POS C $12,500,000 POS D $TBD POS $260,000 D $15,000 C $245,000 $420,000 $500,000 : D $500,000 $200,000 S $200,000 C $8,100,000 POS C $TBD POS $3,268,100 C $3,268,100 $200,000 S $200,000 C $TBD POS Page 2 of 9 19 In the event that a viable PRT system becomes available, the project may consist of constructing several miles of elevated trackway and stations connecting transportation hubs in the region. $726,200 $490,000 ST -079 S. 144th St (24th Ave S. to Military Rd S.) $350,000 $1,290,900 $1,290,900 20 Reconstruct roadway to provide for drainage and pedestrian facilities. Improvements include curb, gutter,' sidewalk, storm drainage, landscaping, street lighting, chennelization, paving and undergrounding of utility lines. D $350,000 C $1,290,900 . C $1,290,000 $3,000,000 MP - 035 Des Moines Creek Path ( Des Moines Marina to S 200th St) 21 Construct second phase of an 8,400 L.F. bicycle and pedestrian trail with amenities from Des Moines Marina to Midway Sewer Treatment Plant parallel to Des Moines Creek. D & C $558,000 DES MOINES ST - 114 Main Street and City Center Streets $2,422,500 $2,800,000 $8,400,000 $11,200,000 22 Purchase property rights and construct street system for city center. Streets to consist of two twelve foot lanes, two eight foot sidewalks, storm drainage, landscaping, street lighting and utility undergrounding. ST - 824 2007 City -wide Pedestrian Program $310,000 ST -867 2007 Annual Street Overlays $726,200 $490,000 24 Maintain and preserve the integrity of the City's existing roadway surfaces through a combination of repair to major pavement failures, crack sealing of existing pavements to extend their usable life and overlay pavements that are structurally declining. D $150,000 C $578,200 ST - 115 City Center Pedestrian Corridors $775,250 $2,000,000 $3,000,000 25 Purchase property rights and construct pedestrian corridors for the city center. Pathways to consist of twelve foot pavement, storm drainage, landscaping, and lighting. ST - 092 S. 192nd St (33rd Ave S. to 37th Ave S.) & 37th Ave S. (S. 188th St to S. 192nd St.) $726,200 18 In conjunction with development of City property, install Curb Gutter and Sidewalk on the north side, a shoulder walkway on the south side of S.192nd. Install Curb Gutter and Sidewalk on the west side of 37th Ave. Install traffic calming measures. D $150,000 C $578,200 Project No. and Prio rity MP - 025 l Automated People Mover System Pro tect Title and Description Installation and repair of pedestrian improvements through out the City in the vicinity 23 of the schools, parks, public assembly buildings and neighborhoods for the purpose of creating a safe pedestrian network. 7/13/04 Exhibit A CITY OF SEATAC 2005 - 2014 Transportation improvement Program 2005 2007 Privately 1 financed D $20,000 C $290,000 D - DESIGN S - STUDY R/W - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 Page 3 of 9 ST -825 ST - 826 ST - 827 City - wide Pedestrian Program $930,000 26 Installation and repair of pedestrian improvements through out the City in the vicinity of the schools, parks, public assembly buildings and neighborhoods for the purpose of creating a safe pedestrian network. ST -868 ST -869 ST -880 Annual Street Overlays $1,477,000 27 Maintain and preserve the integrity of the City's existing roadway surfaces through a combination of repair to major pavement failures, crack sealing of existing pavements to extend their usable life and overlay pavements that are structurally declining. MP - 043 SR 509 Extension (Des Moines Memorial Dr. S to 1 28 Construct new 6 lane full access control freeway to connect existing SR 509 freeway terminus with 1 -5. $450,000,000 WSDOT $450,000,000 WSDOT MP - 013 South Access (Airport Drives to SR 509 Extension) 29 Construct new arterial or limited access roadway to connect the south end of the Airport to the new SR 509 extension. $32,500,000 TBD $32,500,000 TBD ST - 044 S 195th Street (International Blvd. to 28th/24th St.) $1,734,100 30 Construct a new three lane roadway to provide an additional access point to the Aviation Business Center. D $300,000 RMI $450,000 C 5984.100 ST - 065 Des Moines Memorial Dr. at S 200th St $494,400 31 Widen to provide left turn lanes on all legs. Widen to provide for right turn lane on east leg D $75,000 C $419,400 . ST - 041 S 170th St. (Military Road S to 51st Ave S) $2,487,400 32 Reconstruct roadway to 36 feet to provide for drainage and pedestrian facilities. Improvements could include curb, gutter, sidewalk, storm drainage, landscaping, street lighting, channelization, paving, signalization and undergrounding of utility lines. D $400,000 C $2,078,400 Project No. and Prio 7/13/04 Pro tect Title and Description Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program 2005 2006 2007 D - DESIGN S. STUDY 2008-2010 RIW - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 2011 -2014 Page 4 of 9 40 Reconstruct pavement and widen roadway. Sound Transit to construct curb gutter and sidewalk. ST $ 135,152 ST - 128 32nd Ave S. ( S. 152nd St. to S. 154th St.) $713,700 41 Reconstruct pavement and widen roadway. Sound Transit to construct curb gutter and sidewalk. ST $ 418.972 ST - 129 Pedestrian Drop Off (S. 154th) 42 Construct a Pull Out area adjacent to street to discharge transit passengers ST $250.000 Project No. and Priority ST -127 30th Pl. S (S. 152nd St to S. 154th St) 7/13/04 Project Title and Description Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program 2005 2006 2007 D - DESIGN S - STUDY 2008-2010 $311,100 RAN- RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 ST-084 ST-063 34 ST-067 35 ST -123 36 ST -124 37 ST -125 36 ST -126 39 40th Ave S. (S. 176th St. to S. 166th St.) Reconstruct roadway to 36 feet to provide for drainage and pedestrian facilities. -. Improvements could include curb, gutter, sidewalk, storm drainage, landscaping, street lighting, channelization, paving, signalization and undergrounding of utility Des Moines Memorial Dr. at SR 518 Ramps Install signalization at west bound off ramp. S 216th Street at 24th Ave S Widen and install channeliization and signalization improvements to provide for left turn movements. S 154th St (Intl Blvd. To 30th Ave S.) Reconstruct pavement and widen roadway, construct curb gutter and sidewalk International Blvd. (S.152nd St. to S. 154th St.) Construct curb gutter and sidewalk and underground utilities. Military Rd (S. 150th St to International Blvd.) Reconstruct pavement and widen roadway. Sound Transit to construct curb gutter and sidewalk. S. 152nd St. (Intl Blvd to 30th Ave S.) Reconstruct pavement and widen roadway. Sound Transit to construct curb gutter and sidewalk. $2,993,400 D $500,000 C $2,493,400 WSDOT $171,900 DES MOINES $365,600 ST $ 827.990 ST $ 71.398 $732,540 ST $ 307,597 $1,033,100 ST $ 574,481 2011 -2014 Page 5 of 9 ST824 ST825 ST826 ST827 City - wide Pedestrian Program $1,600,000 43 Installation and repair of pedestrian improvements throughout the City in the vicinity of the schools, parks, public assembly buildings and neighborhoods for the purpose of creating a safe pedestrian network. • ST - 881 ST - 882 ST -883 ST -884 Annual Street Overlays , ' $2,559,000 44 Maintain and preserve the integrity of the City's existing roadway surfaces through a combination of repair to major pavement failures, crack sealing of existing pavements to extend their usable life and overlay pavements that are structurally dedining. ST - 018 Military Road S (S 188th St. to 1-5 south of S 200th St) $5,858,200 46 Reconstruct roadway to provide drainage and pedestrian facilities along the roadway. D $600,000 C $5.258.200 ST - 112 Military Road S (S 200th St. to S 208th St.) $4,419,100 46 Reconstruct and widen to provide for drainage, bicycle lanes and pedestrian facilities. Provide for left turn lanes as needed. D $500,000 C $3.919,100 ST -069 S 208th Street (International Blvd. to 28th124th St.) $1,116,500 47 Widen roadway to three to five lanes depending on the existing and proposed level of development in the Aviation Business Center. D $200,000 C $916.500 ST - 080 S 188th St. (Tunnel to SR 509) $2,605,200 48 Reconstruct pavement and widen roadway to provide for turning movements, signalization, drainage, bicycle and pedestrian facilities. D $350,000 C $2255.200 ST Military Road S (S 208th St. to S 216th St) $3,177,800 49 Reconstruct and wide roadway to provide for drainage and pedestrian facilities on both sides of the roadway. D $300,000 C $2.877.800 Project No. and Prio rity 7/13/04 Pro ject Title and Descri p tion Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program 2006 D - DESIGN S - STUDY R/W - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 Page 6 of 9 56 Reconstruct and widen to provide for drainage, bicycle lanes and pedestrian facilities. Provide for left turn lanes at S 128th St.,, S 133rd St. , S144th St. and at the entrance to the Riverton Hospital. D $1,400,000 C $10,850,900 ST - 049 Des Moines Memorial Dr. (S 156th St. to SeaTac City Limits) $5,135,300 57 Reconstruct and widen roadway to 36 feet to provide for drainage, bicycle and pedestrian facilities. D $600,000 C $4,535.300 ST -031. Military Rd (South City Limits to S 216th St) $8,853,900 co Reconstruct and widen roadway to provide for drainage and pedestrian facilities on D $1,000,000 both sides of the roadway. C $7,853.900 Project No. and Priority ST - 022 Military Rd S (S 128th St. to International Blvd.) 7/13/04 Project Title and Description Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program S - STUDY 2005 2006 2007 2008 -2010 D - DESIGN R!W - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 2011 -2014 ST-028 ST-024 51 ST -072 52 ST -029 53 ST -052 54 ST -051 55 Des Moines Memorial Dr. (S 128th St. to S 136th St.) Reconstruct and widen roadway to 36 ft. to include storm drainage, curb, gutter, bicycle lanes, landscaping, street lighting, channelization, signal modification, paving and modification of overhead utility lines. S 142nd/144th St. (Des Moines Memorial. Dr. to 24th Ave S) Reconstruct and widen roadway to 36 feet to provide for drainage, bicycle lanes and pedestrian facilities along the roadway. Des Moines Memorial Dr. (S 136th St. to SR 518) Reconstruct and widen roadway to 36 ft. to include storm drainage, landscaping; bicycle lanes, street lighting, channelization, signal modification, paving and modify the overhead utility lines. ; Install curb, gutter and sidewalk (one side). Des Moines Memorial Dr. (SR 518 to S 156th St.) Reconstruct and widen roadway to 36 ft. to include storm drainage, bicycle lanes, landscaping, street lighting, channelization, signal modification, paving and modify the overhead utility lines. Install curb, gutter and sidewalks (one side). Des Moines Memorial Dr. (S 208th St. to S 216th St.) Reconstruct and widen roadway to 36 feet to include storm drainage, bicycle lanes, landscaping, street lighting, channelization, paving, modification to overhead utility lines, curb, gutter and sidewalks (one side). Des Moines Memorial Dr. (S 194th St. to S 208th St.) Reconstruct and widen roadway to 36 feet to provide for drainage, bicycle and pedestrian facilities. $4,175,600 D : $333,800 R/W $841,800 C $3,000,000 $5,186,300 D $550,000 C $4.636.300 $6,256,000 D $700,000 C $5,556,000 $4,352,400 D $ 500,000 C $3,852,400 $5,895,800 $5,180,200 D $650,000 C $4,530,200 $12,250,900 Page 7 of 9 ST - 048 S 154th St (24th Ave S to SR 518 Offramp) 59 Reconstruct and widen roadway to 28-36 feet to include storm drainage, bicycle lanes, landscaping, street lighting, channelization, paving, undergrounding of utHity lines, curbs, gutters and sidewalks. WSDOT D $300,000 C $1.200.000 $1,200,000 ST - 130 S 154th St. (SR 518 Offramp to 30th Ave S) 60 Reconstruct and widen roadway to 28-36 feet to include storm drainage, bicycle lanes, landscaping, street lighting, channelization, paving, undergrounding of utility lines, curbs, gutters and sidewalks. D $250,000 C $950,000 ST - 033 International Blvd. at SR 518 61 Construct a full interchange International Blvd. to SR 518. Modify International Blvd. overcrossing of SR 518 to provide for three south bound and two north bound lanes. WSDOT $60,000,000 ST -095 24th Ave S. @ SR518 Interchange 62 Construct a full interchange at SR 518 and 24th Ave S. WSDOT $15,000,000 ST - 050 Des Moines Memorial Dr. (SeaTac City Limit to Normandy Park Rd) 63 Reconstruct and widen roadway to 36 feet to provide for drainage, bicycle and pedestrian facilities. BURIEN $1.103.000 ST - 131 28th /24th Ave S Arterial (S 202nd St. to S 208th St.) Phase 2 . $15,938,700 64 Construct a four to five lane arterial including bicycle lanes, curb, gutter, sidewalk, storm drainage, street lighting, signalization, channelization, landscaping, utilities, undergrounding of utility lines and paving. ° D $2,000,000 C $13,938,700 ST - 004 ST - 077 S 200th St. (International Blvd. to SR509 and SR 509 to Des Moines Mem Dr.) $4,452,900 65 Widen to a three to five lane urban arterial with curb, gutter, sidewalk, bicycle lanes, associated intersection improvements, consolidation of driveways and possible undergrounding of overhead utility improvements.. D $452,900 C $4,000,000 ST - 132 S 208th St (International Blvd to SR 509 & SR 509 to 34th Ave S 66 In conjunction with the extension of SR 509, terminate roadway either side of SR 509. Widen roadway to 36 feet and construct sidewalks both sides on eastern portion and west cul-de -sac. $1,000,000 WSDOT ST - 133 34th Ave S (S 204th St to S 211th St) 67 Construct new 36 foot wide roadway with sidewalk on one side in conjunction with SR509 extension. $4,500,000 WSDOT Project No. and Prio rity 7/13/04 Protect Title and Description Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program 2006 D - DESIGN S - STUDY R/W - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 Page 8 of 9 ST - 134 S 204th St (32nd Ave S to 34th Ave S) D $200,000 C $1,300.000 68 Widen roadway to 36 feet. Construct sidewalks on both sides. $650,000 WSDOT ST - 135 S 204th St (International Blvd to 32nd Ave 5) WSDOT 31,000,000 69 Widen roadway to 36 feet Construct sidewalks on both sides. $8,686,200 $9,141,750 $24,620,140 $116,943,800 D $150,000 C $850,000 70 Install sidewalks and neighborhood traffic calming measures. D $200,000 C $1,300.000 ST 027 1-5 Interchange at S. 200th St./Military Road S. 72 Possible removal of on/off south bound ramps after the completion of SR -509/S Access Expressway. WSDOT TOTAL $6,592,500 $8,686,200 $9,141,750 $24,620,140 $116,943,800 Project No. and Prio rity ST - 136 32nd Ave S (S 200th St to 5 204th St CITY POS TIB WSDOT ST TBD 7/13/04 Project Title and Description CITY OF SEATAC PORT OF SEATTLE TRANSPORTATION IMPROVEMENT BOARD WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SOUND TRANSIT TO BE DETERMINED Exhibit A CITY OF SEATAC 2005 - 2014 Transportation Improvement Program 2005 2006 0 D - DESIGN S - STUDY 00 RAN - RIGHT OF WAY C - CONSTRUCTION RES. 04 -011 $1,500,000 Page 9 of 9 HISTORICAL INFORMATION ON LEWIS AND CLARK MURALS LEWIS AND CLARK THEATER/BOWL 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA WASHINGTON Prepared for Sterling Real Estate Organization (SRO) Prepared by Leonard Garfield Executive Director Museum of History and Industry, (MOHAI) Seattle Washington April 2005 AUTHOR BR) Leonard Garfield is the Executive Director of the Museum of History & Industry in Seattle, where he is responsible for maintaining a collection of over 100,000 rare artifacts, 2 million vintage photographs, an extensive archive and library, and a program of permanent and rotating exhibits all related to the history of King County and the Northwest. Before joining the museum, Garfield served as Manager of the King County Office of Cultural Resources from 1993 -1999, managing the programs of the King County Landmarks & Heritage Commission and the King County Arts Commission. From 1985 -1993, Garfield served as I Iistoric Preservation Coordinator for Washington State, where he administered the National Register of Historic Places Program in Washington as well as the Washington State Arts Stabilization program. He previously worked for the State Historical Society of Wisconsin from 1978 to 1985, where he served as the state preservation historian. Garfield teaches historic preservation planning in the College of Architecture and Urban Design at the University of Washington. 1 le is the co- author of Built in Washington, an architectural history of the state published by Washington State University Press. Historical Information Summary Lewis and Clark Mural Lewis and Clark Theatre and Bowl Tukwila, Washington ` Completed 1957 Designed and executed by Klee Wyk Studio, Nisqually, WA; Del McBride, principal designer Commissioned by Fred Danz, Sterling Recreation Organization, Bellevue, WA Content: Large -scale narrative representation of Lewis and Clark journey across North America to the Pacific, painted directly on to the bowling alley walls. Background and Context: The Klee Wyk Studio and Gallery was an influential but short -lived artist collaborative located about 50 miles south of Seattle in Nisqually, Washington. Founded by Del McBride (1920- 1998), the studio fostered an appreciation of Native American design traditions within contemporary architecture. McBride himself drew inspiration from his own ancestry — including Quinault and Cowlitz tribal leaders, I ludson Bay Company employees and American pioneer settlers. Together with partners Albert (Bud) McBride (his brother), Oliver Tiedeman (his cousin), and Richard Schneider, McBride's studio specialized in ceramic tile murals, mosaics, pottery, rugs, fabrics, graphic design, jewelry and building elements, most featuring stylized Northwest Native imagery. McBride grew up surrounded with stories of early life in Western Washington. Even as a teenager, McBride recorded the oral history of his grandmother's life on the Nisqually reservation, and kept detailed notebooks recounting the stories and memories of other family elders. As a young man, McBride left the state briefly to attend the Art Center in Los Angeles in 1940, but returned home on the eve of World War 11 to combine his love of design with his fascination for history. He participated in the National Youth Administration program, where he worked closely with renowned UW anthropologist Erma Gunther, an early authority on the design traditions of coastal Indians McBride opened the Klee Wyk Studio and Gallery on May 16, 1953 with the specific purpose of integrating Native design and contemporary craft. (The name, which means "laughing bear," was selected in honor of a collection of sketches, also called "Klee Wyk," by distinguished Canadian artist Emily Carr.) Located in rural Nisqually, the collaborative included McBride, who served as lead designer; Bud McBride, who built the studio, operated the printing press, and produced ceramics; Tiedeman, who painted and handled the business operations; and later, Schneider, who focused on ceramics. The studio was successful from the start, and designers and architects from Seattle and Tacoma frequently visited Nisqually. The studio received numerous commissions, particularly for decorative tile work (often hand - painted, then glazed and fired). and their commissions included decorative work for apartment buildings, offices, and private homes. Perhaps the best known of their commissions were the murals for West Seattle High School depicting Northwest Indian culture. In addition to the commissioned work, Klee Wyk showcased authentic Indian art, and Del himself lectured widely on the subject. For ten years, the studio was a leading factor in promoting post -War interest and appreciation of Native design, and Klee Wyk played a significant role in introducing the subject to a wider audience. But in 1963, facing financial challenges and the construction of Interstate 5 through the studio property, the collaborative disbanded. Del McBride continued his interest in Native subjects as a curator at the Washington State Capitol Museum in Olympia, where he served until shortly before his death in 1998. Description of the Lewis and Clark Mural: Together with the mural at West Seattle High School, the Lewis and Clark Mural is considered to be the most significant work of the Klee Wyk collaborative— and one of its most unusual. Measuring 180 feet wide, 12 feet tall, and spanning 32 bowling lanes, the mural tells the story of the journey of I.cwis and Clark and the Corps of Discovery as they headed west across North America to the Pacific, highlighting the significant episodes and heroic aspects of the journey. The mural is painted directly onto the walls and is therefore an integral part of the structure. According to surviving members of the collaborative, Klee Wyk was approached directly by Fred Danz, owner of the Sterling Recreation Organization, who had built a major new suburban movie theatre and bowling alley on Highway 99 in the Tukwila community south of Seattle. Danz was the son of John Danz, a Russian immigrant who came to Seattle in 1901 and soon established a theatre chain throughout the Northwest. In the suburban boom that followed World War II, Danz pioneered new theatres in the growing communities surrounding Seattle. Beginning with the Northgate Theatre in the nation's first modern shopping center, Danz soon built such landmarks as the John Danz Theatre in Bellevue and, in 1956, the Lewis and Clark Theatre and Bowl in Tukwila. The theatre featured a very large single screen auditorium (the first film shown was "War and Peace "), with over 2,000 seats in the auditorium and a 60- foot -wide screen. The main auditorium also featured murals of Lewis, Clark and Native Americans filling the side walls. But the most notable innovation of the facility was the construction of an adjacent bowling alley, with 36 lanes, which, combined with the theatre, created a family entertainment complex long before such "complexes" were common. To enliven the bowling alley, Danz sought decoration that would relate to the Lewis and Clark theme. And in McBride he found a responsive artist. Del went to work immediately, exhaustively researching the Lewis and Clark story in order to develop his theme and insure accuracy. The result was an entirely original depiction of the journey, highlighting major episodes along the route. When the design was complete, McBride submitted a watercolor sketch to Danz fbr approval. The significance of the commission was obvious to the Klee Wyk artists — not just because of the scale of the work but because the work would require painting directly on to plaster (the only commission of its kind in the studio's history). The unique character of the commission required new techniques for Klee Wyk. Del's watercolor sketches were projected onto the wall, which was covered with butcher paper. Cartoons were made from these enlarged projections, capturing the main scenes and figures of the mural. Bud worked on these cartoon enlargements, while Del and Richard did the actual painting and completed the backgrounds. Richard also served another role — he modeled for the characters, variously wearing buckskin or carrying a rifle so that Del could get the scene just right. The execution of the murals had another unique element. Because Danz had already opened his bowling alley, work on the murals could only be completed while the alley was closed for the evening. According to the surviving artists, the team would begin work at about 1 o'clock in the morning. and work until dawn, painting from ladders to reach the higher elevations, and all the while wearing bowling shoes to protect the lanes. The job took several months to complete. When finished, the Lewis and Clark mural was a major achievement for Klee Wyk and a major attraction for Danz. The studio members recall Mr. Danz proudly commenting that it was the best money he ever spent on decoration. The mural remained well preserved through the rest of the century until the closure of the bowling alley in the 1990s. The Lewis and Clark mural is truly a site - specific artwork. designed for an unusual setting with unique dimensions. SRO, the property owner, has conscientiously sought to find an alternative venue for the work. However, because the murals are painted directly onto the wall surfaces, and because of their imposing scale, no museum in the state has the capacity to either display or store the artwork. As a result, the owner has made a photographic record of this unique artwork, providing documentary evidence that will survive even as the site transitions to new uses in the new century. "_FFXb'k�..tr �, y �€ piRRIVTIM` e $$yy x • Fi 'F5gip ifri € §[ F,1111100011 fiffif'11!' $ - iippra i �f ii�f� !f lai r: t o 1 ° # } � Ili - 50°7` qi p mi F. Cai' s p � ; . ' : n " iiii i r vgrrlorr-t• • ti 11 f R9YR8,°.�� p..w► -infilliiiiii a i ° T ` ,p,$x6 ill iii ;' e „ MM ° ° nY i¢ "� 3• . f;ffi_li$ t iit 1111 # r noo,.11• ` 04h �ifi �Fii f iii R:: if ` :pny Rp QQ - Apwl _' Ar g �'F�` pA lif 4411I � ! -!! LSt f ��; if fit, ' ���� ilIfi is PITO fi g � ligr A Al S flog t' � f g P An +� �7p �g n ' Rr n,�iR 33l / iii ;1 . iii 8 t g n M iffiff 9�. qe !Milan •nrr � � il l + �F n `-��R9 Its If � 7 ° °. ° r M R ° p2 rp 1 pr dm ° �PnRQ. l _ 1 ai f ° [�' €_ l ° n ��' ° A 33 ! Baia gm= _ $ 1 i ,. g fort � ff " : #g- i3 li F , p � f � ��• i r viii h �� I I •c s )E�P'R�4��32R,���y�n� Iiiiii ` rvorr m � f° ��� r Aft > ��o,�n ii ; 1, llifitfII 13 Y ° tprm +� + �� � ' a_ f � -� !_ �g < S co ..w,C ooca,,E EE9EN MOO W Am SW E. 01% M, MOO KO) b1 - .11 .10k 1011 E. LMIDI (1muNOo S.VO9 N1 ION) ' £106.26 4.,11 COICAM 50) - — i M Om 0,71E. 500 1500 Ma IC .. M 50o0h1lls �m� 45s -on ONE LANCAS u1 OWNER I COWAN GE 4lrtM Op /. NG PAL F 512707. 1137 0•06 150 M. sirs R 70151 MM EA S 11E111VOMIM PROJEC TENANT ® I I ® ® 1 lit l f O $ riIli: Y } I , I i i © a ® 1 f GLOM 1AIMO wa%CAIE wEMtECI (E01 642i100 =Mk. ' sCS01 -13m (5101 511 -5771 Milk NOM EO7CM va T!HI i if F 11111111 s I !I IRAL LEGEND ow 8 aAY ,. • � § F k bb�Ski "CKC 99 R C � P i P I 2 f t i II71 r # I a „. eisp=1 PROJECT DATA mar OM DEFERRED SUBMITTALS I zze..snz '� I II t;° i ' I I PERMITS REQUIRED - -� -- P. 3 $ n a � ; a il Al i r $ Mg SHEET INDEX VICTITY MAP r-- Afel rift � r A0.1 SW I IN I DAM � BEPA �tl DRB APPIXA1 11 Ax CENDANT CAR RENTAL GROUP, NC. IMO TICWLA MEANAT OVAL SOLLEVAiC TKWLA WASHICTON 08188 A I R 1 TITLE SHEET w 1c A1141111 A1.1 sat I OF • wrt Yt27/04 BEPA rid DIrO APPL A1U I CENDANT CAR RENTAL GROUP, INC. 15820 TUCWLA MHWATDNAL BOULEVARD TIKWLA, WARW.OTON 88188 i! SITE PLAN raa_o• ".f:Ci "1 fE9 MR Oa!: 1NY Bot A2.1 PC? . Or • wrt 0/27/04 EPA rd ORB APPLICATION kir CENDANT CAR RENTAL GROUP, NC. 15820 TUCWLA MERNAIVNAL BOULEVARD 1U(WLA, WABIU1GTON 08188 I kris a g MAINTENANCE AND ADMINISTRATION BLDGS OVERALL FLOOR PLAN we - T-o• �. . ;t p, wa 1 r ii fit MAINTENANCE BUILDING PARTIAL FLOOR PLAN A S r a r.aa. I at a (0 -012.10 a) - MET LS O N •I - EE 2.01 .aTM. AUGN a) MIME Mawr . OYSTO . WA . a) a• -Maw n• -W0 SOS a) SS L -Maw T•T -WATTS S S 1111 • •• aM •w. - A SMa:NOI. �J OILU )K DEMATTEI A080CIATE8 ARCIUTECTB AN Ma 2 WAre 0/27/04 as no In 20467.01 A2.1A •4T • 6 • nOM 21 ) MO ~ow. 1 Oa oaeo .4701 WM: A sk LIE B ALE 0 0 1 11111W — r 7 AMA 1 =El MI= • TTXT T MO as-,. MOM 0001 MOE (TM MAI IV 9 .1 rirrirtfTr,,r1 I BYE. It1 5;1 to r go evarou. COMM 011 (1) MOO V MI IRINICWIJ • I : tM I -.017 N UN IfsfwU IPIIM.411M1 ;u 1.11 k . iv-, • il it umb■311k12:11 0 MINIUM will. a N OMAN O K TOM XI MOO CO NOV WM n" CO DIUMM1011 Ilar MOON MO MAINTENANCE BUILDING PARTIAL FLOOR PLAN B SEE AMA FOR BALANCE F BUIUtINO 1. MIN) Okil !Z-'1. MAM .• MVT...C.TPT • ="" : I MATCH : : : I ‘ C f .... .....■....' - ..... ..........: .. .. .... ........ BEE Al FOR ADIAPSiTRATIOIj 11110110 ..... r, MATCH C Al2.1 k wor B ALS I r -- ------- &war N -J MOD Of/ MOP rriT -- ;17 1 emma■ a 7! IN RAMO MOM s.oeco MATCH' o lldE AIN I A AMA • I - MOM 031 00 CO N MOM F.O. - . 1 IMO (E) SCI 00 mac .00n Accusnex (0 am-mm V1M-MIM 'OIL (X) MINX -.OUR TIM-RAIID IOU. = (.) au SLL - RI SIIIOCXXM. III S LUNK OF-MATTED ASSOCIATES ARCHITECTS AIA moo 111. TOM TOMTIT. im ▪ MX MO MO-OM CAR 0127/04 a 2046701 A2.113 O W II Or MAY CL_ MP tM WOO MAYA IM n.w so MAINTENANCE BUILDNG - EAST ELEVATION 06.60110.6 66f faun MA•TENANCE BUILDING - SOUTH ELEVATION rem - n .11: MAINTENANCE BUILDING - NORTH ELEVATION (AT PLAZA) —2 ? WI r 0) °11 di NM Pr 1 Illgaroitiout IR N 11666M1.14.lr1- 1 t Al eats r xw u••••• nACe,•"• %W. m OWL . Mns we SAWF M►. a AV. FINISH NOTES O ,z.....YAa•. -... - 9 .71000.V :iYr © „0--at—' 0 • rr.0 -rar 0 IINSUMIT WW1 0 OWN IN 0 N 13. 8 ".Ca...v. -ra. ® mom .a. - M.r O .t •••• -.... ®0 Vgev. 0 03 mine m Ica ear rN `1 O NFO •r•. -r... ® Al a.•• or "..o O .a• • IQ RIM cow - L NIL 2== ••• 0 C. .." • O • N..- ar. mum �a We WOO MOM 1 6 1 O • Wr anal:: • 1i IAN er naatm. VS. TAT ✓ * n » T-0' LJ SLUNK OEMATTO ASSOCIATES AMGUTEOTS AIA INVAIXONI .00 ® 1114.01104 d WPM 0 Z DATE WZ7/04 OAR 0 co cr 6 a N} 20457.01 A3.1 1um xxxw� IS U7UIu MMUS NE IMMIMMIMUMIMMIIIMmu � LJ SLUNK DEMATTEI ASSOCIATES ARCHITECTS AM .n MVO.= NW" .a00 T. ISSN ••••••n /AY 61•111 .031■01111 IT Tygli 2 6t DATE Y/27/o4 DATE a ln. 204671 A3.2 IKET I OF • Oa pew MO rsie•es ADMINISTRATION BUILDING FLOOR PLAN ••p•wAe rwTes y ��� ?+ � 0 .1 .1 I , SEE A2.1 FOR MAMBMNCE Ma.Ds M •Tws:MSs NV ••K• r A� RAMIS LEGEND ras aAn w M) saT LT a - ••n r.•/•c Auw (Co NALL M) coum Mo• T Acw !CM •p1 ac-na• 14 -•.Tm NALL ME-WM MU. MATCH lllE C Al22 — s A21 aa® Os) LO T. L - see sm cnw.. • • sa LJ SLUNK OF-MATTE) ASSOCIATES ARCHITECTS MA {Y IDAHO= 1IW1.1110 . µ Aw wy • YO Nn-OM "{NIP NAT! DAR AO •o. m Al2.1 MIT • Or 1 0 '. I ADMINISTRATION BUILDING - NORTH ELEVATION iN .1 TRATION BULDING - EAST ELEVATION O ADMINISTRATION BUILDING - SOUTH ELEVATION (AT PLAZA) 80101070 0000 2769I1 NOTES 0 w,..y..o.' 01A1 • ps Nmoo.O oou Ns war. .0 -soon ® Nwls saw -wow o 10 owe wows ru - ran Nru -1.. 7r -- ® awV Na• Naww ® mrmoor-asoos• V 1 14. 7n 070 7 1071.(00! ',14 10 1011u101 10.0 ® jr rr. ® w.w amp -sow 15 ® w1oo r9��.i�s.r ® oou ® o a0.N0 Now ® Nsa +main 17 O ww.4 w°w O luta + loess 00 maws osos • mwoor w Ora vi. 100 1 N S . V 6J SLUNK DEMATTEI ASSOCIATES ARCNfiECTS AIA 7<Y 0■•01I00• sNY• .00 n = NO-N11 NO7 Mlgl • 001.701 Fkalsri ELM 2 GR 0/17/04 GR z 11 g a 110. 10467.01 A13.1 — 11r1111111 sa Mil I IN man....swihm,lu Fick Mimi on o 1 WORSE Nib= Mt meg_ • . 0 '. I ADMINISTRATION BUILDING - NORTH ELEVATION iN .1 TRATION BULDING - EAST ELEVATION O ADMINISTRATION BUILDING - SOUTH ELEVATION (AT PLAZA) 80101070 0000 2769I1 NOTES 0 w,..y..o.' 01A1 • ps Nmoo.O oou Ns war. .0 -soon ® Nwls saw -wow o 10 owe wows ru - ran Nru -1.. 7r -- ® awV Na• Naww ® mrmoor-asoos• V 1 14. 7n 070 7 1071.(00! ',14 10 1011u101 10.0 ® jr rr. ® w.w amp -sow 15 ® w1oo r9��.i�s.r ® oou ® o a0.N0 Now ® Nsa +main 17 O ww.4 w°w O luta + loess 00 maws osos • mwoor w Ora vi. 100 1 N S . V 6J SLUNK DEMATTEI ASSOCIATES ARCNfiECTS AIA 7<Y 0■•01I00• sNY• .00 n = NO-N11 NO7 Mlgl • 001.701 Fkalsri ELM 2 GR 0/17/04 GR z 11 g a 110. 10467.01 A13.1 f Tj.i FLASH NOTES p I aG n- R. /.alar' n. - P9 .nA Awn Si © W mo Mo .rat - pm? N; ADMINISTRATION BUILDING - WEST ELEVATION 001 1 • 110 Gum moon a) Aorta coup /w1IA WIa 10 ® 03 Amon Pal - is? o au WAX - PAM 0) wane Aa.a¶MnalwrDM. a "CMS 0 r0 Artralh KIM O M CMG Wo•. Si - PS? • pazzamon 41: I won ® awn- Am. 0/ to • 00 .r,. CAP .1./0016 -.,,.I ® (Q .-IRAN OP lam) io.r m Ion. • Io MAA 01CM - AMI 'A VOW W Si-v ..G. - A m Mn KILL MAO aml - PS? Aryl ...W a W,a Mow ..+W .an Wait n+. at ® I. A ..Mr _n1* n.: ar ® Oq MONO STE Can? ® 01 500 IAA .au... I«aIpNMGC IRMO ® fL o V seam w fAia.G ® M] M aim 11[Irma a.m maAC' • IM1010 1110111111011 MOO 10 IC ODA A1100010 MAMMA1 fsa ma wawa Om. fawn cao a mill Nara= IN // 00 IIMIGIIMMAsAMIrA ® 0 N TO A 00 •aa.• PALM • • Iq Nr. rc BIUNt DEMAT•O ASSOCIATES ARCN7EOTS AN ass MMXICOM MN, MOO M.11010100.11 CA MOM - MX 01181 6011.101 w tEnlSrr 2 CAR W27/04 OAR � 0 <6 a .a 20467.01 A13.2 •C? • 6 • ;af, • FUEL TAM PVC •IVKLIII IITMOP•S 1r on DOWN) tryrJ • • Cs am Rom maw tem WWI' i I 1 H 1 ill I : H 1 HI I 1 1 H 1 ' , J claws BR MX LAW. ,1: OTA FACILITY FLOOR PLAN V DIA Mr) 0111•1•11 MIX NM page ITTO 1 6, PROMNPA•111119 WOO METAL CAW. NOM WINO o0o •A• Man '16 141.1-0. Ill SLUNK DF-PAATTEI ASSOCIATES AROFIFTF-CTS ASA ILAV•101/1• NWT OM MI Ill IMMO •••-•••• NM Mit MO •••■••• 1M •091014 MA U mut 0122/04 GA' ac• 2046701 A22.1 FUSH NOTES 0 .1.0 XXOWCOOKX 11.• - PAM O mow 03 CLAW Noun 14 101P0E0 0.4135. fa. / INT le as,. 00 ® 00 K.. NM. C. O 10 anom C. CC C. - MY, • mom (t) lam= Wm. sm. 00 ••••• Imam 00 mum •••• / T le %%RN (a) ® 00 Itn0011 - MIT O a3 t.JM no. - pow O 00 0e0•01 ® rara.---rarzg— C' NORTH ELEVATION 3: 0 00 OM ••••••• C. - •••• ./ um:. ® rjarzerm nom ./ 00 ® 00 WA c PL.0•10 - Pow ® 00 wows co Wow) WZCITIMIT DCA • SACS Oman - Pow M tT 010.1.-1.0. 000111 00 KW WY C Mot 1.4101 (MA 11,1 COTS! CO RAN • UNA SOUTH ELEVATION 9 11 11 0 0 Ii fir Oh 0 t9 1 10 • Porn MUM/ P.M min • Wane m.o. MOW CS • 00 mama am lam • is MNIX %CM 07.107 • pp KM CS MN= WM. •/ STM CO IMMO riellIAOy MOO • swan NO sycoerldem Owes IC CUM SMOINO 0•••■••• %UR INT OLADIC MM. MAC MOO • B WEST ELEVATION (4, EAST ELEVATION "6 Li 5 - 4 •: N, / N / ------ —,._ ® ® ' ■rr‘) ron() ® 0 11119 '\11 1 7tnT. U — 11 1 11 11 tt :3. 1 • .. ' ; . :9: NIL ..a .s C ) .!! ''F :10: 3 2. or. vr Or. f-0 i-i lailiKOBEEEISGESI T-17 El • • 10 61 SLUNK DEMATTE1 A19031:KIIATE8 AP101117F-0711 AlA 113X MWHOM NW" moo 1.1n. 1161•111 ONM•••• MX WO 010-0101 Ta WARN 0 11 PAVE 9/27/04 DATE Jos tan 2046701 A23.1 WET S Or It PLANT LEGEND Qty Symbol Rotanied /Common Name • jf Acer e. 'Queen Elizabeth' / HEDGE MAPLE Calocedrus decurrens / INCENSE CEDAR ! ;=: - I • e Note f• rees aong •. Stre t... Acer griseu 0 3" dia., Acer campestre 0' 4"-. dia. and Pinus cont 0 8' -0' hgt min. / ,21B1Qa Q Arbutus unedo 'Compacts' / STRAWBERRY TREE $ Coreopsis v. 'Moonbeam' / COREOPSIS C) Daphne b. 'Carol Mackie' / ROCK DAPHNE * Epimedium v. 'Sulphureum' / BISHOPS CAP Q Euonymus a. 'Compactus'/ WINGED EUONYMUS O Ilex e. 'Convexa' / JAPAN. HOLLY ® Myrieo califomica / PACIFIC WAX MYRTLE ' Miscanthus s. Yaku Jima / MAIDEN GRASS * Nandina d. 'Compacts / HEAVENLY BAMBOO ® Pieris japonica / LILY OF THE VALLEY SHRUB D Pinus m. 'Pumiilo' /, MUGHO PINE • Potentilla f. 'Moonlight' / CINQUEFOIL O Rhododendron 'Cipinense' / Rhododendron • Rhododendron 'Unique' / Rhododendron o Sarcococca humilis / LOW SARCOCOCCA O Viburnum tnus 'Spring Bouquet' / LAURUST1NUS it {c Trees Acer griseum / PAPERBARK MAPLE ercidiphyllum joponicum / KATSURA Pinus contorta contorta / SHORE PINE eudotsuga menziesii / DOUGLAS FIR Pyrus calleryana 'Trinity' / FLOWERING PEAR Coreopsis verticilato 'Moonbeam' / COREOPSIS Juniperus c. 'San Jose' / SAN JOSE JUNIPER Arctostophylos 'Massachusetts */ KINNICKINNICK EXISTING VEGETATION EXISTING TREES • Plant sizes are specified per the American Standard for Nursery Stock, Publication -May 2, 1986 spa -ored en oci.a - • o Existing .Tree (TYP.) ▪ mum iserow sum SHEET L1,3MA HLI Size/Remarks min.2' mil, high branched min. 2' dal., street tree form min. 6'- l" hgt 2 -1/2' Cat. / single trunk, street trb' form min. 6' -0' hgt min. 6' -0' hgt min. 2' ?al., high branched min. 301 hgt., upright I gal. min. min. 24 hgt, spr. 1 gal. 1, min. 24'A hgt, spr. min. 187 spr. /compact min. 30', hgt, upright 2 gal., tulr`. min. 24( hgt min. 3D gt min. 21" spr., non- sheared. min. 18' spr- /compact min. 15' ,'spr. /compact min. 21 spr. /compact min. 12': spr., horiz. form min., 24'1 hgt. /compact 1 gal. 0, 24' O.C. 1 gal. 0 24' tri. spacing 1 gal. 0. 24' O.C. Mahonia repens / CREEPING MAHONIA 1 gal. 0115' 0.C. Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 gal. 0 24' O.C. El Lawn / Sod Type I Landscape 119999 1999191 Existing Mature Buffer: Douglas Frs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. r'1 11111111 ®I 'L IZ _ J 1 F- i� i I -I I I I L1.1 PLANTMG NOTES • Planting soil for shmbs /groundeovers shoe be deemed as new topeol /compost cultivated into existing prepared subgrode. Trees shill be pit planted with prepared planting holes being a minimum twice as wide as the rootbdi and at least nine inches (91 deeper. • Sol Preporatlon: Cultivate shrub bed subgrade to a minknum depth of eight Indies (81 and dean /remove al rocks, roots, debris over two inches h diameter. Lay a two inch (2") depth of corepost/topsol over entire bed and ill again to a minimum depth of on inches (101 to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and till again. • kertlize all Instdled plants during backfll operations with 4-2 -2 Ago Transplanter and Aseifarn Plant Tablets as recommended by Manufacturer. • Substitutions or changes in materials and placement shall be made ably on the written change orders as agreed between Contractor, Landscape Architect and Owner. • t/ulch dl beds with a minknum 2 inch (2') depth of approved 'mulch', • Stake trees as directed by Landscape Architect. • The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any tine. This includes but is not limited to size and eondtian of rootbalis, root systems, insects, latent injuries and defects. Remove rejected materiel immediately from project site. • Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as such as conditlos permit within nonnd planting season. Al replacement plantings are then to be under reinstated guarantee period, as specified Identify these replacements and take whatever • necessary ts Warranty prevent shall senior demise of plant materlds. replacing and planting some size and Warranty: species of plant material shown an Drawings that is designated to be replaced by the Landscape Architect Except for !owl due to excessively severe dknatdogled conditions (20 year weather charts), installed plant matertds are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others At plants replaced shall be reinstated under plant guaranty conditions. GEMER6 NOTES: • Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for IocatIons of existing - underground utilities, eta, servicing or routed through the site. • Provide protection of dl property, persons, work In progress, structures, utlltles, walls, woks, curbs and paved surfaces from damages incurred arising fran this work The Contractor shall pay for any such damage at no additbnd cost to the Owner. • During construction, keep pavements, building dean. Protect site and adjacent properties Worn damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. • Staking and Layout: immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work • Verify installation conditions as satis factory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth /constructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect • AI new planting areas to be serviced by an automatic krlgatlon system. Z4'1#2;"4, 1 J� ��Jlf Iliu E mug 111111 /I' KEY MAP north 10 20 <D SCALE: I" 7 20' RECEIVE APR 0 7 20051 a��Nnr BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURUNGAME — CA — 94010 "TEL (650) e92 -9911 al a FAX (e50) 992 —oim • .111 m 54 V , A suit Conditions 3.29.05 Na PENSION DATE IT IS THE RESPONSIBILITY �1O�E F I EL CONTRACTOR ONdr+s BOO COMMP,RE THEM 'MTH THE CONSTRUCTION A�MRTIES BEFORE 0CRS. COBSSIO�NS OR ANY 0114ER INCONS5TENOES DISCOVERED SHAT`` mummify,' BE REPORTED TO DIE ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 JOB# L 1. SHEET OF PLANT LEGEND Qty Symbol Rotanied /Common Name • jf Acer e. 'Queen Elizabeth' / HEDGE MAPLE Calocedrus decurrens / INCENSE CEDAR ! ;=: - I • e Note f• rees aong •. Stre t... Acer griseu 0 3" dia., Acer campestre 0' 4"-. dia. and Pinus cont 0 8' -0' hgt min. / ,21B1Qa Q Arbutus unedo 'Compacts' / STRAWBERRY TREE $ Coreopsis v. 'Moonbeam' / COREOPSIS C) Daphne b. 'Carol Mackie' / ROCK DAPHNE * Epimedium v. 'Sulphureum' / BISHOPS CAP Q Euonymus a. 'Compactus'/ WINGED EUONYMUS O Ilex e. 'Convexa' / JAPAN. HOLLY ® Myrieo califomica / PACIFIC WAX MYRTLE ' Miscanthus s. Yaku Jima / MAIDEN GRASS * Nandina d. 'Compacts / HEAVENLY BAMBOO ® Pieris japonica / LILY OF THE VALLEY SHRUB D Pinus m. 'Pumiilo' /, MUGHO PINE • Potentilla f. 'Moonlight' / CINQUEFOIL O Rhododendron 'Cipinense' / Rhododendron • Rhododendron 'Unique' / Rhododendron o Sarcococca humilis / LOW SARCOCOCCA O Viburnum tnus 'Spring Bouquet' / LAURUST1NUS it {c Trees Acer griseum / PAPERBARK MAPLE ercidiphyllum joponicum / KATSURA Pinus contorta contorta / SHORE PINE eudotsuga menziesii / DOUGLAS FIR Pyrus calleryana 'Trinity' / FLOWERING PEAR Coreopsis verticilato 'Moonbeam' / COREOPSIS Juniperus c. 'San Jose' / SAN JOSE JUNIPER Arctostophylos 'Massachusetts */ KINNICKINNICK EXISTING VEGETATION EXISTING TREES • Plant sizes are specified per the American Standard for Nursery Stock, Publication -May 2, 1986 spa -ored en oci.a - • o Existing .Tree (TYP.) ▪ mum iserow sum SHEET L1,3MA HLI Size/Remarks min.2' mil, high branched min. 2' dal., street tree form min. 6'- l" hgt 2 -1/2' Cat. / single trunk, street trb' form min. 6' -0' hgt min. 6' -0' hgt min. 2' ?al., high branched min. 301 hgt., upright I gal. min. min. 24 hgt, spr. 1 gal. 1, min. 24'A hgt, spr. min. 187 spr. /compact min. 30', hgt, upright 2 gal., tulr`. min. 24( hgt min. 3D gt min. 21" spr., non- sheared. min. 18' spr- /compact min. 15' ,'spr. /compact min. 21 spr. /compact min. 12': spr., horiz. form min., 24'1 hgt. /compact 1 gal. 0, 24' O.C. 1 gal. 0 24' tri. spacing 1 gal. 0. 24' O.C. Mahonia repens / CREEPING MAHONIA 1 gal. 0115' 0.C. Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN GRASS 1 gal. 0 24' O.C. El Lawn / Sod Type I Landscape 119999 1999191 Existing Mature Buffer: Douglas Frs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. r'1 11111111 ®I 'L IZ _ J 1 F- i� i I -I I I I L1.1 PLANTMG NOTES • Planting soil for shmbs /groundeovers shoe be deemed as new topeol /compost cultivated into existing prepared subgrode. Trees shill be pit planted with prepared planting holes being a minimum twice as wide as the rootbdi and at least nine inches (91 deeper. • Sol Preporatlon: Cultivate shrub bed subgrade to a minknum depth of eight Indies (81 and dean /remove al rocks, roots, debris over two inches h diameter. Lay a two inch (2") depth of corepost/topsol over entire bed and ill again to a minimum depth of on inches (101 to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and till again. • kertlize all Instdled plants during backfll operations with 4-2 -2 Ago Transplanter and Aseifarn Plant Tablets as recommended by Manufacturer. • Substitutions or changes in materials and placement shall be made ably on the written change orders as agreed between Contractor, Landscape Architect and Owner. • t/ulch dl beds with a minknum 2 inch (2') depth of approved 'mulch', • Stake trees as directed by Landscape Architect. • The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance with requirements for plant size and quality at any tine. This includes but is not limited to size and eondtian of rootbalis, root systems, insects, latent injuries and defects. Remove rejected materiel immediately from project site. • Replacement of Plantings: Remove from site and replace with new planting, at your expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as such as conditlos permit within nonnd planting season. Al replacement plantings are then to be under reinstated guarantee period, as specified Identify these replacements and take whatever • necessary ts Warranty prevent shall senior demise of plant materlds. replacing and planting some size and Warranty: species of plant material shown an Drawings that is designated to be replaced by the Landscape Architect Except for !owl due to excessively severe dknatdogled conditions (20 year weather charts), installed plant matertds are required to be guaranteed until the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others At plants replaced shall be reinstated under plant guaranty conditions. GEMER6 NOTES: • Coordinate work with other trades as required. Determine location of underground utilities and perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground Location Center and Owner for IocatIons of existing - underground utilities, eta, servicing or routed through the site. • Provide protection of dl property, persons, work In progress, structures, utlltles, walls, woks, curbs and paved surfaces from damages incurred arising fran this work The Contractor shall pay for any such damage at no additbnd cost to the Owner. • During construction, keep pavements, building dean. Protect site and adjacent properties Worn damage due to construction operations, operations by other Contractors /trades and trespassers. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be erected to protect the Public. • Staking and Layout: immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify layout with Landscape Architect prior to any installation work • Verify installation conditions as satis factory to receive work. Do not install any site elements until any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as satisfactory. When conditions detrimental to plant growth /constructed elements, are encountered such as rubble fill, adverse conditions, or obstructions, notify Landscape Architect • AI new planting areas to be serviced by an automatic krlgatlon system. Z4'1#2;"4, 1 J� ��Jlf Iliu E mug 111111 /I' KEY MAP north 10 20 <D SCALE: I" 7 20' RECEIVE APR 0 7 20051 a��Nnr BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY 0300 BURUNGAME — CA — 94010 "TEL (650) e92 -9911 al a FAX (e50) 992 —oim w V II j': APiIft Glenn Takagi Landscape Architect 19550 FrWMs Way N. Suits,102 Stamina, WA 98133 (200) 042 -8100 FAX (209) 5461128 DAR Conditions 3.29.05 NO. REN9ON DATE IT IS THE RESPONSIBILITY OF TN CONTRACTOR TO WRIFY ALL TRA u RATH n THE C CONSTRUCTION DOCUMENTS BEFORE CONNENONG ACTNPES ERRORS- ONSS011S OR ANT OTHER ACONSSTENOES OISCONERED SMALL IMNEOUIELY BE REPORTED 10 111E ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 J08# L 1.2 501EET OF 1 PLANT ` LEGEND Otv SNnbal Rotanical /Common Name II IP IF Ifm Acer griseum / PAPERBARK MAPLE Acer c. 'Queen Elizabeth' / HEDGE MAPLE Calocedrus decurrens / INCENSE CEDAR ercidiphyllum japonicum / KATSURA Pinus contorts contorts / SHORE PINE seudotsuga menziesl / DOUGLAS FIR Pyrus calleryana Trinity' / FLOWERING PEAR 2101112' Q Arbutus unedo.'Compacta' / STRAWBERRY TREE W Coreopsis v. 'Moonbeam' / COREOPSIS C) Daphne b. 'Carol Mackie / ROCK DAPHNE Epimedium v. 'Sulphureum' / BISHOPS CAP • Euonymus a. 'Compact's WINGED EUONYMUS O Ilex c. 'Convexa' / JAPAN. HOLLY • Myrica calfomica / PACIFIC WAX MYRTLE Miscanthus s. 'Yaku Jima' / MAIDEN GRASS # . Nondina d. 'Compacts' / HEAVENLY BAMBOO. ® Pieris japonica / ULY OF THE VALLEY SHRUB O Pinus m. 'Pumillo' / MUGHO PINE ® Potentlla. f. 'Moonlight' / CINQUEFOIL min. 18' spa /compact O Rhododendron 'Cilpinense' / Rhododendron min. 15' spr. /compact 8 Rhododendron 'Unique' / Rhododendron min. 21' spr. /compact o Sarcococca humilis / LOW SARCOCOCCA min. 12' spr., horiz. form O Viburnum tinus 'Spring Bouquet' / LAURUSTINUS Coreopsis vertieilata 'Moonbeam' / COREOPSIS Juniperus e. 'San Jose' / SAN JOSE JUNIPER 0 Arctostaphylos "Massachusetts' / KINNICKINNICK Mahonia repens / CREEPING MAHONIA • Plant sizes are specified per the American Standard for Nursery Stock. Publication —May 2, 1986 s• • - e. .r - - u, See Note for ees along So. 160 Stree ..' Acer griseum 0 3' dia., Acer campestre ® 4' dia. and Pinus contorts 0 8' —O' hgt min. Size/Remarks min.2' cal.. high branched min. 2' cal., street tree form min. 6' -0' hgt. 2 -1/2' cal. / single trunk, street tree form min. 6' -0' hgt. min. 6' -0' hgt. min. 2' cal., high branched min.. 30' hgt, upright 1 gal. min. min. 24' hgt, spr. 1 gal. min. 24' hgt, spr. min. 18' spr. /compact min. 30' hgt., upright 2 gal., full min. 24' hgt min. 30' hgt min. 21' son. non—sheared. min. 24' hgt /compact 1 gal. 0 24' 0.C. 1 gal. - 0 24' Vi. spacing 1, gal. 0 24' 0.C. 1 gal. 0 15' 0.C. Pennisetum a. 'Hamelyn' / DWARF FOUNTAIN CRASS 1 gall 0 24' O.C. ri Lawn / Sod (Area of Alder Trees /Shrubs /Grasses and Blackberries) No Irrigation in this Area. Completely remove blackberries for 15' —O' from edge of asphalt or dear 6' —O' beyond top of slope, whichever is greater. Replant as shown. Irrigation required. MIlIIIIIIU111 lit: k : 1al rm,n F As. - EI as, iZj.A. SCALE: )' = 20' Existing Mature Buffer. Douglas Firs and Shrubs. Remove Ivy replace with Mahonia Repens. No Irrigation Required in this Area. . A . R . : 41115 r' . .2 'APR 7 05 BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE NWY 9300 BURUNCAME - CA - 94010 ® TEL (e50) e92 -9a 11 FAX' (e5a) e92 -01e1 mg L1.3 s SHEET L1.1 MATCHLINE I IIIIIII i1111111111f ?IIIIIIIIIII 11(I �nrT j KEY MAP Existing Juniper Planting. (A Part of Recent City .of.SeaTac T.I.B. Improvements) / Ude of Sight triangle. SHEET L1.5 MATCHLINE ADMINISTRATION. FACILITY (EXISTING THEATRE CONCESSIONS) Existing Shrubs/ Croundcover to Remain Retain Existing Bamboo, Remove Barberry. Remove Selected Existing Junipers to place New Miscanthus. MAINTENANCE FACILITY (EXISTING BOWLING ALLEY) l ost 'fit :,*Nro rrocalttabtoo ! N!� '� i,_z a {`yIl \o 't bN�� O Axis v MIL gy ` 4 J '®0 Nt q/, Ai rire r ii / mews tame 0 MINN SCALE: 1N= 20' BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 TEL (950) 692 -9911 lel FAX (650) 692 -0191 MA D 16 r:527,77.1 :ti.,Lritt:i.:,z.!1 1 . �.� 8 tY A BAR CondlNme 3.29.05 NO. REVISION DATE IT S THE RESPONS181UTY OF THE CONIRACTaR TO LERYY AAUU,, RECD CONDITIONS ANO CCIPARE iH M %ITN THE CONSTRUCTION A ES BEFORE ERRORS, ONMSSIONS OR ANT OTHER INCWOSIENCIES OSCOVERED SHALL INUEOATE``T BE REPORTED TO THE ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 JOB# L 1.3 SHEET aF L1.3 s SHEET L1.1 MATCHLINE I IIIIIII i1111111111f ?IIIIIIIIIII 11(I �nrT j KEY MAP Existing Juniper Planting. (A Part of Recent City .of.SeaTac T.I.B. Improvements) / Ude of Sight triangle. SHEET L1.5 MATCHLINE ADMINISTRATION. FACILITY (EXISTING THEATRE CONCESSIONS) Existing Shrubs/ Croundcover to Remain Retain Existing Bamboo, Remove Barberry. Remove Selected Existing Junipers to place New Miscanthus. MAINTENANCE FACILITY (EXISTING BOWLING ALLEY) l ost 'fit :,*Nro rrocalttabtoo ! N!� '� i,_z a {`yIl \o 't bN�� O Axis v MIL gy ` 4 J '®0 Nt q/, Ai rire r ii / mews tame 0 MINN SCALE: 1N= 20' BLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURLINGAME - CA - 94010 TEL (950) 692 -9911 lel FAX (650) 692 -0191 MA D 16 r:527,77.1 :ti.,Lritt:i.:,z.!1 1 ad U LlI • Glenn Takagi Landscape V Architect 18550 FHands Way N. Suite H02 Shoeing WA 98133 (208) 5438100 FAX: (208) 546 -1128 A BAR Conditions 129.05 NO. REN90N DATE IT Is THE RESPONSIBILITY OF NE CONTRACTOR To vERIrY AL MO CONOPORS AND COMPARE 1NEM 8419 THE CONSTRUCTION DOCUMENTS ACRNRES. BEFORE COmmENONG ERRORS. OMISSIONS OR ANT OTHER RICONSISTENOES DISCOVERED SHALL IaaEOATELY BE REPORTED TO THE ARCMTECT I CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 JOB# L 1.4 SHEET OF - PLANT LEGEND Oty Symbol RotanicdJCommon Name loses Acer griseum / PAPERBARK MAPLE Acer a. 'Queen Elizabeth' / HEDGE MAPLE Calocedrus decurrens / INCENSE CEDAR ercidiphyllum japonicum / KATSURA Pinus contorta contorts / SHORE PINE seudotsuga menzies'n / DOUGLAS RR Pyrus calleryana Trinity' / FLOWERING PEAR Shaba Q Arbutus unedo 'Compacts' / STRAWBERRY TREE 9 Coreopsis v. 'Moonbeam' / COREOPSIS Q Daphne b. 'Coral Mackie' / ROCK DAPHNE w Epimedium v. 'Sulphureum' / BISHOPS CAP • Euonymus a. 'Compactus % WINGED EUONYMUS O Ilex c. 'Convexa' / JAPAN. HOLLY • Myrica califomica / PACIFIC WAX MYRTLE •L Miscanthus s. Yaku Jima' / MAIDEN GRASS # Nandina d. 'Compacts' / HEAVENLY BAMBOO e Pieris japonica / ULY OF THE VALLEY SHRUB Q Pinus m. • PumilIo' / MUGHO PINE ® Potentilla f. 'Moonlight' / CINQUEFOIL O Rhododendron 'Cilpinense' / Rhododendron it 8 Rhododendron 'Unique' / Rhododendron 0 Sarcococco humilis / LOW SARCOCOCCA 0 Viburnum tinus 'Spring Bouquet' / IAURUSTINUS Coreopsis verticilata 'Moonbeam' / COREOPSIS Juniperus c. 'San Jose' / SAN JOSE JUNIPER Arctostaphylos 'Massachusetts' / KINNICKINNICK Mahonia repens / CREEPING MAHONIA Penniseturn a. 'Hamelyn / DWARF FOUNTAIN GRASS 1 gal. 0 24' O.C. E . Lawn/ Sod • Plant sizes are specified per the America erica + soalatio, of onsore b the See Note for ees along So. 160 Street.. Acer griseum O 3' dia., Acer campestre A 4' dia. and Pinus contorts 8' -0'212t min. ery en, I EXISTING VEGETATION EXISTING TREES Sire/Romano min.2' cat, high branched min. 2' cal.. street tree form min. 6' -0' hgt. 2 -1/2' cal. / single trunk, street tree form min. 6' -0' hgt min. 6' —O' hgt min. 2' cal.. high branched min. 30' hgt. upright 1 gal. min. min. 24' hgt, spr. 1 gal. min. 24' hgt. spr. min. I8' spr. /compact min. 30' hgt., upright 2 gal., full min. 24' hgt min. 30" hgt min. 21" spr., non – sheared. min. 18' spr. /compact min. 15" spr. /compact min. 21" spr. / compact min. 12' spr., horiz. form min. 24' hgt. /compact 1 gal. 0 24' 0.C. 1 gal. 0 24' tri. spacing 1 gal. 0 24' O.C. 1 gol. 0 15' 0.C. 2" Magnolia 6 " 6" Magnol Magnoli 6" Magnol Magnoli 9303591 MOM BUMS MVOS MEI MOM SHEET L1.2 MATCHLINE (Area of Alder Trees /Shrubs /Grasses and Blackberries.) No Irrigation in this Area. Re —Cut Edge of Existing Lawn to New Layout. Remove Existing Shrubs and Replace with Lawn. Existing London Plane Trees illiam Creek Duffel! IIIIII1 lllllllllll 041111!',11,1 11111�I T�91►,n11 north SHEET SCALE: 1*— 20' 3 B.A.R. n — till ':.j31 KEY MAP MN IMES 7 L1.4 ® ® 1661851 5196141 L1.6 MATCHLINE R CEIVEp 'APR 07 28o5 co DE SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURUNGAME — CA — 94.010 ® TET. (eo 692 - FAX (850 692 - 2 0 2' ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL SET TO LEE OF PREVNUNG WIND PLANTING BACKFRl PER SPECIFICATIONS SECURE W/ LOOP OF CHANLOCK. WOOD SIP MULCH PER SPECIFICATIONS FORM 6' HIGH CONTINUOUS WATER BASIN 1L = =11 =.17211=11 ]1- = 11 =U I ..• II U II —I! 1 1 1 I. �1 I IC .0 7 L= 11=1 14/ 11=11=11=11=11=11=11=t1=1= = 11 =:IL .11= 11= 71= JL= '1I-11� J1 11 =11=1 1-11=1L=1 =II .11 = ! UNDISTURBED OU BED NA T V SUBGRADE O CONIFEROUS TREE PLANTING NOT TO SCALE CHANLOCK TIES TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L. G ENOUGH TO ACCOMMODATE 1.5 N. OF GROWTH. PREVAILNG WARDS A ®PLAN11NG ON SLOPES NOT TO SCALE B&B TREE SET AU. PLANTS PLUMB REMOVE BURLAP. TIRE & STRING FROM TOP 2/3 OF ROOTBALL 2 - rMULCH (PER SPECS) r- 4'SOIL SAUCER FOR WATERING DURING ESTABUSHIMENT PERIOD BACKFlLL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECS 1:1 MAX Z 1 TM 1. PLANTING PIT SHALL BE A MIN. 2 It EACH TREE MUST BE PLANTED THE 'MOTH OF ROOTBAU. \` /\ SUCH THAT THE TRUNK FLARE IS 2. ONE STAKE PER TREE ON WINDWARD \ VIS L B L. iR T V OF T TE R ROOT SECOND STAKE ON LEEWARD SIDE (UN '//\,•;" FLARE IS NOT VISIBLE SHALL BE OTHER'MSE DIRECTED) \. REJECTED. DO NOT COVER THE TOP -- 3. SLOPES STEEPER THAN 2:1 MAY REQUIRE ANk / OF THE ROOT BALL WITH SOIL. - APPROVED EMBANKMENT STABILIZATION SYSTTE/4s< TO CREATE A LEVEL TREE PIT SUCH AS i -ROCK FACING \� -MANUFACTURED SLOPE RETENTION UNITS > / A A n A(1 o .4d It I G.`r 1J I G4 �� " tor ✓ > /Y,// ;II . /H %I /I •/I ✓ •■•II %I �YI YI'H!: / Type I Landscape JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 21 MIN YMULCH (PER SPECS) FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL SOIL AMENDMENT MIXED WITH NATIVE SOIL (SEE SPECS) SCARIFIED SIBGRADE (SEE SPECS) • ti00AD���OTdti PER LANDSCAPE PLAN �GROUND COVER PLANTING NOT TO SCALE A7® / 1■1 TYPICAL SPACING 3.A.� DAIS I44111A1 1{1.x1 hS / M� SHEET L1.3 MATCHLINE ype III Landscape Line of Sight Triangle. L1.5 KEY MAP Illf1p �W1� IIiI1iN `} �. I `nflllilll i 1111111111 ,1111111, ran r .y/ / . ! 1111111: 6 r l ,= N R CE►VED APR 0 q 20051 SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 aAYSHORE HWY /300 BURLINGAME - CA - 94010 ® 110- (650) 692 -9911 FAX (650) 692 -0161 MI .VI V . II VIVA Glenn Takagi Landscape Architect 18550 Filands Way N 5o8. #102 Shonal.. WA 98133 (208)5424100 FAX R08) 548 -1128 1Q BAR Condition. 3.29.05 NO. REVISOR DATE IT IS THE RESPO•Se,UTY OF THE CONTRACTOR TO VERIFY ALL FIELD CONDITOMS AND COMPARE THEM VITH THE CONSTRUCTION DOCUMENTS ACTIN aEFOTE COMMENCING TEl ERRORS 00551OH5 OR DISCOVERED ANY OTHER SHALL INCONSISTENCIES IMMEDIATELY BE REPORTED TO THE ARCHIECT CENDANT CAR RENTAL GROUP 15820 TUKWLA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 J0B# L 1:5 SHEET QF 2 0 2' ROUND PRESS. TREATED PINE POLE (OR APPROVED EQUAL SET TO LEE OF PREVNUNG WIND PLANTING BACKFRl PER SPECIFICATIONS SECURE W/ LOOP OF CHANLOCK. WOOD SIP MULCH PER SPECIFICATIONS FORM 6' HIGH CONTINUOUS WATER BASIN 1L = =11 =.17211=11 ]1- = 11 =U I ..• II U II —I! 1 1 1 I. �1 I IC .0 7 L= 11=1 14/ 11=11=11=11=11=11=11=t1=1= = 11 =:IL .11= 11= 71= JL= '1I-11� J1 11 =11=1 1-11=1L=1 =II .11 = ! UNDISTURBED OU BED NA T V SUBGRADE O CONIFEROUS TREE PLANTING NOT TO SCALE CHANLOCK TIES TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L. G ENOUGH TO ACCOMMODATE 1.5 N. OF GROWTH. PREVAILNG WARDS A ®PLAN11NG ON SLOPES NOT TO SCALE B&B TREE SET AU. PLANTS PLUMB REMOVE BURLAP. TIRE & STRING FROM TOP 2/3 OF ROOTBALL 2 - rMULCH (PER SPECS) r- 4'SOIL SAUCER FOR WATERING DURING ESTABUSHIMENT PERIOD BACKFlLL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECS 1:1 MAX Z 1 TM 1. PLANTING PIT SHALL BE A MIN. 2 It EACH TREE MUST BE PLANTED THE 'MOTH OF ROOTBAU. \` /\ SUCH THAT THE TRUNK FLARE IS 2. ONE STAKE PER TREE ON WINDWARD \ VIS L B L. iR T V OF T TE R ROOT SECOND STAKE ON LEEWARD SIDE (UN '//\,•;" FLARE IS NOT VISIBLE SHALL BE OTHER'MSE DIRECTED) \. REJECTED. DO NOT COVER THE TOP -- 3. SLOPES STEEPER THAN 2:1 MAY REQUIRE ANk / OF THE ROOT BALL WITH SOIL. - APPROVED EMBANKMENT STABILIZATION SYSTTE/4s< TO CREATE A LEVEL TREE PIT SUCH AS i -ROCK FACING \� -MANUFACTURED SLOPE RETENTION UNITS > / A A n A(1 o .4d It I G.`r 1J I G4 �� " tor ✓ > /Y,// ;II . /H %I /I •/I ✓ •■•II %I �YI YI'H!: / Type I Landscape JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 21 MIN YMULCH (PER SPECS) FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL SOIL AMENDMENT MIXED WITH NATIVE SOIL (SEE SPECS) SCARIFIED SIBGRADE (SEE SPECS) • ti00AD���OTdti PER LANDSCAPE PLAN �GROUND COVER PLANTING NOT TO SCALE A7® / 1■1 TYPICAL SPACING 3.A.� DAIS I44111A1 1{1.x1 hS / M� SHEET L1.3 MATCHLINE ype III Landscape Line of Sight Triangle. L1.5 KEY MAP Illf1p �W1� IIiI1iN `} �. I `nflllilll i 1111111111 ,1111111, ran r .y/ / . ! 1111111: 6 r l ,= N R CE►VED APR 0 q 20051 SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 aAYSHORE HWY /300 BURLINGAME - CA - 94010 ® 110- (650) 692 -9911 FAX (650) 692 -0161 MI • Planting soil for shrubs /groundemers shall be deemed as new topsoil /compost - cultivated into existing prepared subgrade. Trees shdl be pit pkested with prepared planting holes being a minimum twice as wide as the rootbdl and at least nine inches (9') deeper. • Soil Preparation: CultNate shrub bed subgode to a minimum depth of eight inches (8") and deal /remove dl rocks, roots, dells over two fiches in diameter. Lay a two inch (21 depth of compost/topsoil over entire bed and till again to a minimum depth of ten tidies (10') to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and ill again. • Fertilize al hstaied plants during bcckfTi operations with 4-2 -2 Agro Traaplahter and Agifam Plant Tablets as recommended by Manufacturer. • Substitutions or changes in materials and placement shall be mode only on the written change orders as agreed between Contractor, Landscape Architect and Owner. • Mulch al beds with a minimum 2 inch (27 depth of approved mulch'. • Stake trees as directed by Landscape Architect. • The Landscape Architect retains the right to inspect trees, shrubs ' and ground over for compliance with requirements for plant size and quality at any time. This includes but Is not limited to size and condition of rootbais, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. • Replacement of Planting= Remove from site and replace with new planting, at yotr expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. AR replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent simior demise of plant materials. • Warant)c This Warranty shall include replacing and planting sane size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect Except for loss due to excessively severe dknatologkd conditions (20 year weather chats), installed plant materiels are required to be guaranteed anti the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shall be reinstated under plant guaranty conditions yENERN NOTE$ • Coordinate wait with other trades as required. Determine location of underground utilities and perform work in a manner which will ovoid possible damage. Coordinate with Utilities Undergamd Location Center and Owner for locations of existing underground utilities, etc servicing or routed through the site. • Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages marred arising from this work. The Contractor shall pay for any suds damage at no additional cost to the Owner. • During construction, keep pavements. balding dean. Protect site I and adjacent properties from damage due to construction LLJ operations, operations by other Controcton/trodes and trespassers z Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards that be erected to J protect the Public. • Staking and Layout Immediately notify Landscape Architect in writing of any was between plans and actual site. Landscape . U Architect has the right to adJast the location of elements. Verify �— layout with Landscape Architect prior to any installation work. 'Q • Verify in receive installation conditions as satisfactory to rece work. Do not install any site elements anti any unsatisfactory conditions ore corrected. Beginning of work constitutes acceptance of conditions as satisfactory. ether conditions detrimental to plant growth/constructed elements. are encountered such as rubble f0, adverse conditions, or obstructions, notify Landscape Architect • M new plaiting areas to be serviced by an automatic irrigation J system. PLANT LEGEND Otv Symbol Botanical /Common Name • I � � Acer c. 'Queen Elizabeth' / HEDGE MAPLE � Calocedrus decurrens / INCENSE CEDAR e rcidiphyllum japonicum / KATSURA Pinus contorta contort° / SHORE PINE ' seudotsugo menziesiii / DOUGLAS FIR O 1..Y• Pyrus calleryano 'Trinity' /. FLOWERING PEAR • Arbutus unedo 'Compacts' / STRAWBERRY TREE Acer griseum / PAPERBARK MAPLE Coreopsis v. 'Moonbeam' / COREOPSIS O Daphne b. 'Carol Mackie' / ROCK DAPHNE • Epimedium v. 'Sulphureum' / BISHOPS CAP • Euonymus a. 'Compactus'/ WINGED EUONYMUS Ilex c. 'Convexa' / JAPAN. HOLLY Myrica colifornica / PACIFIC WAX MYRTLE Along So. 160th Street increase sizes-'of trees to the following sizes Acer griseum 0 3' dia., Acer cam estre 0 4' dia and Pinus contort° 0 8' –I' hgt min. Existing Lon on Groundcover to 1 F- ou W — I V)■ Size/Remarks min.2' cal., high branched min. 2 cal., street tree form min. 6' -0' hgt 2 -1/2' cal. / single street tree form min. 6' -0' hgt. min. 6' - 0' hgt. min. 2 cal., high branched min. 30' hgt, upright 1 gal. min. min. 24' h spr. 1 gal. min. 24' hgt., spr. min. 18' spr. /compact min. 30' hgt., upright 6 trunk, ® Myrica colifomica / PACIFIC WAX MYRTLE • Miscanthus s. Yaku Jima' / MAIDEN GRASS din Nondina d. 'Compacts: / HEAVENLY BAMBOO ® Pieris japonica / ULY OF THE VALLEY SHRUB 0 Pinus m.'Pumilo' / MUGHO PINE • Potentilla f. 'Moonlight' / CINQUEFOIL • Rhododendron 'Cilpinense' / Rhododendron • Rhododendron 'Unique' / Rhododendron a Sarcococca humiiis / LOW SARCOCOCCA 0 Viburnum Pnus 'Spring Bouquet' / LAURUSi1NUS min. 24' hgt. /compact Arctostaphylos 'Massachusetts' / KINNICKINNICK Coreopsis verticilota 'Moonbeam' / COREOPSIS c. 'San Jose' / SAN JOSE JUNIPER Mahonia repens / CREEPING MAHONIA Pennisetum a.'Hamelyn' / DWARF. FOUNTAIN GRASS t '9al• SHEET L1.4 MATCHLINE min. 30" hgt., upright 2 gal., full min. 24- hgt min. 30' hgt min: 21' spr., non – sheared. min: 18' spr. /compact min. 15' spr. /compact min. 21' spr. /compact min. 12' spr., horiz. fo Lawn / Sod EXISTING VEGETATION EXISTING TREES Retain Existing Vegetation 24' tri. spacing 24' O.C. 15' O.C. • See Note for Tees along So. 160 T Street:.. Acer griseum 0 3' dia., Acer campestre 0 4' dia. and Pinus contort° 0 8' – hgt min. • Plant sizes ore specified per the American Standard for Nursery Stock, Publication –May 2, 1986 spo KEY MAP ryl 'T I !T lr diiiill ion (. �������ill1111IIIIIIIIlliiI MINN ® — ■ Type II Landscape L1.6 RE CEIVE 'APR 07100 O fi ANT SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1355 BAYSNORE HWY If300 BURUNOAME — CA — 94010 ri 107. (850) 892 -9911 FAX (e30) 892 -0181 A BAR Ccedmions 129.05 NO. REM510 I DATE Ir IS THE RESPONSIBIUTY OF THE CONTRACTOR TO TEREY ALL NEED CONDI TIONS AND COMPARE THEM YAM THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTMTES. ERRORS. OMISSIONS OR ANY OTHER INCONSISTENCIES OISCOSEREO SHALL IMMEDIATELY BE REPORTED TO THE ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 Enlarged Landscape Plan DATE JOB NO. 2.15.05 JOB# L 1.6 SHEET OF • Planting soil for shrubs /groundemers shall be deemed as new topsoil /compost - cultivated into existing prepared subgrade. Trees shdl be pit pkested with prepared planting holes being a minimum twice as wide as the rootbdl and at least nine inches (9') deeper. • Soil Preparation: CultNate shrub bed subgode to a minimum depth of eight inches (8") and deal /remove dl rocks, roots, dells over two fiches in diameter. Lay a two inch (21 depth of compost/topsoil over entire bed and till again to a minimum depth of ten tidies (10') to incorporate Compost thoroughly into grade. Lay two inch lift of Compost and ill again. • Fertilize al hstaied plants during bcckfTi operations with 4-2 -2 Agro Traaplahter and Agifam Plant Tablets as recommended by Manufacturer. • Substitutions or changes in materials and placement shall be mode only on the written change orders as agreed between Contractor, Landscape Architect and Owner. • Mulch al beds with a minimum 2 inch (27 depth of approved mulch'. • Stake trees as directed by Landscape Architect. • The Landscape Architect retains the right to inspect trees, shrubs ' and ground over for compliance with requirements for plant size and quality at any time. This includes but Is not limited to size and condition of rootbais, root systems, insects, latent injuries and defects. Remove rejected material immediately from project site. • Replacement of Planting= Remove from site and replace with new planting, at yotr expense, any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as soon as conditions permit within normal planting season. AR replacement plantings are then to be under reinstated guarantee period, as specified. Identify these replacements and take whatever necessary steps to prevent simior demise of plant materials. • Warant)c This Warranty shall include replacing and planting sane size and species of plant material shown on Drawings that is designated to be replaced by the Landscape Architect Except for loss due to excessively severe dknatologkd conditions (20 year weather chats), installed plant materiels are required to be guaranteed anti the end of one growing season against defects and unsatisfactory growth, except for cases of neglect /abuse by Owners /others. All plants replaced shall be reinstated under plant guaranty conditions yENERN NOTE$ • Coordinate wait with other trades as required. Determine location of underground utilities and perform work in a manner which will ovoid possible damage. Coordinate with Utilities Undergamd Location Center and Owner for locations of existing underground utilities, etc servicing or routed through the site. • Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs and paved surfaces from damages marred arising from this work. The Contractor shall pay for any suds damage at no additional cost to the Owner. • During construction, keep pavements. balding dean. Protect site I and adjacent properties from damage due to construction LLJ operations, operations by other Controcton/trodes and trespassers z Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards that be erected to J protect the Public. • Staking and Layout Immediately notify Landscape Architect in writing of any was between plans and actual site. Landscape . U Architect has the right to adJast the location of elements. Verify �— layout with Landscape Architect prior to any installation work. 'Q • Verify in receive installation conditions as satisfactory to rece work. Do not install any site elements anti any unsatisfactory conditions ore corrected. Beginning of work constitutes acceptance of conditions as satisfactory. ether conditions detrimental to plant growth/constructed elements. are encountered such as rubble f0, adverse conditions, or obstructions, notify Landscape Architect • M new plaiting areas to be serviced by an automatic irrigation J system. PLANT LEGEND Otv Symbol Botanical /Common Name • I � � Acer c. 'Queen Elizabeth' / HEDGE MAPLE � Calocedrus decurrens / INCENSE CEDAR e rcidiphyllum japonicum / KATSURA Pinus contorta contort° / SHORE PINE ' seudotsugo menziesiii / DOUGLAS FIR O 1..Y• Pyrus calleryano 'Trinity' /. FLOWERING PEAR • Arbutus unedo 'Compacts' / STRAWBERRY TREE Acer griseum / PAPERBARK MAPLE Coreopsis v. 'Moonbeam' / COREOPSIS O Daphne b. 'Carol Mackie' / ROCK DAPHNE • Epimedium v. 'Sulphureum' / BISHOPS CAP • Euonymus a. 'Compactus'/ WINGED EUONYMUS Ilex c. 'Convexa' / JAPAN. HOLLY Myrica colifornica / PACIFIC WAX MYRTLE Along So. 160th Street increase sizes-'of trees to the following sizes Acer griseum 0 3' dia., Acer cam estre 0 4' dia and Pinus contort° 0 8' –I' hgt min. Existing Lon on Groundcover to 1 F- ou W — I V)■ Size/Remarks min.2' cal., high branched min. 2 cal., street tree form min. 6' -0' hgt 2 -1/2' cal. / single street tree form min. 6' -0' hgt. min. 6' - 0' hgt. min. 2 cal., high branched min. 30' hgt, upright 1 gal. min. min. 24' h spr. 1 gal. min. 24' hgt., spr. min. 18' spr. /compact min. 30' hgt., upright 6 trunk, ® Myrica colifomica / PACIFIC WAX MYRTLE • Miscanthus s. Yaku Jima' / MAIDEN GRASS din Nondina d. 'Compacts: / HEAVENLY BAMBOO ® Pieris japonica / ULY OF THE VALLEY SHRUB 0 Pinus m.'Pumilo' / MUGHO PINE • Potentilla f. 'Moonlight' / CINQUEFOIL • Rhododendron 'Cilpinense' / Rhododendron • Rhododendron 'Unique' / Rhododendron a Sarcococca humiiis / LOW SARCOCOCCA 0 Viburnum Pnus 'Spring Bouquet' / LAURUSi1NUS min. 24' hgt. /compact Arctostaphylos 'Massachusetts' / KINNICKINNICK Coreopsis verticilota 'Moonbeam' / COREOPSIS c. 'San Jose' / SAN JOSE JUNIPER Mahonia repens / CREEPING MAHONIA Pennisetum a.'Hamelyn' / DWARF. FOUNTAIN GRASS t '9al• SHEET L1.4 MATCHLINE min. 30" hgt., upright 2 gal., full min. 24- hgt min. 30' hgt min: 21' spr., non – sheared. min: 18' spr. /compact min. 15' spr. /compact min. 21' spr. /compact min. 12' spr., horiz. fo Lawn / Sod EXISTING VEGETATION EXISTING TREES Retain Existing Vegetation 24' tri. spacing 24' O.C. 15' O.C. • See Note for Tees along So. 160 T Street:.. Acer griseum 0 3' dia., Acer campestre 0 4' dia. and Pinus contort° 0 8' – hgt min. • Plant sizes ore specified per the American Standard for Nursery Stock, Publication –May 2, 1986 spo KEY MAP ryl 'T I !T lr diiiill ion (. �������ill1111IIIIIIIIlliiI MINN ® — ■ Type II Landscape L1.6 RE CEIVE 'APR 07100 O fi ANT SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1355 BAYSNORE HWY If300 BURUNOAME — CA — 94010 ri 107. (850) 892 -9911 FAX (e30) 892 -0181 Allakkk 64Mm. 4W14.4 NUN yr. NW • 1 •.4s44/100 yR - Ih 11y1418 4181. 117 moo*. soi. I Meow M 3 I . 28 4+1 .4..Y (3 4.. r 2 **we rm memo. lA. 4w 444.) 184iY 1140144 1 • 1m. 3 wr ow 6 M...r 0 two .w I mow, 4 ..as.4 A. mA w omm 4 aw .• 3 N.M. 0 er r l 3 woofed W Rn moon w 9.s4ils •414140s4 0840 yr. 4W • 1 yy.t/1 W .4R . 27 mom.* Mmilml MUM ..mw s•M nomiew 2YW 4w 14wIVI mil ..�I (1 W -II 1444411840124 WPM r A184111948. 184001 84441 -1 mdi 440.1 1•4 1 _- 1 4..b7 I Q M) 6'-0• RAISED CONCRETE COLORED J t, SDEMALK: DRIVE/ ■ ASLE - SLOPE AG / PAVING TO MEET RU RAKE SI (5 OMR HATCHED) MODIFY CURBS, DRIVE APIN61 DRIVE AISLES AS i FOR FIRE TRUCK ALCMS AS SHHOYH - SEE BEET PA.I 1 CIVIL (910094 DASFHED) SJRVEY DATA SOURCES, PROPERTY (JHF5. TRIAD ASSOCIATES, 04/17/04 STE RANEY, GP SURVEYM6, O6 /09/04 N6676'S453 49 .11 60 T Tr - S 1 R T- DU 71.6' WIDE LANDSCAPE STRIP SEE LANDSCAPE 20165 2IX31D RC (REl70NAL COJUEROR.) EA= RUN, OM. 114 OOOJPN Y II AOMINISTRATIOI OFFICE 6 (1 FLOOR) MAINTENANCE OR10E B (1 FLOOR) CAR YAMTDIANCE S-1 QURO900TI 5(018471 U (1 FLOOR) 0u CAR WAS, FUELING 5-1 (LET. (5.916 S CANOPY NOT NODDED) TOTAL BUILDINGS 68/AR 2.323LZL. 222304- 9101 -02 FARM l 222304-9001-03 Es6CE-2 222304- 9015 -07 PARS 4 222304- 9102 -01 OlE ARFA BUILDINGS 49.510 S (E) LANDSCAPING 124.534 SF (N) LANOSCAPNG 27.928 S (0) PAVING 418.417 SF (INCLUDES TRASH 04OASURE5 OF 256 01 166 SF) (NT PALING - 3A 334 SF TOTAL STE - 658.723 S SANDPJES (E) CANOPIES (841 CANOPIES CANOPY TOTAL B9.1U99G EQDIAS€ MAINTENANCE MAINTENANCE OFFICE 9.712 S (I FLOOR) CAR MAINTENANCE 20.614 S (1 FLOOR) ADMINISTRATION 16.664 S (1 FLOOR) OJARDBOOTI b S (I FLOOR) 0T4 8.365 S (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING 511115 BICYCLE 1 SPACE / 50 PIG STALLS 1 SPACE / 50 PIG STALLS 46 S H 9 7 49.510 SF SW 1/4 OF SW 1/4 22 29V 4E.. W.M. 5. EXTERIOR MODIFICATIONS TO ADMINISTRATION t MAINTENANCE EUILDINS5 SEE A2.1, A2.IA, A2.15 AND AI2.1 4. ADDITION TO MAINTENANCE (BUILDING FOR FLUID STORAGE SEE A2JA 5. METAL CANOPIES AT MAINTENANCE FACILITY. SEE A2.IA • y i � A � 1 r Ia�el .4 t'• r✓iii %// /iii % / / / iiii i d/ II / � PROVIDE 1 INSTALL 4' DIA. UCER6ROUND CHAIN INC mace . COICUT FOR CETWAHTS SECURITY SYSTEM TO BICYCLE PARKIN& - MAINTENANCE ELD6. MV lN) PAVINS 4 CURB ELEGIRJGAL R0024 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHIORE 11 VY 1300 BLRWCAAA6 - CA - 94010 ® TB. (630) 692 -9911 mi FAX (630) 692-0161 lag 705.0 L2- 7765 R 007100) AECNRECT r RECEIVED SEP 21 2005 CHINN CONSTRUCTION, LIE ® CLIEM RF/100F s ,M OS SITE LI6NT LOCATION 6/26020 CONSTRUCTION SET . ' '7/24/05 6 CUBIT RE*1S1GNS T/2R 8 DRS MODIFICATION 5/$0105 N0. REVISION DATE IT S 114E RESPONSJBIUTY OF THE CONTRACTOR TO KAFV ALL FIELD CONDITIONS ANO COMPARE THEM WITH THE CONSTRUCTION OOCUMENIS BEFORE COMMENONG ACTIVITIES ERRORS. CMIS9915 OR ANY OTHER NC0N951ENCTES DISCOVERED SHALL IMMEDIATELY BE REPORTED TO THE ARO.IECT (DRS MODIFICATIONS) EXTERIOR MODIFICATIONS & SITE IMPROVEMENTS for CENDANT CAR RENTAL GROUP, INC. 15820 TIACWLA INTERNATIONAL BOULEVARD TUCWLA, WASHINGTON 98188 SITE PLAN r- 50' -0• DATE JOB NO. 12/22/04 20457.07 A1.1 SHEET 4 OF 37 Allakkk 64Mm. 4W14.4 NUN yr. NW • 1 •.4s44/100 yR - Ih 11y1418 4181. 117 moo*. soi. I Meow M 3 I . 28 4+1 .4..Y (3 4.. r 2 **we rm memo. lA. 4w 444.) 184iY 1140144 1 • 1m. 3 wr ow 6 M...r 0 two .w I mow, 4 ..as.4 A. mA w omm 4 aw .• 3 N.M. 0 er r l 3 woofed W Rn moon w 9.s4ils •414140s4 0840 yr. 4W • 1 yy.t/1 W .4R . 27 mom.* Mmilml MUM ..mw s•M nomiew 2YW 4w 14wIVI mil ..�I (1 W -II 1444411840124 WPM r A184111948. 184001 84441 -1 mdi 440.1 1•4 1 _- 1 4..b7 I Q M) 6'-0• RAISED CONCRETE COLORED J t, SDEMALK: DRIVE/ ■ ASLE - SLOPE AG / PAVING TO MEET RU RAKE SI (5 OMR HATCHED) MODIFY CURBS, DRIVE APIN61 DRIVE AISLES AS i FOR FIRE TRUCK ALCMS AS SHHOYH - SEE BEET PA.I 1 CIVIL (910094 DASFHED) SJRVEY DATA SOURCES, PROPERTY (JHF5. TRIAD ASSOCIATES, 04/17/04 STE RANEY, GP SURVEYM6, O6 /09/04 N6676'S453 49 .11 60 T Tr - S 1 R T- DU 71.6' WIDE LANDSCAPE STRIP SEE LANDSCAPE 20165 2IX31D RC (REl70NAL COJUEROR.) EA= RUN, OM. 114 OOOJPN Y II AOMINISTRATIOI OFFICE 6 (1 FLOOR) MAINTENANCE OR10E B (1 FLOOR) CAR YAMTDIANCE S-1 QURO900TI 5(018471 U (1 FLOOR) 0u CAR WAS, FUELING 5-1 (LET. (5.916 S CANOPY NOT NODDED) TOTAL BUILDINGS 68/AR 2.323LZL. 222304- 9101 -02 FARM l 222304-9001-03 Es6CE-2 222304- 9015 -07 PARS 4 222304- 9102 -01 OlE ARFA BUILDINGS 49.510 S (E) LANDSCAPING 124.534 SF (N) LANOSCAPNG 27.928 S (0) PAVING 418.417 SF (INCLUDES TRASH 04OASURE5 OF 256 01 166 SF) (NT PALING - 3A 334 SF TOTAL STE - 658.723 S SANDPJES (E) CANOPIES (841 CANOPIES CANOPY TOTAL B9.1U99G EQDIAS€ MAINTENANCE MAINTENANCE OFFICE 9.712 S (I FLOOR) CAR MAINTENANCE 20.614 S (1 FLOOR) ADMINISTRATION 16.664 S (1 FLOOR) OJARDBOOTI b S (I FLOOR) 0T4 8.365 S (1 FLOOR) (INCLUDING CANOPY) TOTAL PARKING 511115 BICYCLE 1 SPACE / 50 PIG STALLS 1 SPACE / 50 PIG STALLS 46 S H 9 7 49.510 SF SW 1/4 OF SW 1/4 22 29V 4E.. W.M. 5. EXTERIOR MODIFICATIONS TO ADMINISTRATION t MAINTENANCE EUILDINS5 SEE A2.1, A2.IA, A2.15 AND AI2.1 4. ADDITION TO MAINTENANCE (BUILDING FOR FLUID STORAGE SEE A2JA 5. METAL CANOPIES AT MAINTENANCE FACILITY. SEE A2.IA • y i � A � 1 r Ia�el .4 t'• r✓iii %// /iii % / / / iiii i d/ II / � PROVIDE 1 INSTALL 4' DIA. UCER6ROUND CHAIN INC mace . COICUT FOR CETWAHTS SECURITY SYSTEM TO BICYCLE PARKIN& - MAINTENANCE ELD6. MV lN) PAVINS 4 CURB ELEGIRJGAL R0024 BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHIORE 11 VY 1300 BLRWCAAA6 - CA - 94010 ® TB. (630) 692 -9911 mi FAX (630) 692-0161 lag 705.0 L2- L1.2 Existing Shrubs/ Groundcover to Remain Remove Selected Existing Junipers to place New Uisconthus. MAINTENANCE FACILITY .D1 I L I .V`lVUl1 I L I ILIINL KEY MAP Existing Juniper Planting. (A Part of Recent City of SeaTac T.1.8. Improvements) I.I R SHEET L1.4 MATCHLINE • R ECEIVED CITY OF 7UKWIU SEP 28 2005 PERMIT CENTER SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSIIORE HWY #300 BURLMOAME — CA — 94010 TE1 (670) 692 -9911 FAx (670) e92 -0191. VI ,NEOP ant Construction Set 4.29.09 1 ��1f1T 1 R • ion. R 9 09 / \S'dRowel, Charms 9 19 fM NO. RENSION DAIS IT IS THE RESPONSIBILITY THE CONTRACTOR nap CONOInONS Or TO KRIF`/ AL. AND COMPARE THEM M1111 THE DOCUMENTS BEFORE CONSTRUCTION COMMENCING ACTIVITIES ERROR OMISSIONS OR ANY OTHER NCONSSTENUES DISCOVERED SHALL IMMEDIA TELT BE REPORTED TO ME ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 8 11 n Planting Plan o DATE JOB NO. 4.26.05 JOB# L 1.2 SHEET OF L1.2 Existing Shrubs/ Groundcover to Remain Remove Selected Existing Junipers to place New Uisconthus. MAINTENANCE FACILITY .D1 I L I .V`lVUl1 I L I ILIINL KEY MAP Existing Juniper Planting. (A Part of Recent City of SeaTac T.1.8. Improvements) I.I R SHEET L1.4 MATCHLINE • R ECEIVED CITY OF 7UKWIU SEP 28 2005 PERMIT CENTER SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSIIORE HWY #300 BURLMOAME — CA — 94010 TE1 (670) 692 -9911 FAx (670) e92 -0191. VI Y R n 3 T nc Klieg ^MetnlftIOn Set 4 26.05 A ./rive... CNanae 9 16 PS NO. REVISION DATE IT IS THE RESPONSIBIUTY OF TIE CONTRACTOR TO VERIFY A1y !HELD CONOIRONS AND COMPARE THEM Mt TN THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIMPES. ERRORS. OMISSIONS OR ANY OTHER MICONSISTENCIE5 BE REPORTED TO THE ARCHITECT M ARRCHI TE TECT CENDANT CAR RENTAL GROUP SI 15820 TUKWILA INTERNATIONAL BOULEVARD • to, • TUKWILA, WA 98188 8 m ▪ ti Q Planting Plan DATE JOB NO. 4.26.05 JOB# L 1.4 SHEET 1 1 11�. \ ._.:....... 11=11 11.= 11 =11.=7L- J'- = `!�• >:. U1L- 17.1 1= 11=11 =11. - .11 =1 1 =11= 11:11= 11"="11=.11=7 = 11 - 11'= .11 =11 =11 =11::11= 11=11 =.11= 11= .11 =11= 11#11=y = I I= 11:= 1I =1 =11= 11.11.= 11 =11= 11x=:11'. = =!I EACH TREE MUST BE PLANTED SUCH THAT A HAT THE 7TRUNK K FLA IS BALL TREES WHERE THE 31-1_E 100T FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALI. WITH SOIL BACKFILL WITH MIXTURE OF NATIVE SOIL AND SOIL AMENDMENTS PER SPECS 1. PLANTING PIT SHALL BE AMIN. 2 THE WIDTH OF ROOTBALL; \ /�\ 2. ONE STAKE PER TREE ON WINDWARD \ SECOND STAKE ON LEEWARD SIDE (Li \/' OTHERWISE DIRECTED) 3. SLOPES STEEPER THAN 2.1 MAY REQUIRE ANi/ APPROVED EMBANKMENT STABIUZATION TO CREATE A LEVEL TREE PIT SUCH AS: i / -ROO ( FACING �� • -MANUFACTURED SLOPE RETENTION UNITS ' // SET ROOTCROWM AT OR JUST ABOVE SOIL LEVEL (TYP) REMOVE BURLAP, WIRE & STRING FROM TOP 2/3 OF ROOTBALL JUTE FABRIC UNDERNEATH BARK MULCH ON SLOPES OVER 21 MIN 2 - MULCH (PER SPECS) FINISH GRADE TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL OO •ti��O 004 �1�_ OOti �4, 0 \014 2 RO U PRESS. TREATED PINE POL OR APPROVED EQUAL SET TO OF PREVAILING WINO PLANTING BACKFLL PER SPECIFICATION CHAINLOCK RES TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SUPPING. ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE L. G ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH. z REC CRY RZE ,„ SEP 2 8 20(15 SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY #300 BURUNGAMIE — CA — 94010 RE TEL (950) 692 -9911 Ea NIE FAX (650) 692 -0161_ Da ■ hr., F a rii:g Cente•ueta. Set 4.26.05 R.NFInn. 8.9.03 // � I.nt A pe .av enonn. 4.16.03 NO. REMSON DATE IT IS THE RESPONSIBIUTY OF THE CONTRACTOR TO VERIFY AU. FIELD CCNOIIICNS AND COMPARE DIEM WITH DI DOCUMENTS BEFORE CO ENCMO ACTIN nEt ERRORS, OMISSIONS OR ANY OTHER NCONSIS TERMS E REPORTED TO T E AR CENDANT CAR RENTAL GROUP. 15820 TUKWILA INTERNATIONAL BOULEVARD y TUKWILA, WA 98188 - 8. "-d m H 0 SIVED 1 2005 'AUCTION, LLC z. Q J L z 0 F- / Q 0 L Et DATE JOB NO. 4.26.05 • JOB# SHEET - OF I VALVE NUMBER fir (TYP.) IRRIGA1ION J FGEND Symbol Item © HUNTER ICC -4800M Metal) Coord. Location with Land. Archt/ Owners General Contractor (Electrical Service). P.O.C. (Point . of Connection, see detail, including master valve) 8 MANUAL DRAIN VALVE (at mainline low point) O RAINBIRD 441RC QUICK COUPLER VALVE (LOCATE WiTH P.O.C.) • GATE VALVE • RAINBIRD PEB Auto Valve with PRS -D GALLONS PER MINUTE VALVE SIZE vAN VARIABLE ARC NOZZLE • RAINBIRD 15 EST (1806) PCS as required o RAINBIRD 15 Strip Series -15 CST (1806). PCS as required RAINBIRD 15 Strip Series -15 SST (1806). PCS as required HUNTER POP #2 Nozzle -29' 0 30 psi) ROTOR HUNTER PGP ( Nozzle -29' 0 30 psi) ROTOR O RAINBIRD 15F 1806 O RAINBIRD 15TT 1806 O RAINBIRD 1511 1806 O RAINBIRD 150 1806 ® RAINBIRD 12F 1806 O RAINBIRD 12TQ 1806 ® RAINBIRD 1217 1806 ® RAINBIRD 12H 1806 ® RAINBIRD 12T 1806 ® RAINBIRD 120 1806 O RAINBIRD 10F 1806 e • RAINBIRD 104 1806 O RAINBIRD 10T 1806 ¢ RAINBIRD 1001806 O RAINBIRD 8F 1806 9 RAINBIRD 8H 1806 RAINBIRD 8Q 1806 Schedule 40 PVC sleeve, 4' diameter Mainline: Schedule 40 PVC Lateral: Schedule 40 PVC MEL PIPE LAYOUT IS DIAGRAMAIIC. MAINUNE SHOWN OUTSIDE BEDS FOR GRAPHIC CLARITY. INSTALL MAINUNE AND VALVES IMTHIN PROPERTY LINE. IRRIGATION SYSTEM NOTES • Coordinate work with other trades as required. Determine location of underground utilities and perfom work in a mariner which will avoid possible damage. • Provide protection of all property, persons. work in progress, structures, utilities, walls, walks, curbs and paved surfaces from - damages incurred arising from this work. Contractor shall pay for any such damage at no additional cost to the Owner. Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper safeguards shall be protected from damage by,' erosion or trespassing, and proper safeguards shall be erected to protect the Public. • Staking and Layout Verify installation conditions as satisfactory to receive work. Do not install any site elements unti any unsatisfactory conditions are corrected. Immediately notify Landscape Architect in writing of any variance between plans and actual site. Landscape Architect has the right to adjust the location of elements. Beginning of work consitutes acceptance of conditions as satisfactory. Layout of valve boxes is especially critical for visual and maintenance needs. • . Irrigation Plan is drawn for graphic clarity. Adjust pipe, valves and sprinkler heads according to field conditions and plant locations. Coordinate location of Valve Boxes with Owner. Install no more than two automatic valves per box. • Contractor shall verify all dimensions, quantities, available water pressure and volume, locations, eleeving and conditions prior to bidding and start of installation. During layout. consult with Landscape Architect to verify proper placement and make recommendations where revisions are advisable. In coordination with King County Water District 125 (206) 242 -9547, we have assumed the following: Water pressure of 65 psi, 2' water meter along Tukwila International Blvd. with a 2r service line and a 1r water meter along Military Road witha 2 service line. - • System shall provide full coverage on all areas less shrub interference. It is assumed that the Contractor will exercise professional judgement in location, height, and slope of sprinkler heads. System not to be operated during periods of hight wind. • Piping shown in parallel may be installed in common trench. • Mainline PVC pipe shall be Schedule 40, buried at a minimum 24' depth. Lateral PVC pipe shall be Schedule 40 and be buried at a min. 18' depth. Unless stated,min. pipe size is 3/4'. • All valve equipment shall be placed in valve boxes. • Sleeving shall be four inch diameter (4') Sch. 40 PVC. - Extend sleeve 6' past the edge of concrete flatworlc /walls. • Place sprinkler heads two inches (2') from edge of walks, and twelve (12') from . walls. • At head —in— parking, set spray heads 12' in from curb. • Install a wireless Mini —Clik rain sensor. • Install 14-1 direct burial wire continuous run one hot wire to each valve and one common wire through each valve, provide one spare wire to each valve. Leave a 'loop' of wire at all mainline turns. • System is designed for winterization with compressed air. Do not use automatic drain valves. Install manual drain valves on Mainline in low points to facilitate drainage and repairs. Drains shall empty into gravel sumps (min. 3 cu.ft) at a 45 degree angle. 1 -1/4 1111111•111 IMMO EXISTING 2' IRRIGATION METER` NEW POC (USE:A 'SUPER JUMBO BOX (17' X 30') • Prior to backfiring, the Mainline shall be subjected to a hydrostatic pressure test of 150 psi. To be valid, all tests must be performed under the direction and supervision of authorized personnel and reviewed by Landscape Architect maximum allowable drop is 5 psi in a 30 minute test. Coordinate testing operations /procedure with Landscape Architect • Before sprinkler system will be accepted, the Contractor shall perform a coverage test in the presence of the Landscape Architect Contractor is responsible to change, adjust nozzles to obtain a balanced system with full coverage and a minimum of overspray. • The system shall be warranted for all labor and materials for a period of One year from the date of substantial completion of the system as documented by a signed and dated copy of acceptance from the Landscape Architect The warranty shall include; filling and repairing settlement of soil in trenches and repairing any damage to plantings caused by such. Bid shall also include one winterization and activation/adjustment • 'Record Drawings': Prepare a complete, legible and accurate set of 'as belt' drawings as Installation proceeds. Note any utilities, drainage encountered. 'As bu drawings s to 9p �unal pamen tra shall be re si6Te for re3u roved drawing to an 11' x 17' format, color code the station/lines and laminate in heavy plastic. Submittals to also include all instuction manuals and equipment 'catalogue cuts /product descriptions'. 3/4' SCALE: 1n° 20' RECENED CRY OF TUKWRA SEP 282005 PERMIT CENTER SLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 BAYSHORE HWY /305 BURUNOAME — CA — 94010 ® ,',.`,7052,7g:=1, DOUBLE CHECK VALVE ASSEMBLY BACKFLOW • PREVENTION DEVICE 1 —T /2' FEBCO 850 MASTER BRASS NIPPLES 3 UNIONS VALVE MACE' PI AN VIEW VIN/211.111111111[Iimiliiiima. Ilia lLIIll�illil t!Unit ��;i� III L�11�It I�j >• 1 1 :S ., ..:'' '. VALVE (LOCATE IN F T -25 USED) 10' (M■) VALVE BOX W/ LOCKING UD. EXTENSIONS AS REQUIRED. 1 1 S01 80 PVC 1 -1/4 .. 1, 3/4, 3/4. .LL 1-74 - 1-1/2" 3/4' 0 R R r., �� 1(3003343N � •O( 1/3 CU YD OF DRAIN ROC( AT BOTH ENDS OF —2()CI1 VAULT UNDER WEEP HOLE/SLOT 3/4` -- 10" (MIN) VALVE BOX W/ LOOONG UD. EXTEWSIONS AS REQUIRED. COPPER SWEAT TO THREADED FROM 2a MAINLINE NOT TO SCALE SAW CUT 6"MM ASPHALT, CONCRETE CR MASONRY PAVED O NOT TO SCALE SLEEVE TRENCHING TACK —SEAL JOINT ACTED NATIVE BACKFIU_ MATERIAL CRUSHED ROCI( BEDDING PVC SLEEVE NM MAN OR =ESL LATERAL 1. SLEEVE SIZE AS LINES SHOEN ON PLANS CR 2. SLEEVES CONTROLLER REQUIRED UNDER WIRES AU. PAVED AREAS ® LATERAL LINE NOT TO SCALE NOTES ADD PRESSURE REDUCING VALVE FINISH GRADE IP REQUIRED. O POINT OF CONNECTION: DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT TO SCALE MU ORB. - - IHIHIHIH. IIHIHI� IHIHIH� IHIHIH� z S 0 r FINISH PVC TRIPLE SUWNG JOINT & HEAD BACKFILL AROUND SYANG JOINT & HEAD W/ SAND PVC LATERAL LINE OVER EXCAVATE UNSUITABLE MATERIALS SCN 40 PVC MANURE �QUICK COUPLER VALVE BED AREAS NOT TO SCALE 1/4 0 CALV THREADED U —BOLT W/ NUTS & WASHERS (TYP) FINISH GRADE 10' (MIN) VALVE BOX W/ 'E LID (SEE BRASS QUICK COUPLER VALVE (SEE SPECS) 3.0F St —I/2 - WASHED ROCK OVER CEOTEXTRE FABRIC 6'LONG i SCH 80 PVC 5011 40 GALVANIZED TRIPLE SWING JOINT ASSEMBLY �. wow 5•Ew VALVE Box w/ LOCKING U . EXTENSIONS - -�1 /(i ouv THREADED U —BOLT w/ AS REQUIRED. I Y T 4 NUTS & WASHERS (TlP) SEE PLAN NOTES 1 3/4. /4' _north__ SCALE: I•• 20' __. .._ • (1) PRESSURE REDUCER w /STRAINER (IF REQUIRED) (LOCATE DOWNSTREAM FROM BACKFLOW PREVENTION DEVICE) NOT TO SCALE MA I l.I SHEET - 1_2.Z Mel GRADE 20' civo .. SEP 2 PERMU mot,,_ SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1303 El AYSNORE HWY 0300 B URLIN0AME - CA - 04010 ® TEL (650) 602 -9011 wi . FAX (630) 892 -0181 ma AY I V Vii fi Glenn Takagi Landscape Architect 15560 Firkin:. Wry N. SIX, 9102 SI»roYr, WA 88133 (208) 6426100 • FAX: (206) 548.1128 trurtInn Set 4 28.03 , XV Trirewer Chore. 9 15 05 NO. REVISION DATE IT IS THE RESPONSIeTUTY OF THE CONTRACTOR TO VERIFY ALL Rap cTNDI n0NS AND COMPARE THEM VATH TOE CONSTRUCTION DOCUMENTS ACME BEFORE COMMENCING TIES. ERRORS, OMISSIONS OR ANY OTHER PICONSSTENCIES DISCOVERED SHALL IMMEDIATELY 8E REAORTED TO THE ARCHITECT CENDANT CAR RENTAL GROUP 15820 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA 98188 g m =IVED 2 1 2005 'TRULT 08, LLC Z . Q J z 0 H Q 0 LL. DATE JOB NO. 4.26.05 J0B# L 2.4 SHEET OF DOUBLE CHECK VALVE ASSEMBLY BACKFLOW • PREVENTION DEVICE 1 —T /2' FEBCO 850 MASTER BRASS NIPPLES 3 UNIONS VALVE MACE' PI AN VIEW VIN/211.111111111[Iimiliiiima. Ilia lLIIll�illil t!Unit ��;i� III L�11�It I�j >• 1 1 :S ., ..:'' '. VALVE (LOCATE IN F T -25 USED) 10' (M■) VALVE BOX W/ LOCKING UD. EXTENSIONS AS REQUIRED. 1 1 S01 80 PVC 1 -1/4 .. 1, 3/4, 3/4. .LL 1-74 - 1-1/2" 3/4' 0 R R r., �� 1(3003343N � •O( 1/3 CU YD OF DRAIN ROC( AT BOTH ENDS OF —2()CI1 VAULT UNDER WEEP HOLE/SLOT 3/4` -- 10" (MIN) VALVE BOX W/ LOOONG UD. EXTEWSIONS AS REQUIRED. COPPER SWEAT TO THREADED FROM 2a MAINLINE NOT TO SCALE SAW CUT 6"MM ASPHALT, CONCRETE CR MASONRY PAVED O NOT TO SCALE SLEEVE TRENCHING TACK —SEAL JOINT ACTED NATIVE BACKFIU_ MATERIAL CRUSHED ROCI( BEDDING PVC SLEEVE NM MAN OR =ESL LATERAL 1. SLEEVE SIZE AS LINES SHOEN ON PLANS CR 2. SLEEVES CONTROLLER REQUIRED UNDER WIRES AU. PAVED AREAS ® LATERAL LINE NOT TO SCALE NOTES ADD PRESSURE REDUCING VALVE FINISH GRADE IP REQUIRED. O POINT OF CONNECTION: DOUBLE CHECK VALVE /BACKFLOW PREVENTER NOT TO SCALE MU ORB. - - IHIHIHIH. IIHIHI� IHIHIH� IHIHIH� z S 0 r FINISH PVC TRIPLE SUWNG JOINT & HEAD BACKFILL AROUND SYANG JOINT & HEAD W/ SAND PVC LATERAL LINE OVER EXCAVATE UNSUITABLE MATERIALS SCN 40 PVC MANURE �QUICK COUPLER VALVE BED AREAS NOT TO SCALE 1/4 0 CALV THREADED U —BOLT W/ NUTS & WASHERS (TYP) FINISH GRADE 10' (MIN) VALVE BOX W/ 'E LID (SEE BRASS QUICK COUPLER VALVE (SEE SPECS) 3.0F St —I/2 - WASHED ROCK OVER CEOTEXTRE FABRIC 6'LONG i SCH 80 PVC 5011 40 GALVANIZED TRIPLE SWING JOINT ASSEMBLY �. wow 5•Ew VALVE Box w/ LOCKING U . EXTENSIONS - -�1 /(i ouv THREADED U —BOLT w/ AS REQUIRED. I Y T 4 NUTS & WASHERS (TlP) SEE PLAN NOTES 1 3/4. /4' _north__ SCALE: I•• 20' __. .._ • (1) PRESSURE REDUCER w /STRAINER (IF REQUIRED) (LOCATE DOWNSTREAM FROM BACKFLOW PREVENTION DEVICE) NOT TO SCALE MA I l.I SHEET - 1_2.Z Mel GRADE 20' civo .. SEP 2 PERMU mot,,_ SLUNK DEMATTE ASSOCIATES ARCHITECTS AIA 1303 El AYSNORE HWY 0300 B URLIN0AME - CA - 04010 ® TEL (650) 602 -9011 wi . FAX (630) 892 -0181 ma CHANDLER S. EASON III VICE PRESIDENT AIA BLUNK DEMATTEI ASSOCIATES ARCHITECTS AIA 1555 AY SHORE HWY #300 BURLINGAME • CA • 94010 ri TEL (650) 692-9911 ri FAX (650) 692 -0181 tali