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HomeMy WebLinkAboutPermit L05-016 - ADAMS SCOTT - NORTHFIELD CAR WASH DESIGN REVIEWNORTHFIELD CAR WASH 14840 TUKWILA INTL BV L05 -016 City of Tukwila Department of Community Development Steve Lancaster, Director HEARING June,?3, 2005 NOTIFICATION: STAFF REPORT To the Board Of, Architectural Review Prepared June 9, 2005 Oh April 12, 2005, 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 oh the site May 8, 2005 'and notices were mailed to property owners and tenants within 500 feet of the property. A Notice of Public Hearing Was also published in the Seattle Times on the site on June' 9, 2005 (Attachment A, Certification' of Public Notice): FILE' NUMBER: L05-016-Public Hearing Design Review APPLICANT: Northfield' Car Wash OWNER: Northfield Ventures REQUEST: BAR approval for "the construction Of eight by self service car wash Const?Uetion Of a retaining wall and installation of landscaping. LOCATION: 14840 Tukwila Interna$ional Blvd. ASSOCIATED PERMITS Building Permits SEPA DETERMINATION: Determination of Non - Significance, issued June 8, 2005 COMPREHENSIVE PLAN DESIGNATION: Regional 'Commercial (RC) ZONE DESIGNATION: Regional Commercial (RC) STAFF: Brandon J. Miles, Assistant Planner ATTACHMENTS: A Certification of Publi Notice B: Aerial Photo of Site C: Building Plans D: Determination of Non-Significance, iSSUedTune 8, 2005 E: Applicant's ■Design Review Narrative Steven M Mallet, Mayor TUKW 01176 6300 Southcenter Boulevard, Suite #100 • Tukwila Washington ;98188 • Phone: 206 -431 -3670 o Fax: 206 -431 -3665 Staff Report to the BAR L05 -016 Northfield Carwash Page 2 of 10 FINDINGS Vicinity/Site Information Project Description Northfield Car Wash is proposing to construct and operate an eight bay car wash at 14840 Tukwila International Blvd. The car wash will be approximately 5,000 square feet and will include associated parking, landscaping, and vacuum cleaners on the east property line. Northfield Car Wash is currently operating a car wash facility at 14224 Tukwila International Blvd. The city identified the current car wash property as an important element in the Tukwila Village project. On September 17, 2005, the City entered into an agreement with Northfield Car wash to trade City land (the proposed site) for the existing facility. Existing Development The site is currently vacant land except for a billboard operated by Clear Channel Communications. The applicant is currently investigating if the billboard lease can be terminated. The site used to have a 1942 motor court on the site which evolved into a 17 unit apartment and office space. In 2000, the City demolished the structures on the site. Surrounding Land Uses The property is located along Tukwila International Blvd, a major arterial in south King County. To the north of the property is another vacant parcel which is currently used by a Taco Truck. To the south of the subject property is South Towne Auto Rebuild. The property is bordered by Tukwila International Blvd to the west. Various commercial businesses are located on the west side of Tukwila International Blvd. The property is bordered on the eastern edge by vacant residential land. (Attachment B: Aerial Photo of Site). Public Comments The City received no written comments regarding the proposed project. Planning Staff did speak with one individual regarding the possibility of retaining some of the trees on the site. The trees in question are three fir trees located near the sidewalk along TIB. Staff and the applicant investigated the possibility of retaining the three fir trees, however the existing water meter is located next to the trees. In order to extend water service to the new building, the three trees would have to be removed. The City provided a SEPA comment letter to the applicant on May 18, 2005 and the applicant addressed the City's comment in a submittal on June 3, 2005. The City issued a Determination of Non - Significance on June 8, 2005 (Attachment D: Determination of Non - Significance). TUKW 01177 2 Staff Report to the BAR L05 -016 Northfield Carwash Page 3 of 10 DESIGN REVIEW CRITERIA The property is zoned Regional Commercial (RC) and is located within the Tukwila International Blvd. Corridor. Per TMC 18.24.070 design review using the Tukwila International Boulevard Design Manual (TIBDM) is required for all new construction activities located within the Tukwila International Blvd corridor. Below are all of the sections in the TIBDM followed by a discussion on the project and the T1BDM. Additionally, the applicant has submitted a narrative of the project with a review of the TIBDM (Attachment E: Applicants Design Review Narrative). TUKW 01178 3 Staff Report to the BAR L05 -016 Northfield Carwash Page 4 of 10 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 property is somewhat irregular in shape. The north and south property lines are perpendicular while the east and west lines are at angles, matching the angle of TIB. The proposed building will be put at an angle on the property to run parallel with TIB. Two access points will be added along the northern and southern portion of TIB. The building on the site will function as a self - service car wash facility. Motorists will enter the site via one of the two access points. As they enter the site they will choose to enter one of the eight bays on the site. After using the car -wash, motorist will drive their cars forward through the car wash and can either choose to turn north and swing around the building and exit from the site or they can use one of the vacuum cleaners on the site before leaving. Four parallel parking stalls will be located along the western edge of the property near TIB. These parking stalls will be used by motorists drying their cars and by the staff of the car wash. A trash enclosure will be located along northeastern portion of the property. The applicant has proposed Type I landscaping along TIB, Type II landscaping along the south and north property line, and Type III along the eastern edge of the property. Additional landscaping will be added on the north elevation of the main building. The applicant has not proposed any pedestrian walkways on the property. 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 building will be set back approximately 40 feet from TIB. A small amount of parking will be located between the building and TIB. The City has recently added street landscaping and the applicant will install Type I landscaping along TIB. The Type I landscaping will help the proposed development create a distinct edge along TIB. TUKW 01179 4 Staff Report to the BAR L05 -016 Northfield Carwash Page 5 of 10 The TIBDM requires that at least one entry face towards a public right of way. All car wash bays have been oriented towards TIB. C. Street Corners Not applicable. D. Continuity of Site with Adjacent Sites 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 applicant's landscaping plan has incorporated the City's street trees into the design of the site. The proposed car wash facility will be about the same height as surrounding buildings. E. Shared Facilities As noted, the property will contain two access points from TIB. The southern access point will be a joint access with South Towne Auto Rebuild. F. Site Design for Safety The TIBDG encourages that new development sites minimize conflicts between drivers and pedestrians through the sitting of structures, location of circulation elements, landscaping design, and placement of signs. A car wash tends not to have a high number of customers who are pedestrians. This site will operate 24 -hours a day and often times the facility will not be staffed by car wash employees. A change machine will be located in the middle of the car wash building. The change machine will face towards TIB and the applicant has provided lighting around the change machine. All of the eight car wash bays will be visible from TIB. However, the vacuum cleaners, located in the rear of the building will be obstructed from view by the building. The applicant has provided a lighting plan for the facility. G. Siting and Screening of Service Areas A garbage collection point will be located along the northeast portion of the property. The dumpster will be screened from view by a six foot masonry wall. The exterior finish of the screening wall will match the exterior finish of the main building. TUKW 01180 5 Staff Report to the BAR L05 -016 Northfield Carwash Page 6 of 10 Landscaping will also be added around the dumpster location. H. Natural Features and Sensitive Areas Not Applicable I. Stormwater Detention Facilities Stormwater is water run -off associated with the impervious surface on the site and water run -off from the roof. It does not include the water that is used in the carwash. The project must comply with King County Surface Design Manual for both water quality and water quantity. The applicant will be installing three underground detention tanks to address these stormwater items. The water from the carwash operation is considered industrial waste and must be disposed of via domestic sewer. The applicant has provided down spouts at each wash bay to collect the water from the car washing operation. J. Pedestrian Circulation Pedestrian walkways will not be provided on the site. K. Pedestrian Amenities No pedestrian amenities will be provided on the site. L. Vehicular Circulation Motorists will enter the site from one of the two access points off of TIB. The car wash bays are parallel with TIB and which allows motorists to drive directly into one of the wash bays. A drive lane has also been provided to allow motorist to navigate in front of the car wash building. This drive lane will allow motorists to choose which wash bay to use or to exit the site. The wash bays are open both in the front and rear of the building. Once an individual has washed their car they can drive through the wash bay and drive around the facility and exit the site. Conflicts between pedestrian and motorists should be minimized since the site does not cater to pedestrian users. The TIBDM encourages limiting the amount of impervious surface on the site. The site property is small for a commercial site, only 35,198 square feet. About 97 percent of the site will be covered in impervious surface, either building or drive path. TUKW 01181 6 Staff Report to the BAR L05 -016 Northfield Carwash Page 7 of 10 K. Parking The applicant's proposed use is not clearly identified in the City's parking requirements. The applicant has provided four parallel parking stalls adjacent to the ten foot landscaping area along TIB. II. Building Design A. Architectural Concepts The applicant will be constructing a 5,000 square foot commercial building on the site. A symmetrical design is used to provide a unifying concept on the site. An architectural feature has been placed directly in the middle of the building. This feature is slightly taller than the remaining building and includes large windows along the second floor. The roof of each car wash bay is slightly curved to provide visual interest. B. Architectural Relationships The TIBDM requires that appropriate measures be taken to break up the apparent large scale of buildings located adjacent to residential zones. As was noted, the property to the east is zoned HDR. The applicant has broken down the scale of the proposed building by utilizing a distinctive roofline and articulation. The roofline of the proposed building will have a distinct slope, which is usually not typical of commercial buildings. The roof slope allows the building to blend with the structure on the property directly to the south. This structure is a house that was constructed in 1933 and is currently being used as an office. The house features a distinct roof slope that was typical for homes in the 1930s. Articulation has been provided in the building design by having the bearing walls appear as columns from the both the east and west elevations. The building also utilizes various "levels" to reduce the apparent size of the building. C. Building Elements, Details, and Materials The building is designed with a base, middle and top. The base consists of KLA -All Structural Brick. The bricks color composition will be 60 percent INCA (red) and 40 percent mountain blend (brown and off gray). The use of the brick extends eight feet up the walls. The exterior of the middle portion of the building is cement plaster finish, painted driftwood beige. TUKW 01182 Staff Report to the BAR L05 -016 Northfield Carwash Page 8 of 10 A one -inch by ten -inch wood trim will be added over each of the entrances to the wash bays. These trims will be painted silver dollar in color. Horizontal reveals will be added just above the trims over the wash bays. These reveals will be painted driftwood beige. The roof will be constructed of asphalt roof shingles. D. Pedestrian Oriented Features The building has been designed to include an overhang at the employee entrance. However, no pedestrian features have been included in the design of the building or site. E. Mechanical Equipment All mechanical equipment will be placed within the building. III. Landscape Design A. Landscape Design The perimeter landscaping requirements in the Regional Commercial zone are as follows: Front -ten feet Sides -ten feet Rear -ten feet if within 50 feet of LDR, MDR, or HDR zone. The applicant has submitted a landscaping plan that indicates that a 14 -foot landscaping strip of Type I landscaping will be installed along TIB. The purpose of Type I landscaping is to enhance Tukwila's streetscape, provide visual separation between uses and zoning districts, screen - parking areas, and allow views to building entryways and signage (TMC 18.52.030 (A)). The TIBDM encourages the applicant to reinforce and compliments the City's plantings in the public right of way. The landscaping strip along TIB will include tree species that match the City plantings in the sidewalk. The applicant will install Type III landscaping along the rear of the property. Type III landscaping is needed due to the presence of residential units on the east side of the property. The purpose of Type III landscaping is to provide extensive visual separation between industrial and residential areas (TMC 18.52.030 (C)). Along the north and south property lines, the applicant will install Type II landscaping. The purpose of Type II landscaping in this location is to provide a moderate visual separation between uses. A small landscape area will be provided just north of the building. TUKW 01183 8 Staff Report to the BAR L05 -016 Northfield Carwash Page 9 of 10 Irrigation will be installed in all landscaping areas. B. Planting Design The applicant has selected tree and shrub species that are native to the Pacific Northwest and that are drought tolerant. The TIBDM encourages, where possible the retention of existing trees. There are currently 25 trees located on the site. The species of these trees include, hollies, junipers, evergreens, fir, poplar and rhododendron. Only six of the trees on the site will be retained. As was noted there used to be a trailer motel located on the site. The trees remaining on the site are remnants of that old motel. Many of the trees are not suitable for an urban environment. Additionally, some of the trees must be removed for the site work for the project. A condition has been provided to insure that trees that are to be retained are not damaged during construction activities. IV. Signs The applicant has proposed one monument style sign along TIB and a wall sign on the front fascia of the building. A separate sign permit will be required for the placement of the signs. The applicant will have to comply with the regulations of TMC Chapter 19 "Sign Code ". The sign must also be consistent with the approved design review application. Staff has provided a condition to address this item. CONCLUSION I. Site Design A. The site has been arranged in a clear and concise manner for patrons using the site. The building has been located in an appropriate location and placement of landscaping around the site helps to screen the car wash from incompatible uses. B. Pedestrian Walkways are not needed for the proposed use. The use will strictly cater to individuals using cars. Additionally, the site is unmanned and thus there is no need to provide walkways for employees. C. The lighting plan provided by the applicant is in compliance with the City's lighting standards laid out in the TIBDM. D. The TIGDG encourage buildings located near the street. However, since the use is a car wash it is not feasible to locate the building along TIB. E. The ten -foot landscaping area along TIB will provide separation between pedestrians on the City's sidewalk and the proposed use. The ten -foot landscaping will also screen the car wash parking from TIB. TUKW 01184 9 Staff Report to the BAR L05 -016 Northfield Carwash Page 10 of 10 II. Building Design A. The architectural design of the proposed building demonstrates a unifying concept, clear organization, and a consistent architectural style. B. The applicant's proposed materials are consistent with the TIBDM goals of using high quality durable materials. F. The building is appropriate in size and scale with surrounding buildings. G. The applicant has provided adequate measures to screen service areas and garbage collection areas. H. The amount of impervious surface (both building and drive path) on the site is the minimal necessary to provide both function and usability. I. Required minimum parking is not required for the proposed use. The facility is typically unmanned and the use does not require that customers leave their cars. In fact customers must stay with their cars in order to use the facility. 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 Tukwila International Blvd. C. The landscaping will provide a buffer between the proposed commercial operation and the adjacent vacant residential land. III. Sign A. RECOMMENDATIONS A monument sign is an appropriate sign for the proposed use, provided the sign meets the City's sign code regulations. Additionally, a condition needs to be imposed to insure that the signs materials are harmonious with the approved building design. Staff recommends approval of the Design Review application with the following conditions: 1. Prior to issuance of any building permits, the applicant shall demonstrate that the proposed project shall meet the standards in TMC 8.22 "Noise ". 2. During construction activities, the applicant shall install tree protection fence around all trees that are to be retained on the site. The fence must be placed one foot away from the trunk for every inch in diameter of the tree being protected. 3. The materials of the base of the monument sign must have the same appearance as the base of the car wash building. TUKW 01185 10 I, Brandon Miles, for the City of Tukwila hereby certify that public notice for the Northfield Carwash L05 -016 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 a ,_____> qi5jos 1 <; ,r Bran on Miles, Assistant Planner Date: STATE OF WASHINGTON) ) ss. ) County of King CERTIFICATION OF PUBLIC NOTICE April 12, 2005 Tukwila International Blvd April 12, 2005 June 9, 2005 May 8, 2005 Tukwila International Blvd May 8, 2005 curate accounting of the public notice provided for the project. This is to certify that on Zur►2, / 3 , 2005before the undersigned Notary Public, personally appeared Brandon Mi les 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. D Fq��' , , Q • \ssi A ' •.).- #, v �OTA 9N i , om : P UBL1G . : iiit OF wA.S zr 1. Notary Public in and for Me State of Washington, residing at: Renfor, My Commission Expires: 6- )b -0$ ATTACHMENT A TUKW 01186 TUKW 01187 ATTACHMENT B .i GENERAL NOTES VICINITY MAP I. ALL WORK IS NEW UNLESS O1'MERWISE INDICATED. 2. SURVEY DIMENSIONS: DIMENSIONS OF THE SITE CONDITIONS ARE FROM A SURVEY BY OTHERS THE ARCHITECT BEARS NO RESPONSIBILITY FOR ACCURACY OF SURVEY. S EOSTING UTILITY LOCATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR VEBFICATION OF THE SIZE AND LOCATION OF ALL COSTING UNDERGROUND AND ABOVE (ROUND UTILITIES. EXISTING MUTES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING UTILITIES. 4 BUILDING CODE ALL CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE AND SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS. PROECT WU. COMPLY WITH THE 2003 IBC. IPC. IMO PC. AND 2004 WASHINGTON STATE ENERGY AND VENTILATION AND INDOOR AIR DUALITY CODE, AND ICC /ANSI 117.1 FOR BARRIER FREE ACCESSIBILITY. 5. FED VERIFICATION: DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS WRITTEN DIMENSIONS GOVERN. GENERAL CONTRACTOR TO VERIFY ALL DMMENSIONS. IN THE EVENT OF CONFLICTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 6. REQUESTED CHANGES TO THE APPROVED PLANS: ALL REQUESTED CHANGES SHALL BE PREPARED BY THE PROJECT ARCHITECT AND SUBMITTED TO THE BUILDING OFFIOAL FOR AAPPPpRROOVVAL. COPIES OF SUCH APPROVALS SHALL BE AT THE JOB SITE PRIOR TO COMMENCEMENT OF WORK. A MINIMUM OF TWO WORKING DAYS SHALL BE EXPECTED FROM APPUCAI1ON TO THE ISSUANCE OF APPROVAL OF CHANGES ALL REQUESTS FOR CHANCES SHALL HAVE THE PROECT ADDRESS AND PERMIT NUMBER. 7. DEMOLITION: WHERE ITEMS ARE NOTED TO BE REMOVED. THERE WILL BE COMPLETE UNLESS O RYISE NOTED. S PATCHING AND REPAIRING TO MATCH THE ADJOINING SURFACES. 8. DIMENSIONS ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY. FACE OF SHEATHING AT EXTERIOR FRAMING. FACE OF FINISH AT EXISTING FINISHES. CENTERLINE OF COLUMNS AND GRIDS. AND CENTERUNE OF OPENINGS AND PARTITIONS, UNLESS OTHERWISE NOTED. 9. OWNER 9UPPUED ITEMS: THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL OWNER CONNECTIONS PLIWQLDIN MECHANICAL AND ELECTRICAL INCLUDING STUB -OUTS FOR FUTURE WORK 10. ROUGH-TN DIMENSIONS VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY THE CONTRACTOR. SUBCONTRACTOR OWNERS OR OTHERS. 11.q.FR SYSTEM: AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO. 13. AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY EACH JURISDICTION FIRE CHEF SHALL BE INSTALLED. II. MAX FLAME SPREAD CLASS FOR B OCCUPANCY TO BE AS FOLLOWS: FOR VERTICAL EXITS AND EXIT PASSAGEWAYS CLASS A (FLAME SPREAD INDEX 0-29 SMOKE-DEVELOPED INDEX 0-450): FOR DOT ACCESS CORRIDORS AND OTHER EOTWAYS CLASS C (FLAME SPREAD INDEX 76 -20R SMOKE -DEVELOPED INDEX 0 -450) ROOM AND ENCASED SPACES: CLASS C (FLAME SPREAD INDEX 76 -200: SMOKE - DEVELOPED INDEX 0 -450) 12. OCCUPANCY: NO BUILDING OR PORTION CF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. 'NO EXCEPTIONS." APPROVAL OCCUPANCY IS OILY GRANTED AFTER PUBLIC WORKS, PLANNING. F FIRE MARSHALL AND BUILDING OFFICIAL ACCEPTANCE BY 13 SHOP DRAWINGS PRIOR TO SHOP FABRICATION OF MATERIALS OR ORDERING OF MANUFACTURED ITEMS. PROVIDE SHOP DRAWINGS AND /OR MANUFACTURE'S DATA FOR REVIEW BY ARCHITECT. 14. ALL PIPING, CONDUITS AND DUCTS SHALL BE FURRED -IN IN ALL FINISHED ROOMS. 15. PROVIDE BACKING IN WAILS AS REQUIRED FOR INSTALLATION OF WAIL- MOUNTED ITEMS. 16. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES. OPENINGS BETWEEN WALLS AND FOUNDATION. BETWEEN WALLS AND ROOF AND WALL PANELS: OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS: AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED. CAULKED. GASKETED OR WEATHER- STRIPPED TO LIMIT AIR LEAKAGE. WSEC 1314 ABBREVIATIONS AG, ACOUS ACOUSTICAL ADA ABLE ADJACENT ANOD. ANOD® APERCIX. APPROOMATE ASTI 80. DOARD) BLDG 9mDNG 6M • B G D DOT. Don al co CATCH BASIN CL CAST IRON CAST d CENTER UNE. CLEAR. C.O. CEARG dlU OO IOETE MA96NY • WLIORN CO. coNC CONCRETE CLINT. CONmIIas CONSUL CONSTRUCTION CINTR CONTRACTOR C.T. CRAWL 111E OBI. DOUBLE OA. DETAIL D.F. DRINKING FOUNTAIN OUNTAIN ORWQ QRIIIIDRC U.S. EXTERIOR RNISH MTEM W.S. EXTERIOR INSULATION & BEY. ELEVAIIOELEL DEC. ELECTRICAL ENCL ENCDSIWE EQ. EQUAL. DIN. EXHAUST DIST. DIETING DP. ETPAN9C91 EXT. EXTERIOR F.D. ROOT DRAIN FON FOUNDATION FF FACTORY FINISH FINS RAT HEAD SCREW EL RAOR FL0. FURMBIED & INSTALLED BY OWNER FRP.P. MDR REINFORCED PLASTIC FIG. FOOTING PANEL(S) GA GAUGE CALIF. GALVANIZED GL GALVANIZED IRON ay GYPSUM LATH & PLASTER • cyPsal GYPSM BOAR H.B. HOSE E® KC. HANDICAPPED HM. HOIDW METAL HORN H AL HT. HEIGHT HO. JT. /JTS. JONT.JOINTS L LONG, LENGTH LAM. LAMINATE. LAMINATED L F. LINEAR FOOT. LINEAL FOOT mfg. UDR WEQHT MAE MASONRY MAx uAXHMuII AIETAL c c .A L SUPPLER Vast MMEG. METAL R.O. . M.H. O MANUFACTURER SCE. Mk _ 9n. MASONRY OPENING uu V L. MOIS RESISTANT 5.01C. M�Tc. 4� � NOM. NOT NOMNA SST N.T.S. NOT TO SCALE SRI. 0.A OVERALL STL 0.0 ON CENTER SIRUCT. OR OVERHEAD SUSP. CPO. OPENONG DS. (PP. OPPOSITE T PIN. PARTITION TAB POP. PERPENDICULAR TEL fl. PLATE PROPERTY UNE T. Pula PLASTIC LAMINATE T&G REM TYP. PAL. PANEL G UTL. PR. PAIR U.B.C. PROJ. PROJECT U.O.N. PRV PRESSURE REDUCING V.C.T. VALVE L PT. PONT QT. QUARRY TIE /0 0111. QUARTER R RADIUS W RD. ROOF ORAN RL RAIN LEADER JL RECD. REXIVED REF. REHGERATCR �y MINE REIFIRCNG '3 9P" E� �L T y" Elirintilllit SHEET INDEX DATA A0.1 COVER SHEET G1.0 ACCESSEUTY & CODE DATA CIVIL: CI SITE PLAN C2 OETIALS AND NOTES C3 DETAILS C4 DETAILS C5 GRADING. EROSION. & 'ESC LANDSCAPE: 1.1.1 PLANTING PLAN ARCHITECTURAL AI.I ARCHITECTURAL STE PLAN A21 1ST / 2ND FLOOR ROOF PLANS A2.2 ROOF / REFLECTED CEILING PLANS A3.1 EXTERIOR ELEVATIONS A4.I BUILDING SECTIONS A4.2 WALL SECTIONS A5.1 DOOR / WINDOW / RoOM FINISH SCHEDULES A6.I DETAILS A6.2 DETAILS STRUCTURAL 50.1 STRUCTURAL NOTES 50.2 FASTENING SCHEDULE S1.0 FOUNDATION & SECOND FLOOR FRAMING PLAN S2.0 ROOF FRAMING PLAN 53.0 DETAILS 54.0 DETAILS 55.0 SECTIONS 56.0 DETAILS 57.0 ELEVATIONS MECHANICAL/PLUMBING: MI FIRST FLOOR PLUMING & HVAC M2 SECOND FLOOR PLUMING & HVAC ELECTRICAL El ELECTRICAL STE PLAN E2 POWER / COMMUNICATIONS PLANS E3 UGHITNG PLANS E4 PANEL SCHEDULES REQUIRED ROUGH OPEa1c SOEDULE SCUD OGRE SHEET SWEAR SUPPLED & INSTALLED BY OWMER SUPPLIED BY OWNER INSTALLED BY CWTRACTOR SPECIFIED SQUARE SERVICE SNR. SANITARY SEWER STAINLESS STEEL STANDARD STEEL STRUCTURE STRUCTURAL SUSPENDED SYSTEM TREAD. TOP TOP & 8OTTdM TELEPHONE TES TONGUE & GROOVE TEMPERED GLASS TYPICAL UTUTY UtAFCRU BUILDING GIBE UNLESS OTHERWISE NOTED VVIpNtli. COMPOSITION TILE CAL YA nHOUT ATERROOF EA TER RESISTANT QED WORE MESH BRED WIRE FABRIC YARD DRAIN O MsEWORK TYPE HUD ANSI CEILING TYPE CEILING HEIGHT HT Q CONSTRUCTION STAONG NOTES DEMOLITION NOTE DESIGNATION DOOR CO DS TO ROOM NUMBER WERE DOOR OCCURS) DOOR SUFFIX WERE MULTPLE DOORS OCCUR) DETAIL 69QIAnl1N SHEET WHERE DETAIL IS • REFERENCE OR DIMBNSON POINT EXTIBRIOR R TIDE (DE (DESIGNATED ED BY BY NuUeER) SHEET NWMEER NEW BUILDING NORTHFIELD SELF - SERVICE CAR WASH 14840 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA PROJECT DIRECTORY OWNER NORTHFIELD VENTURES. LLC P.O. BOX 68016 SEATTLE. WA 98168 TEL: (206) 242 -5169 FAX: (206)406 -9274 CONTACT - ANDY BERG ARCHITECT: MAGELLAN ARCHITECTS 15600 REDMOND WAY, STE. 101 REDMOND. WA 98052 TEL: (425) 885 -4300 FAX (425) 885 -4303 CONTACT - PEDRO CASTRO CONTRACTOR MIW.ENNIUM CONSTRUCTION. INC. 16625 REDMOND WAY /207 REDMOND. WA 98052 TEL: (426) 881 -7586 FAX (425) 881 -6944 CONTACT - DOUG JOHNSON CIVIL: CHS Engineers. LLC. 12507 BEL -RED ROAD SITE 101 BELLEVUE. WA 98005 -2500 TEL: (425) 637 -3693 FAX (425) 637 -3694 CONTACT - LARRY McANDREWS GEOTECHNICAL CEO, INC 5418 159TH PL NE REDMOND. WA 98052 TEL: (425) 883 -6889 FAX (425) 867 -9664 CONTACT - GLEN MANN TRAFFIC: T9 TRANSPORTATION SOLUTIONS 8260 165TH AVE, NE. STE. 100 REDMOND: WA 98052 TEL: (425) 883 -4134 FAX (425) 867 -0898 CONTACT - DAVID MARKLEY LANDSCAPE TERRAFORMA DESIGN GROUP 5212 37TH AVE SW SEATTLE. WA 98126 TEL: (206) 923 -0690 FAX (206) 923 -3607 CONTACT - A(EMI SAKAIDA STRUCTURAL K.M. MAW ASSOCIATES 810 3RD AVE /352 SEATTLE, WA 98104 TEL: (206) 624 -7146 FAX (206) 233 -9271 CONTACT - ICE MAW MECHANICAL ABOSSEIN ENGINEERING 1844 114TH AVE. NE BEU.EWE. WA 98004 TEL: (425) 462 -9441 FAX (425) 462 -9451 CONTACT - ALEX ABOSSEIN ELECTRICAL: CASE ENGINEERING 10009 MAIN ST. BOTHELL WA 98011 TEL: (425) 402 -9400 FAX (425) 402 -9402 CONTACT - MICHAEL CASE LEGEND OF SYMBOLS S26 0 GRID NOW DESIGNATION (ALPHABET ) VOCATION OF OOIECTIONS INDICATION a ACPE DIRECTION R0�1 NAME ELECTFHJIL ROO.1 { NOME I ROOM NUMBER WALL TYPE (. DENOTES Soto NSLAIED) lanatcR WINDOW TTPE CASEWORK DESIGNATION SHE WHERE DETAIL IS SHEET KEY NOTE D A Omani ELEVATION IRJMBEN 9 4-WALL FRENTAIII N C SLEET WHERE INTERIOR ELF/. IS SIO WALL NIB FOUNDATION SECTION SHEEP WAIL SECTION amyl O IFH SHEET WHERE BUILDING SECTION IS SHOWN PROJECT INFORMATION PROJECT NAME: NORTHFIELD CAR WASH PROJECT ADDRESS: 144840 TU 1 LA I BLVD. TAX PARCEL NUMBER 0041000130 LEGAL DESCRIPTOR PARCEL C THAT PORTION OF LOTS 8, 27, AND 28 IN BLOCKS 2 OF FIRST ADDITION TO ADAM'S HOME TRACTS. AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 60. RECORDS OF KING COUNTY. DESCRIBES As FOLLo BEGINNING AT THE LNIERSECTION OF THE NORTH UNE OF SOUTH 150TH SIIQL1 AND THE EASTERLY LINE OF STATE ROAD NO. 1. THENCE NORTH 1828'40' EAST ALONG THE EASTERLY LINE OF SAID ROAD 126.43 FEET TO THE TRUE POINT OF BEGINNING WHICH IS ON THE NORTH LINE OF THE SOUTH 120 FEET OF SAID LOTS 27, AND 28 AS MEASURED ALONG THE EASTERLY UNE THEREOF, THENCE SOUTH 89'4410' EAST ALONG SAID NORTH LINE 190.31 FEET TO A PINT ON THE EAST LINE OF LOT 27 AND WHICH IS 120 FEET NORTH OF THE SOUTHEAST CORNER THEREOF. THENCE NORTH 00'33'50' WEST ALONG THE EAST LINE OF LOTS 27 AND 8. A DISTANCE OF 220.39 FEET. THENCE NORTH 89'40'10' WEST 114.60 FEET TO THE EAST LINE OF STATE ROAD NO. 1. THENCE ON SAID EAST LINE SOUTH 18'28'40' WEST 232 FEET TO THE TRUE POINT OF BEGINNING. AND THAT PORTION OF LOT 26 IN BLOCK 2 OF SAID PLAT. DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SOUTH 150TH STREET AND THE EAST UNE OF STATE ROAD NO. 1 (HIGHWAY 99). THENCE NORTH 18•8'40' EAST, ALONG THE EASTERLY UNE OF SAD ROAD. 126.43 FEET TO POINT WHICH IS ON THE NORTH LINE OF THE SOUTH 120 FEET OF SAID LOTS 27 AND 28 AS MEASURED ALONG THE EASTERLY LINE THEREOF. THENCE SOUTH 89'4410' EAST. ALONG SAID NORTH UNE. 190.31 FEET TO A POINT ON THE EAST UNE OF LOT 27 AND WHICH IS 120 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, THENCE NORTH 0033'50' WEST ALONG THE EAST LINE OF LOT 27, A DISTANCE OF 55.89 FEET TO THE TRUE POINT OF BEGINNING. THENCE NORTH 00'33'50" WEST ALONG THE EAST UNE OF LOT 27, A DISTANCE OF 137.48 FEET TO THE NORTH UNE OF LOT 27, THENCE EAST 23.30 FEET ALONG THE NORTH UNE OF LOT 26 WHICH LINE IS A PROLONGATION OF THE NORTH UNE OF LOT 27. THENCE SOUTHWEST 139.06 FEET TO THE TRUE POINT OF BEGINNING. (ALSO KNOWN AS LOT A OF LOT LINE ADJUSTMENT NO. 983059. RECORDED UNDER RECORDING NO. 8901180986) REF. RECORDING NUMBER 2001222000514 SITUATE IN THE OTT OF TUKWILA. COUNTY OF KING, STATE OF WASHINGTON JURISDICTION QTY OF TUKWILA BUILDING CODE: INTERNATIONAL BUILDING CODE. 2003 EDITION OCCUPANCY CLASSIFICATION B CONSTRUCTION TYPE: V - ZONING: RC SITE ARIA 35.458 S.P. (.81 ACRES) PROPOSED FLOOR AREA• 1ST FLOOR 2ND FLOOR TOTAL PARKING REQUIREMENTS: PROPOSER 11 MAX BUILDING KBGHT: ALLOWED: PROPOSED: 4.193 S.F. (365 S.F 5.058 S.F. 29' -2' PROMPT DESCRIPTION: BUILD A NEW (8) BAYS SELF-SERVE CAR WASH ATTACHMENT C TUKW 01188 REVISIONS BY SCALE: AS NOTED PLOT DATE: 06/13/05 DATE: 06/14/05 CAD FILE: 03- 063A01 JOB NUMBER: 03 -063 CHECKED: PANIC DRAWN: SEA, HL STATUS: PERMIT COVER SHEET A0.1 D e • t — 8 N A P A 4 A C, f1 2 m z V 4 C b 0 D v U a ti rn N II 0 NORTHFIELD CAR WASH NEW BUILDING 14840 TUKWILA INTERNATIONAL BLVD TUKWILA, WASHINGTON 98029 Magellan ARCHITECTS 15800 Redmond Way, Suite 101 Redmond, Washington 98052 Tel (425) 885.4300 Fax (425) 8854303 mvw.magellanarchilecta.com Caps 0 2004 Magellan Associates PLLC Aa Ayh1s ...nod. The documents prepared by the Architect for thl. protect m. .,.wm.nte of the Architect'. taroks Ier ma wady elm romml to this protect. No port of Mb plan may be owlet, reproduc.A, or trer.mitt.0 In any farts to by my m.u,., .kctrmk or m.monievl (Including phatacapfln0, rmardi,p, or my infarmatler reds. system), without the express mitten approval of Monsoon A..aaeln rNLC. Na deffrattm MM. of mI, pi be mass without prior written permission. n,. n m of Unit Ut of pier. tiNe. the pwcha.o to bot I. lot f pl . far the tenswclm of mly ma tling. iM pu a00 1 11on o l l(.) pion Dan n t mLtn. u. pu.el�nv of la <m,wae ee mm . am . m. ao.amg . c a n C n U GRUA HP 2 14 Eii X22 gi 1 X Z m m rn a 1 m z z 5 O I 1 p p 4 I a A CI 0 ® 0 I9 IA CI Is a lA Rg� Ail o! 9 0: N 1 S u a a a 9 a a a il iAsJ m; 1 am 1 N N f PACIFIC HWY SOUTH NORTHFIELD CARWASH for Magellan Architects TUKWIIA, WA A a i a TERRAFORMA r DESIGN GROUP, INC. CIYL ENIANEER NO d: L NOSCAPE ARCIIIECURQ 521Z 3716 Aram, SW 5.8U. WA 95126 pnmv 205.923.959U 1a. 500.9285507 ernap ameaSlmiwmad..lp,gv,q.aan 06 -13-05 311103119S 1NVld of DECIDUas uEaaas EVERGREEN °fatuous Mill 111 EVERGREEN IEaawus EVERGREEN I Dumas I 111 DERGREEN Eva:GREENI I WPI poeutt Poa.R R DM i CEDAR POPLAR I H 44 Hoo RDIO D REYOyFD ono; 13336 NINA NN li ova) DYED DYED EIP (WED EYED 8318 NED OVEO GRUA HP 2 14 Eii X22 gi 1 X Z m m rn a 1 m z z 5 O I 1 p p 4 I a A CI 0 ® 0 I9 IA CI Is a lA Rg� Ail o! 9 0: N 1 S u a a a 9 a a a il iAsJ m; 1 am 1 N N f PACIFIC HWY SOUTH NORTHFIELD CARWASH for Magellan Architects TUKWIIA, WA A a i a TERRAFORMA r DESIGN GROUP, INC. CIYL ENIANEER NO d: L NOSCAPE ARCIIIECURQ 521Z 3716 Aram, SW 5.8U. WA 95126 pnmv 205.923.959U 1a. 500.9285507 ernap ameaSlmiwmad..lp,gv,q.aan 06 -13-05 311103119S 1NVld SCALE: AS NOTED I PLOT DATE: 06/13/05: DATE: 06/14/05 CAD FILE: 03- 063A31 JOB NUMBER: 03 -063 CHECKED: PAMC DRAWN: SEA, HL STATUS: PERMIT O SOUTH ELEVATION O WEST ELEVATION Hr = EAST ELEVATION O NORTH ELEVATION 113'.1' rin 111111111111111111111h " MEL 25'.2 V2' AFF T.O. PLATE 12'-6' AF BD FRMtlNb 6'-0' AFP. SILl%GONG. COLJRdi r O E1 0 0 0 KLY NV I t5 4' CONCRETE BASE. TYPICAL KLA -ALL STRUCTURAL BRICK, 60% INCA 40E MOUNTAIN BLEW. TYPICAL CEMENT PLASTER FINISH. MATCH OLYMPIC SOLID COLOR STAIN 'DRIFTWOOD BEIGE'. TYPICAL 1X10' BUILT -UP WOOD :RIM, STAINED OLYMPIC SOLID COLOR STAIN 'SILVER DOLLAR'. TYPICAL I /2' TI -11, STAINED OLYMPIC SOLID COLOR STAIN 'DRIFTWOOD BEIGE'. TYPICAL WEATHER RESISTANT DRAWABLE BLADE LOUVER 2X8 FACIA WITH 014 TRIM, STAINED OLYMPIC SOLID COLOR STAIN • RLVER DOLLAR'. TYPICAL ASPHALT ROOF SHINGLES. TYPICAL ROOF VENT. TYPICAL CMU VACUUM ISLAND BASE. 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A A A A A A A A A a A A A A A a A A a s A a a A A a a A AA A A A A A A A A A A A A A A a • A A A A A .3 A a a A A .3 .2 .2 a A A A A a A A a a a A A A A .Z A a A . 7 . 2 . 3 . 3 . 7 . 3 . 3 a A a a 3 3 .3 .5 .3 .3 .3 3 .3 3 3 ^ A a A a a a a a ‚ $ 3 3 .3 3 a a City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 File Number: E05 -004 Applied: 03/10/2005 Issue Date: 06/08/2005 Status: APPROVED DETERMINATION OF NON - SIGNIFICANCE (DNS) Applicant: SCOTT ADAMS Lead Agency: City of Tukwila Description of Proposal: Development of a new eight bay self service car wash facility at 14840 Tukwila International Blvd. The facility will also feature self service vacuum cleaners located on the eastern edge of the property. The new building is approximately 5,200 square feet in area. A majority of the site will be paved and additional landscaping will be installed. A four foot tall retaining wall will be constructed on the east property line. The project will required the cut and fill of 1400 cubic yards. Location of Proposal: Address: 14840 TUKWILA INTERNATIONAL BL TUKW Parcel Number: 0041000130 Section/Township/Range: 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 61 a )., 05 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 doc: DNS ,4.2. 8 2-o0 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 43.21 C.075) TUKW 01194 E05 -004 Printed: 06-02 -2005 A TT A !''LTA41'1VT r Response to Tukwila International Boulevard Decision Criteria 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. Site is laid out to pmcide a counterclockwise czn'ulation to flow easily lrorrr the sheet, through the building, and back out again. b. Relationship to Street Front 1. Organize site design elements to create a distinct street edge, and minimize parking between structures and street. Lurdrarping and grading an used to de/ine street edge and majority of parking is located to sear o� building. 2. Orient at least one building entry to a major public street. Front of building is clearly defined and laces strrel. c. Street Corners L Emphasize the importance of street corners through building location, the provision of pedestrian access, special site features and /or landscape features. ,Vile is not located at a caner. 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. Building mass and setback is similar to adjacent sites. 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 Site has a shared access with the site to the south. 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. Pedestrian t rcnlation is minimal due to the nature of the business. 2. Design and site structures to maximize site surveillance opportunities from buildings and public streets. Structure will be easily visible from the street. 3. Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public areas. bighting will be provided at all of the bays and vacuum islands. 4. Design landscaping so that long term growth will not interfere with site lighting and surveillance. Landscaping is al perimeter and will help semen lihting fiom adjacent sites but will not bkck lighting to the interior of the site. 5. Use durable, high quality materials in site furnishings and features for ease of maintenance. Maintenance is of the highest concern fir this type of business and all elements will he Made as vandal pronf as possible. ATTACHMENT E TUKW 01195 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 / recycling area is enclosed with a 6' high structural brick wall. 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. .Existing poplar trees are shedding branches and are unsafe so they will be removed. The rest of the perimeter trees will saved. There are no wooded areas, wetlands; or waterronrses on or near the site. 2. Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. There are no significant hillsides. 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. Neither swales nor ponds are appropriate for a site of this Jrnall sitie. j. Pedestrian Circulation 1. Provide paved pedestrian walkways that connect all buildings and entries of buildings within a site. There is only a single building with a single entry. 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. Car wash is unattended and has no amenities that would attract pedestrians: I he use is exciuiive /y r'ehiciular. 3. Provide pedestrian connections from the on -site pedestrian network to walkways on adjacent properties and to other off -site destinations, where feasible. There is no on -site pedestrian network 4. Support pedestrian movement between properties and from private property to public right -of -ways by providing facilities that traverse natural or man -made barriers, where appropriate. The existing side walk is sufficient due to the vehicular orientation of the Imposed use. 5. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. 7'he proposed use will not be a transit destination. 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. .Landscaping is being provided alongside walk. The interior of the site is not an ideal pedestrian envirvrnment due to the nature of the use. 1. Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. Pedestrian traffic will be very minimal. 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. TUKW 01196 There is a single access at the north end and a shared access at the south end. Site cinxrlation f llows a simple counterclockwise cirrrrlar patter7i. 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. Parking demand for this use will he minimal without any additional measures. 2. Building Design 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 building has a pitched roof and brick and stucco walls that has a small commenial f el but is very durable. 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. There is only one building on the site. 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. The building shares characten sties with the building to the south and will help to enhance the design quality of the immediate area. 2. Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and located adjacent to residential districts The building is not large in scale and is significantly set back, firm the residential property to the east. 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). The site is not located on an intersection. 2. Relate the design and scale of building elements and details to the building's overall form and massing. The building has been detailed in appropriate manner to be in scale with itself 3. Employ architectural details that are appropriate to the architectural character of the building. Details are typical for the style of building 4. Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. Base of building is structural brick with traditional stucco over cm above. 5. Integrate the design and placement of exterior lighting with the architectural design and materials. .Exterior wall sconces will be used over each hay to provide lighting, for security and to enhance the rhythm of the building 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. Center bay facade is broken up through the use of duff rent materials and articulations. TUKW 01197 2. Provide special treatment for large blank walls (see Definitions) that are visible from pedestrian walkways and parking areas. 7 Isere are no large blank walls. 3. Enhance building entries through the use of weather protection, landscaping, pedestrian amenities and /or distinctive architectural features. The first floor entry is setback from the plane of the fawde with an open covered area. e. Mechanical Equipment 1. Locate and /or screen roof - mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. "I heir will be no roof mounted equipment. I Je nts and louvers have been inttgr-ated into the fiicade design to minimise impact. 2. Locate and /or screen utility meters and other ground level utility equipment to minimize visibility from the street. ./UI utility meters are located inside of landscape planting beds. 3. Landscape Design a. Landscape Design 1. Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. Trees have been selected to match or enhance to the street tires. 2. Develop a landscape design concept hat reinforces site design and fulfills the functional requirements of the development, including screening and buffering. Perimeter landreapins has been designed to meet the screening criteria o f the tioninn code. 3. Ensure that the landscape design reinforces and complements plantings in the public right -of -way. See number one. 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. 2. Incorporate existing significant trees, wooded areas, and /or vegetation in the planting plan where they contribute to overall landscape design. The majority of the evirting perimeter trees have been retained TUKW 01198 September 27, 2006 Howard Lee 15600 Redmond Way #101 Redmond, WA 98052 RE: CORRECTION LETTER #5 Development Permit Application Number D05 -203 Northfield Carwash —14840 Tukwila International BI Dear Mr. Lee: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Jennifer Marshall Permit Technician encl xc: File No. D05 -203 T:U.inks\Docs\D05- 203\D05 -203 Correction Ltr #5.DOC jem DATE: PROJECT: PERMIT NO: PLAN REVIEWER: P: Joanna/D05 -203B PUBLIC WORKS DEPARTMENT COMMENTS September 26, 2006 Northfield Car Wash 14840 Tukwila International Blvd D05 -203 Contact Joanna Spencer (206) 431 -2440 if you have any questions regarding the following comments. 1) Your response to PW comment letter dated August 14, 2006 is incomplete, items no.3 and 4 need to be addressed. Enclosures: PW Comments dated August 14, 2006 and May 12, 2006 May 16, 2006 Howard Lee 15600 Redmond Way #101 Redmond, WA 98052 RE: CORRECTION LETTER #3 Development Permit Application Number D05 -203 Northfield Carwash —14840 Tukwila International BI Dear Mr. Lee: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Building, Fire, and Planning Departments have no comments. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Jennifer Marshall Permit Technician encl xc: File No. D05 -203 T:\Links\Docs \D05- 203\D05 -203 Correction Ltr #3.DOC jem PUBLIC WORKS DEPARTMENT COMMENTS www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards DATE: May 12, 2006 PROJECT: Northfield Car Wash 14840 Tukwila International Blvd REVIEW #: 2 PERMIT NO: D05 -203 PLAN REVIEW: Contact Joanna Spencer at (206)431 -2440 if you have any questions regarding the following comments. 1) Please execute the attached Hold Harmless Agreement for Right -of -Way Work. Notarized signature on page 2 of 4 is required. 2) Please submit a construction cost estimate for work inside the City Right -of -Way (South 148 Street) and submit a bond or other form of financial guarantee in the amount equal to 150% cost of right -of -way work. 3) Submit an Insurance Certificate naming City of Tukwila as additional insured. 4) Contractor(s) performing work inside the City right -of -way shall obtain a City of Tukwila Business License from the City Clerk's office. Proof of license application shall be submitted to Public Works. 5) Please submit a traffic control plan for South 148 Street work. 6) Please show and label south edge of South 148 Street roadway pavement, width, and length of storm drainage pipe trench in South 148 Street. 7) Engineer's stamp and signature is required for detention tank system buoyancy calculations. 8) Plan sheet 1 of 9, CB #1 calls for Type 1 CB; however, it refers to Detail 14/7, which is catch basin type 2-48". Please clarify. 9) On detail 17/8, length of the storm detention pipe system does not match length shown on sheet 1 of 9. Please submit supporting storm drainage detention system sizing to assure the correct length of the detention system and revise the length dimension on either of the plan sheets. Comments D05 -203 Page 2 May 12, 2006 10) Where is point of connection of retaining wall drainage system to proposed drainage system on site? Please provide an adequate callout on the plan. 11) Water quality treatment is needed for the remaining asphalt lot. Compost storm filter or other equal means of water quality shall be used. Contact Mike Scott of Stormwater 360 at 425 -835- 0440 or 1- 800 -548 -4667 for specs, site plan review, and sizing. 12) March 6, 2006, Magellan Architects replied to Public Works Correction Letter addressed to Mr. Howard Lee. a) Item #12 states that flow restrictor detail has been revised to include correct pipe diameters. However, detail 11/6 shows incorrect detention pipe diameter (72 " ? ? ?). Please label correct diameters of all pipes (connector, inlet and outlet) on detail 11/16. b) Item #4 - second sentence "Instead from Catch Basin" is not finished. Unable to understand the meaning. 13) Please revise the SD operation and maintenance manual to include only proposed conditions. First page calls for Air Vents and Vault Structure. Are these elements part of the Northfield system or are they part of a different project your firm worked on before? Please state how often the drainage system shall be inspected every six months or before the first storm. (P:Laurie Admin /Joanna /Comments 2 D05 -203) November 4, 2005 Howard Lee 15600 Redmond Way #101 Redmond, WA 98052 Dear Mr. Lee: RE: CORRECTION LETTE Development Permit Application Number D05 -203 Northfield Carwash —14840 Tukwila International Bl This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Building, Planning, and Public Works Department. At this time the Fire Department have no comments. Building Department: Ken Nelsen, at (206) 431 -3677, if you have questions regarding the attached memo. Planning Department: Brandon Miles, at (206) 431 -3684, if you have questions regarding the attached memo. Public Works Department: Joanna Spencer, at (206) 431 -2440, if you have any questions regarding the attached memo. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Jennifer Marshall Permit Technician encl xc: File No. D05 -203 T:\Links\Docs\D05- 203\D05 -203 Correction Ltr #2.DOC jem Building Division Review Memo Date: Project Name: Application #: Plan Review: Nov. 4, 2005 Northfield Carwash permit application D05 -203 Ken Nelsen, Senior Plans Examiner Tukwila Building Division Ken Nelsen, Sr. Plan Examiner An initial Building Division architectural plan review has been conducted on the subject permit application. No significant architectural concerns were noted at this time. However, this Department recommends the applicant focus their efforts to address any applicable structural corrections should they arise from the structural review by our consultants, Reid Middleton. Final architectural review will not be approved prior to the final resolution of all structural concerns. DATE: October 19, 2005 CONTACT: Howard Lee RE: D05 -203 ADDRESS: 14840 TIB ZONING: Neighborhood Commercial Center (NCC) PLANNING DIVISION COMMENTS Planning Division of DCD has reviewed the above permit revisions that were submitted on October 10, 2005. Planning has reviewed the items that were submitted and the plans cannot be approved. 1. The utilities site plan notes that a sewer easement will be located on the Doug Steinberg property to the north of the project site. The sewer easement is located directly along the property edge for Mr. Steinberg's property. There is a minimum perimeter landscaping that Mr. Steinberg's property must maintain. The trees appear to be healthy and cannot be removed. Relocate the sewer easement so that the trees can be retained and protected. 6) 7) 8) 9) DATE: PROJECT: PERMIT NO: PLAN REVIEWER: PUBLIC WORKS DEPARTMENT COMMENTS October 31, 2005 Northfield Car Wash D05 -203 Contact Joanna Spencer at (206) 433 -2440 if you have any questions regarding the following comments. Please submit two copies of updated May 2005 Revised Level 1 Drainage Analysis due to storm drainage modifications. Please include conveyance calculations and detention system sizing. Per King County Surface Water Design Manual, the detention tank bottom shall be located 0.5 feet below the inlet and outlet to provide dead storage for sediment. The outlet pipe from the detention system shall be 12" or larger to accommodate overflows and same diameter pipe shall ontinue all the way to the storm drainage connection in S 148 Street. f c!") `/ Storm drainage pipe segment within City of Tukwila right -of -way (S 148 St) shall be • ctile iron. Additional structure shall be placed where pipe material changes to ductile iron. Open cut of S 14 S • accommodate storm drainage connection will trigger a pavement mitigation fee which shall be paid by the applicant prior to final permit sign -off. Please number all civil plan details and cross reference them on your site plan. Show MH, CB stationing, pipe length and pipe slope between structures. Show match lines on sheets 1 and 2 of 9. 5) Storm drainage CB #1, 2 and 3 were added in the parking lot, however, none of the drawings shows CB type, rim /inverts elevations nor how they tie to the remaining storm drainage system. — ()Iwo G e"vfl �,�11 5 0 1rJ c ov\ PIA Since utility elements within the building footprint were removed from the civil plans for clarity, please provide call out on civil plan referring to for continuation to appropriate mechanical and architectural drawings and vice versa; see sheet x of xy for continuation. 10) What is the rim elevation of floor drains and trench drain in individual bays? Detail 4 on sheet A4.1 calls for 0.0. This elevation does not meet site plan datum. Provide an equation that will tie both datums. 11) Where did the 48" MH detail come from? Please clarify pipe size and inverts in and out from this structure. SD structure and cross - reference this detail on your plan. Please use City of Tukwila Public Works Development Guidelines details which are available online at www.ci.tukwila.wa.us wherever it is possible. 12) Please revise tee type flow restrictor detail on sheet 6 of 9 to include correct pipe diameters. 54" MIN. dimension is called out, however, there is a statement "diameter as required." Please clarify. j 4 \o civk, (A.7v‘ Page 2 October 31, 2005 13) A permanent thermoplastic marking "UG Tanks — No Outrigger" shall be coordinated with Tukwila Fire Department and applied to the pavement to prevent any possible damage to the underground detention tank system caused by fire truck outrigger. 14) Specify 12 GA CPM detention tank pipe treatment and backfill material. PW recommends asphalt treatment 2. 15) Detention system pipe length on sheet 1 of 9 does not match the dimen on and callout of detent on pipe section, nor section title on sheet 8 of 9. Please revise accordingly. J „ 16) Detention system on sheet L1.1 shall be revised to match sheet 1 of 9. 17) Please clarify keystone retaining wall heights: Sheet A1.1 calls for 3 ft, sheet 9 of 9 calls for 4 ft and 8 of 9 calls for 3 ft as maximum estimated wall heights. Please show wall height (top /bottom of wall) on your site plan. 18) Submit geotech engineers recommendations for detention tank placement or a letter from the geotech engineer stating that the detention tank design meets the geotechnical condition.. Is a leveling pad needed? Tanks shall be placed on stable, well consolidated native material with a suitable bedding. Tanks shall not be allowed in fill slopes, unless analyzed in a geotechnical report for stability and constructability. Page 39 of your March 22,2005 geotechnical study calls for a sump pump system installation to mitigate buoyancy related to tank uplift, however this item is not shown on your plans. 19) Submit buoyancy calculations for the detention tank and documentation that the above system is designed to withstand HS -20 loading. 20) Provide a geotech note on plans (see attached). 21) Submit a storm drainage operation /maintenance manual, which upon completion of construction shall be recorded against the subject property. (P:Laurie Admin /Joanna/Comments D05 -203 103105) June 9, 2005 Mr. Howard Lee Magellan Architects 15600 Redmond Way #101 Redmond, WA 98052 RE: Public Works Comments are Drainage Dear Howard, I have enclosed comments from Public Works review of the revised drainage analysis. These comments are intended to help speed up the building permit application. They are not design review items, unless addressing these comments requires changes to the building or landscape design. Sincerely, l B ndo . iles Assistant Planner City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director TUKW 01108 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 TO: Building Project /V�,V < J Address: Late transmitted: Stan coordinator: Plan check date: File Numb LAND USE PERMIT ROUTING FORM :City of Tukwila 'Department of Community Development 6(51 c3_ t1; arming athae,4J mto-rec. - (A}n. ❑ DRC review requested ❑ Plan submittal requested ,L4p-eAuu) Public 'Nor_ i Response requested bv: COMMENTS Date response received: Comments r prepared bv: Fire Dept. ❑ Police Dept. lAn cL \ Ci 4.0 r,r l h c:) —1 efilff' ig (-60).Y-1 - fl rc,5j lr C' 1 ?h cc,f k IA/ L _ 41(10 pciviit 5��f RECEIVED JUN 0 3 2005 TUacwILI- Oy 00S 0 0S ❑ Pla_a aocrcved P arks /; -5; • - TUKW 01109 IV 14 0 • May 18, 2005 Cizy of Tukwila Department of Community Development Steve Lancaster, Director Mr. Scott Adams Magellan Architects 15600 Redmond Way #101 Redmond, WA 98052 RE: SEPA Response Letter Dear Mr. Adams: • The City has completed its review of the SEPA application. At this time the City requires that additional information be submitted before a Threshold Determination is issued. Also, please note that this letter refers only to the SEPA application. The City will be issuing a second letter addressing design review comments. Planning 1. The SEPA checklist is highly vague and does not provide essential details that should be provided with the application. Additionally, the checklist is not legible. Please rewrite the checklist and provide sufficient detail regarding the;project. The checklist is also available as electronic copy, which allows the document to be completed in MS word. 2. Also, is water from the facility reused? 3. The project is currently proposing the removal of a significant number of trees on the property. The City does not object to many of the trees that are being removed, as many of them are not suitable for urban environments. However, the City would like to see trees number three, four, and five retained on the site. These cedar trees appear to be in good health and will provide accent to the City's street vegetation and the proposed landscaping on the site. To accommodate retaining these trees, Planning staff suggests eliminating the two southern parking stalls located along TIB. Even with the elimination of these stalls, the site will have an excess of required parking stalls. Building Division Brandon -M Page 1 05/18/2005 Q: \Developments \Northfield Car Wash \First Reponse Letter.doc Steven M. Mullet, Mayor 1. No comments TUKW 01117 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Fire Department 1. The driveway slope cannot exceed 15 percent. Public Works Department 1. The existing convert in S. 150 Street shall be evaluated all the way to 42 Avenue South and replaced if found to be deficient 2. A letter of approval from King County Industrial Waste is required for discharge to sanitary sewer. 3. Submit sewer and water availability letters from the applicable utility providers. Police Department Additional Items The traffic report prepared by Transportation Solutions, Inc., dated April 25, 2004 notes that at some future point the southernmost car wash bay will be converted to an automated car washing station (p.1). However, none of the SEPA documents nor do any of the construction plans reference an automated car wash. Please note that when the City makes its Threshold Determination it will not include the automated car wash. In the future it may be necessary for you to seek a new SEPA approval or request that the City amend the decision that was issued. Additionally, traffic impact fees may be assessed on the future conversion of one of the bays to an automated system. You next step is to address these comments and provide the necessary information to the City addressing the City's comments. When you resubmit please provide a cover letter - which will provide detail as to how each comment is addressed. If you have any questions, please call (206) 431 -3684 or send an email to bmiles ci.tukwila.w..us. • 1. The lighting plan provided is uneven and does not provide a gradual transition from lighted areas to unlighted areas. For example one the candle levels presented is 15.96 and the adjacent reading is 5.16. Lighting provided on the site should provide a gradual transition from lit to unlit areas. Brandon J. Miles Assistant Planner cc. File (E05 -004 and L05 -016) Brandon -M Page 2 Q:\Developments \Northfield Car Wash \First Reponse Letter.doc TUKW 01118 05/18/2005 May 3, 2005 Mr. Carl Bloom Environalysis 422 30 Ave Seattle, WA 98122 RE: Peer Review of Noise Study Dear Mr. Bloom: Enclosed please find the noise study prepared by Yantis for a new self - service car wash located at 14840 Tukwila International Blvd. I have also included a site map of the project. As I noted on the phone, please provide the City with a bid for a peer review to evaluate the findings and proposed mitigation of the noise study. If you have any questions, please call (206) 431 -3684 or send an email to bmilesna ci.tukw�la.wa.us. Sincerely, raiidon J. Miles Assistant Planner City of Tukwila cc. File (E05 -004 and L05 -016) Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director TUKW 01119 6 9nn C,...rA...,nt..w 12 e...1.211.2.•.4 c..:#,, #11)/) • T..Luii Mtnchinntnn OR1RR • Phnnu• 2nr5_d ?1 -7R7n • Palo 7nfi.Q11_'MS /OMB-ZOOS 03 :18P0 pR311•11splIat •tScts State at Wataingtoa Cooney q/X9rg at of Nicola "' sesa_ viAta CITY OF TUKWILA b.p..treade of Community Dement 6902 SaetedrortY 9euteusr4 Tukwila, WA 8188 Telephoto! Rob) 431 -6610 FAX (306) 693 -3665 jy.tukw)La.wa.►y • AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I - TANIA 9 4? -- (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the isstuance of the Notice of Compteterwes. I certify that on /-1/13/151 the guidelines �� Boiled(s) accordance qty located 18.104.110 and the other applicable poste C-1-443(1 Q 1\k rd/ - / . (Vito as to be clearly seen from each right- of-way primary vehicular excess to the property for application file number 1 herewith authorize the City of Tukwila or id representative to remove and lanenadiately diapoare of the a>lgt+ at the PeriY owners expene�t. if not rsa tov it a tit>ntly roamer or within fourteen (14) days of a Notice letter. 1 Applicant or Project Maaager'e Signature appeared before me , jrae� f e D. �ei / of to me On flue day personally individual PPe / Lo mamtand acknowledged d t known to be the indivldtusl who executed the foregoing 4 'r+ bgholursigned the sane as rvoluntary act and deed for the used and purposes twin, SUBSCRIBED AND SWORN to before me this . -"t . day of 4pr; I 2oo.E C l:Ge, l ICJ .�. �. NOTARY PUBLIC in and for State of Washington residing at genic_ . My suasion expires 6-16-08 May 22, 2006 Mr. Andrew Berg Northfield Ventures LLC PO Box 68016 Seattle, WA 98168 -0016 RE: Proposed Modification of the Site Lighting Plan Dear Mr. Berg: The City has reviewed your request to modify the approved lighting plan for the new Northfield car wash. As you are aware, one of the paramount issues along Tukwila International Blvd is crime reduction. When the City adopted its "Tukwila International Blvd Design Manual" one of the key areas of the design manual was lighting. The design manual recommends that lighting on the site provide at least two -foot candles at ground level. The plan that was originally approved that was prepared by Case Engineering met this requirement on most of the site. The revised plan, prepared by Ruud Lighting does not this requirement on some key areas of the site. Most specifically near the southeast corner of the lot and near the access points to the property. The City's lighting along TIB may provide sufficient lighting at the access points, however, the Lighting Plans should be updated to reflect the City's street lights. Additional, lighting also needs to be added along the rear of the building, near the southeast edge of the property. If you have any questions, please call (206) 431 -3684 or send an email to bmi les(a�ci.tukwila.wa. us. Sjgcerely, Blandon J. Miles Assistant Planner cc. File (L05 -016) • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director TUKW 01151 6300 Southcenter Boulevard. Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 0.0 '0.0 0.0 0, o.o o.o '0 .o '0. '0. '0.1 '0.1 0 .1 0. 0.1 0.6 0. 2 0.8 0 .2 0.9 0.2 0,7 0.1 0.2 0.0 0.1 0.0 '0.1 0.0 0 .0 0 0 0.1 0.2 0.3 0.4 'o.o 0.0 o.o 0.o 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 ADDITIONAL EQUIPMENT (7) PS4S25S1BZ 25 x 4 x. 188 SQUARE STEEL POLE (3) SBL -16 BACKLIGHT SHIELD BUILDING MOUNTED FIXTURES @ 12.5' AFG POLE AND FIXTURE MEETS 100 MPH SUSTAINED WINDS Luaiai• Schaal* .Ai M MUM= nis.lY11111ID:7L2>•t11.3'.1 z� star,�rr. 1 a111l.111111111111 ■ - 1 .i: 16a r..P�[lA•:>1110.1 1/ b.o D.o o.o o.o o.o o.o o.o 'o.o o.o o.o o.o o.o 'o.o o.o o.o o.o o.o o.o o.o o.o 0.o o.o 0.o 0.o 0.o 0.o RWD LIGHTING !00236.7000 USA aw9.nRl611I1Iqu0ma 906.611.1991 CAN ,._. .. rts s,_ a.aaraa n mod m mod a...P.n mot .1 'tad Ivory mom b+ N ' �1 y ' .w+ .w w f _t '0.0 '0. '0. 0.0 0. A 0 .0 0.0 0. 0.1. 0.0 0. '1 '0 1 0 . o 0. 0.1 0.o 0. 0.5 0.1 0.0 0. 0 .3 0.1 0.0 0.0 0.2 0.1 0.0 0. '0.3 0.1 0.o 0.0 0.0 0.o 0.o 0.0 '0.0 0 .o AC2425 -5 0•9•16•1/20051 Seat: 1 ' Laraut q: FUNK TEL ESTA Pm1.e1 Nan.: 43640 110RT10ISLD CARWAS$ Piaaar: 50631PaI FA1'a32 P007�'ANDIE9 CALCULATED AT GRADE USING MEAN LUMENS Patine g P PP TA'�T'IIbd- R O E F I V o &A, VIA P� t • • CEIVED R 17 2006 "'OMMUNITY NELOPa ENT • 'OTHER REQUIRED PERMITS: OTHER PERMITS THAT MAY BE REQUIRED: Cifr of f Tukwila Building Permit, City of Tukwila DCD Land Altering Permit, City of Tukwila PW Sign Permit, rCity Tukwila DCD 'Right of Way Permit, City of Tukwila PW Electrical Permits, Washington State Plurmb`ing Permits, Seattle /King County Dept of :Health Steven M. Mullet Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED April 12, 2005 The - follow'ing applications have been submitted to the City of Tukwila Department of Community Development for review and decision: APPLICANT: Northfield Car Wash AGENT: Scott Adams, . Magellan Architects LOCATION: 14840 Tukwila International Blvd., KC Parcel Number , 0041 , 000130. OWNER OF'THE PROPERTY: Northfield Ventures LLC FILE NUMBERS: E05 =004 and L05 -016 PROPOSAL: The applicant has submitted a design review application and a &EPA' application to construct an eight by self car wash at the above address, The building will have a square footage of just over 5;000 square feet: Additionally, thre lf serve vacuum cleaners will be located On the east property line: Upon completion of the project, '97 percent of the site will be covered with ipei surfaces. The appIint also calls for the installation of Type one, two, and three landscaping. The files can be reviewed at the Department of Community ,Development 6300 Southcenter Blvd., #100 Tukwila, WA. Please call (206) 431=367010 .ehsufe that the fale(s) will be available. TUKW 01127 6300,Southeenter Boulevard, Suite #100 • TukiVila, Washington 98188 • Phone: 206-431-3670 • ,Faz: 206- 431 -3665 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 April 26, 2005. 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. Please send comments to: City of Tukwila Planning Attn: Brandon J. Miles 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 • • OPPORTUNITY FOR PUBLIC COMMENT APPEALS You may request a copy of any decision by the Board of Architectural Review 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. DATE OF APPLICATION: March 10, 2005 NOTICE OF COMPLETE APPLICATION: April 8, 2005 NOTICE OF APPLICATION POSTED: April 12, 2005 TUKW 01128 • • TUKW 01129 Smudge Free Printing O'BRIEN TIMOTHY MR & MRS 14639 PACIFIC HIGHWAY S TUKWILA WA 98168 0040000995 SOKA GAKKAI INTERNATIONAL 3438 S 148TH SEATTLE WA 98168 0040001025 BLUE GLENN C VERTREES FRANK 3400 S 150TH SEATTLE WA 98188 0041000055 KANG YONG JA 19235 INDEX ST #4 NORTHRIDGE CA 91326 0041000350 KANG HEE YEOL & SEE JEE 1550 ALKI AVE SW #500 SEATTLE WA 98116 0041000516 JAMAX ASSOCIATES LLC 18709 SE 44TH PL ISSAQUAH WA 98027 0041000536 Resident 3705 S 150TH ST Tukwila, WA 98188 0041000536 GOOKSTE1 ER LORI L 3743 S 148TH TUKWILA WA 98168 0041000160 LE TIEN 4009 S 148TH ST TUKWILA WA 98168 0041000164 Resident 4010 S 150TH ST Tukwila, WA 98168 0041000283 OS Aft ay .•% .b, 01 LATM • OBRIEN TIMOTHY M 14217 59TH AVE S TUKWILA WA 98188 0040000865 CHURCH BY SIDE OF RD P O BOX 68545 SEATTLE WA 98168 0041000122 0041000085 LUI LUEY MING 8216 S 120TH ST SEATTLE WA 98178 0041000330 HENKLE FAMILY TRUST C/O HENKLE D R & B J TRSTEE 74 HOH PLACE LA CONNER WA 98257 0041000517 EDGEWOOD APARTMENTS LLC 830 168TH PL SE BELLEVUE WA 98008 0040000900 Resident 3701 S 150TH ST Tukwila, WA 98188 0041000536 Resident 3707 S 150TH ST Tukwila, WA 98188 • ;0041000536 BHANDAL GURKAMAL 26125 114TH AVE SE B1 KENT WA 98031 0041000161 YI WON SIK +OK B +SUN Y 14802 PACIFIC HWY S TUKWILA WA 98188 0041000141 Resident 4004 S 150TH ST Tukwila, WA 98168 0041000283 TUKW 01130 1- stun- nn -4VFRY (462 -83791 • use ternptate rur 010W KC WATER DIST #125420616 PO BOX 68147 SEATTLE WA 98168 0040000844 0040000850 CEDERLIND JIM 8040 23RD AVE NW SEATTLE WA 98117 0041000070 OCTON c/o ORECM ESCROW 1717 MAIN ST 12TH FL- DALLAS TX 75201 0041000335 BANWAIT SUKHCHAIN S +KAUR 3415 S 150TH ST TUKWILA WA 98188 0041000515 WENDCO ATTN TAX DEPT PO BOX 256 DUBLIN OH 43017 0041000530 0041000520 Resident 3703 S 150TH ST Tukwila, WA 98188 '0041000536 NEUO RA 4001 S 148TH ST SEATTLE WA 98168 0041000165 RODRIGUEZ MARIA +CRUZ JUAN 5134 S GARDEN ST SEATTLE WA 98118 0041000163 STEINBERG DOUG PO BOX 2283 BUCKLEY WA 98321 0041000142 0041000143 STOCK WILLIAM M +JENNIFER R 4010 S 150TH ST SEATTLE WA 98188 0041000283 www.avery.com muage rree rrinung SHINOKI RICHARD Y +AMY E 3814 S 150TH ST SEATTLE WA 98188 0041000290 CODD JR ROBERT J 4240 S 158TH ' TUKWILA WA 98188 9572500050 ELLIOTT RONALD C 14839 38TH AV S TUKWILA WA 98168 9572500020 WEST MICHAEL J 18047 MILITARY RD S SEATTLE WA 98188 0041000325 0041000329 Resident 4003 S 148TH ST Tukwila, WA 98168 0041000163 Resident 3728 S 150TH ST Tukwila, WA 98168 9572500010 Resident i 3707 S 150TH ST #3 Tukwila, WA 98188 0041000537 Resident 3717 S 150TH ST #1 Tukwila, WA 98168 0041000535 Resident 3717 S 150TH ST #4 Tukwila, WA 98168 0041000535 Resident 3719 S 150TH ST #2 Tukwila, WA 98168 0041000534 ifs /AT • Resident 3814 S 150TH ST Tukwila, WA 98168 0041000290 LAPLANT GERALDINE A 13704 41ST AVE S TUKWILA WA 98168 9572500040 BEUTLER CARL & JUDY 3728 S 150TH ST SEATTLE WA 98188 9572500010 WEST MICHAEL J 14864 PACIFIC HIWAY S SEATTLE WA 98168 0041000321 0041000321 Resident 4001 S 148TH ST Tukwila, WA 98168 0041000165 Resident 3707 S 150TH ST #1 Tukwila, WA 98188 0041000537 Resident 3707 S 150TH ST #4 Tukwila, WA 98188 0041000537 Resident 3717 S 150TH ST #2 Tukwila, WA 98168 0041000535 HEADLEE MICHAEL +DELORIS 23808 90TH PL W EDMONDS WA 98026 0041000535 Resident 3719S 150TH ST #3 Tukwila, WA 98168 0041000534 unn _f'!1_ \ /CDV 1 /,L1_QZ701 • MATHIS RUBY J 3804 S 150TH SEATTLE WA 98188 0041000296 ONCHI YOSHIKO 14304 SE 164TH ST RENTON WA 98058 9572500030 KHAIRA PARMJIT S +RANJIT K 19638 104TH AVE SE RENTON WA 98055 0041000310 Resident 3429 S 148TH ST Tukwila, WA 98168 0041000085 Resident 3743 S 148TH ST Tukwila, WA 98168 0041000160 Resident 3707 S 150TH ST #2 Tukwila, WA 98188 0041000537 Vaa. ac 111 F/{QLC WI vi UU DOFREDO NESTOR V 1531 15TH AV S SEATTLE WA 98144 0041000537 Resident 3717 S 150TH ST #3 Tukwila, WA 98168 0041000535 Resident 3719 S 150TH ST #1 Tukwila, WA 98168 0041000534 Resident 3719 S 150TH ST #4 Tukwila, WA 98168 0041000534 TUKW 01131 www_averV.com Smudge Free Printing WONG STEPHEN PO BOX 21686 SEATTLE WA 98111 0041000534 Resident 3723 S 150TH ST #3 Tukwila, WA98188 0041000540 Resident 3727 S 150TH ST #1 Tukwila, WA 98188 0041000545 Resident 3727 S 150TH ST #4 Tukwila, WA 98188 0041000545 AIRHART WONEATA R 3727 S 150TH ST TUKWILA WA 98188 0041000545 Resident 3729 S 150TH ST #3 Tukwila, WA 98188 0041000546 PLEK NARONG+SAMAY KHUN 3735 S 150TH ST TUKWILA WA 98188 0041000544 BEHR WILLIAM D +ANN MARIE 4001 S 150TH ST TUKWILA WA 98188 0041000552 Resident 3730 S 148TH ST # 1 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #4 Tukwila, WA 98168 0040000900 Aw =rnva, R1 Arune "Resident 3723 S 150TH ST #1 Tukwila, WA 98188 0041000540 Resident 3723 S 150TH ST #4 Tukwila, WA 98188 0041000540 Resident 3727 S 150TH ST #2 Tukwila, WA 98188 0041000545 Resident 3727 S 150TH ST #5 Tukwila, WA 98188 0041000545 Resident 3729 S 150TH ST #1 Tukwila, WA 98188 0041000546 Resident 3729 S 150TH ST #4 Tukwila, WA 98188 0041000546 GALLAGHER PETER J 3775 S 150TH ST TUKWILA WA 98168 0041000550 Resident 15015 TUKWILA INT. BL #1 Tukwila, WA 98168 0041000516 Resident 3730 S 148TH ST #2 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #5 Tukwila, WA 98168 0040000900 1- R(10-GO -AVERY (462 - 8379) le esident 3723 S 150TH ST #2 Tukwila, WA 98188 0041000540 CONNELL ANTIA J 3723 S 150TH ST TUKWILA WA 98188 0041000540 Resident 3727 S 150TH ST #3 Tukwila, WA 98188 0041000545 Resident 3727 S 150TH ST #6 Tukwila, WA 98188 0041000545 Resident 3729 S 150TH ST #2 Tukwila, WA 98188 0041000546 Resident 3730 S 148TH ST #3 Tukwila, WA 98168 0040000900 use template ror oiou AIRHART WONEATA R 832 LAKE WASHINGTON SEATTLE WA 98144 0041000546 OLIVIER CHRISTOPHER +EWA B 3805 S 150TH ST TUKWILA WA 98188 0041000549 Resident 15015 TUKWILA INT. BL #2 Tukwila, WA 98168 0041000516 Resident 3730 S 148TH ST #6 Tukwila, WA 98168 0040000900 TUKW 01132 www.avery.tom S muage rree minting Resident 3730 S 148TH ST #7 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #10 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #13 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #16 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #19 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #22 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #25 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #28 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #31 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #34 Tukwila, WA 98168 0040000900 _. ••••■//nl 04 Z ATM • Resident 3730 S 148TH ST #8 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #11 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #14 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #17 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #20 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #23 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #26 Tukwila, WA 98168 0040000900 Resident 3730 S 148114 ST #29 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #32 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #35 Tukwila, WA 98168 0040000900 1_Qnn_an_eVF (A41-521791 • Resident 3730 S 148TH ST #9 Tukwila, WA 98168 0040000900 v sa. aar... rIFA WA", Resident 3730 S 148111 ST #12 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #15 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #18 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #21 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #24 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #27 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #30 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #33 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #36 Tukwila, WA 98168 0040000900 TUKW 01133 www.avery.COm Resident 3730 S 148TH ST #37 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #40 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #43 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #46 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #49 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #52 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #55 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #58 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #61 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #64 Tukwila, WA 98168 0040000900 Ira AVERY® 8160TH Resident 3730 S 148TH ST #38 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #41 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #44 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #47 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #50 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #53 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #56 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #59 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #62 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #65 Tukwila, WA 98168 0040000900 1 800 - GO - AVERY (462 - 8379) Resident 3730 S 148TH ST #39 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #42 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #45 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #48 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #51 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #54 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #57 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #60 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #63 Tukwila, WA 98168 0040000900 Resident 3730 S 148TH ST #66 Tukwila, WA 98168 0040000900 TUKW 01134 www.avery.com .smudge Free Printing Resident ' 3730 S 148TH ST #67 Tukwila, WA 98168 0040000900 Resident 14828 MILITARY RD S #1 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #4 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #7 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #10 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #13 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #16 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #19 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #22 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #25 Tukwila, WA 98168 0041000070 �Q\ A\/C17VCa) Al rf1TM lik esident 3730 S 148TH ST #68 Tukwila, WA 98168 0040000900 Resident 14828 MILITARY RD S #2 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #5 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #8 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #11 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #14 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #17 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #20 Tukwila, WA 98168 '0041000070 Resident 14828 MILITARY RD S #23 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #26 Tukwila, WA 98168 0041000070 l- Soo -GO -AVERY (462 -8379) UJC LCIIIIRGLC WI 0101.; •esident 3730 S 148TH ST Office Tukwila, WA 98168 0040000900 Resident 14828 MILITARY RD S #3 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #6 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #9 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #12 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #15 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #18 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #21 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #24 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #27 Tukwila, WA 98168 0041000070 TUKW 01135 www.avery.com Smudge Free Printing Resident ' 14828 MILITARY RD S #28 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #31 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #34 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #37 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #40 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #43 Tukwila, WA 98168 at‘s=rAmem Q1 AnTM • Resident 14828 MILITARY RD S #29 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #32 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #35 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #38 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #41 Tukwila, WA 98168 0041000070 Resident 14828 MILITARY RD S #44 Tukwila, WA 98168 0041000070 i- goo -GO -AVERY (462 -8379) v•■IY iY���. •Y%\. 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Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION 1, .rd 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 1),a42)(-1C– Board of Appeals Agenda Pkt Person requesting mailing: Notice of Action -r. !VIA! n 1 26 — Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda x 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 Was mailed to each of the addresses 1 isted on this i day of year 20 O5 in the / Project Name: r qd(144 1 � (/(_) 2' A !V Project Number: Ed C -1)0 + L ) <5 -.01( Mailer's Signature: 1),a42)(-1C– Person requesting mailing: -r. !VIA! n 1 26 — P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM Was mailed to each of the addresses 1 isted on this i day of year 20 O5 in the April 8, 2005 Mr. Scott Adams Magellan Architects 15600 Redmond Way #101 Redmond, WA 98052 Re: Notice of complete application; L05 -016 and E05 -004 Dear Mr. Adams: The Department of Community Development received your design review and SEPA application on March 10, 2005. On March 23, 2005, the application was deemed incomplete and on April 8, 2005 additional information was submitted to the City. Based on a review of your application for submittal requirements for design review and SEPA your application is deemed complete as of April 8, 2005. 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 -3670 or by email at bmiles @ci.tu wila.wa.us. Sincerely, Brandon Miles Assistant Planner City of Tukwila NOTICE OF COMPLETE APPLICATION Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director TUKW 01137 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 April 7, 2005 IP • City of Tukwila Department of Community Development Steve Lancaster, Director Mr. Scott Adams Magellan Architects 15600 Redmond Way #101 Redmond, WA 98052 RE: SEPA Application Northfield Carwash E05 -004, L05 -016 Dear Mr. Adams: The Department of Community Development has completed a preliminary review of the above SEPA application. The application is still incomplete and other City Departments are not able to review the application until it has been deemed complete. Please refer to the City's March 23, 2005 letter for the item(s) that are still outstanding. Planning has the following comments: 1. As was noted at the pre- application meeting, a noise study must be prepared that shows that project will meet the City's noise standards laid out in Tukwila Municipal Code (TMC) 8.22. No noise study has been presented to the City. Please have one prepared by a qualified professional and submitted to the City. The subject property borders an apartment complex and the City wants to insure that the vacuums and other equipment on the site do not disturb these residential units. 2. A lighting plan, prepared by a qualified professional needs to submitted to the City. The plan needs to show what impact project lighting would have on surrounding properties. 3. Provide a sight distance analysis per the most current edition of the AASHTO Policy of Geometric design. Q: \Developments\Northfield Car Wash \Comment Letter 1 .doc Steven M. Mullet, Mayor TUKW 01139 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 4. An estimate of the traffic generated by the project needs to be provided. Please note that the City is not asking for a Traffic Impact Analysis to be provided, however, the applicant should be able *to make a good determination on project traffic considering that this is an existing use that will be relocating. The City will provide a more in depth comment letter once a complete application is submitted. However, the above items need to be submitted as soon as possible. It may be possible to take the design review application to the Board of Architectural Review in June. However, the City cannot put the item on the agenda until a complete application is submitted and the SEPA process has been completed. If you have any questions, please call (206) 431 -3684 or send an email to bmiles @ci.tukwila.wa.us. Sincerely, Brandon M es Assistant Planner cc. File (E05 -004 and L05 -016) Q: \Developments \Northfield Car Wash \Comment Letter 1.doc • TUKW 01140 March 23, 2005 Mr. Scott Adams Magellan Architects 15600 Redmon Way #101 Redmond, WA 98052 • City of Tukwila Department of Community Development Steve Lancaster, Director RE: Notice of Incomplete Application Design Review and SEPA Application for Northfield Carwash 14840 TIB, E05 -004, L05 -016 Dear Mr. Adams: Steven M. Mullet, Mayor The City of Tukwila's Planning Department received your application for SEPA review and Design Review for the Northfield Carwash at 14840 Tukwila International Blvd. The following item(s) need to be submitted for the City do review the applications: 1. Four copies of the completed ESA screening checklist need to be provided to the City. Once the above - mentioned information is provided, City staff can begin to review the application. Please note that the Department shall cancel an incomplete application if the applicant fails to submit the requested information within 90 -days following notification from the Department that the application is incomplete. The Department may extend up to 120 days if the applicant submits a written request for an extension prior to cancellation. The request must clearly demonstrate that the delay is due to circumstances beyond the applicant's control (such as the need for seasonal wetland data) or unusual circumstance not typically faced by other applicants, and that a good faith effort has been made to provide the requested materials (TMC 18.104.070). 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. S incerely, Brandon J. Miles Assistant Planner cc. File (E05 -004 and L05 -016) TUKW 01141 h ?nn . Snnthcenter Boulevard _ .Suite #100 • Tukwila. Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@citukwila.wa.us NAME OF PROJECT/DEVELOPMENT: Al OY' tli t el d Ca v s ti LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 14 Tukw; I Lifee n9't•a14u ( r ef*o c if 1 O0I10 0 Quarter: NW Section: Z2- Township: ' Range: 09' (This information may be found on your tax statement.) PUBLIC HEARING DESIGN REVIEW DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 5CQ)t 4' Ctih / fl g ' /I(#7 /I^ t5 , 1 ( F Address: 6 �� & h 14 *or I`6'G( n V 9'2052 1 f � �rn� � y , rn� �, �- Phone: I ', LS— t! 9S� �[3�� FAX: lt'27 8e4 ""' et-') �3 Signature: Date: 3 "' �� 05 RECEIVED CITY OF TUKWILA C: \Nora's_Files \Red_Book \BAR App.DOC, 12/26/02 • v oi. MAR 1 0 2005 TU KW 01142 PERMIT CENTER FOR STAFF USE ONLY Sierra Type P -BAR Planner: File Number: l. 45 — 0 40 Application Complete (Date: ) Project File Number: I'°Re 0 6-oo - Application Incomplete (Date: ) Other File Numbers: 05- 00 it • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@citukwila.wa.us NAME OF PROJECT/DEVELOPMENT: Al OY' tli t el d Ca v s ti LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 14 Tukw; I Lifee n9't•a14u ( r ef*o c if 1 O0I10 0 Quarter: NW Section: Z2- Township: ' Range: 09' (This information may be found on your tax statement.) PUBLIC HEARING DESIGN REVIEW DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: 5CQ)t 4' Ctih / fl g ' /I(#7 /I^ t5 , 1 ( F Address: 6 �� & h 14 *or I`6'G( n V 9'2052 1 f � �rn� � y , rn� �, �- Phone: I ', LS— t! 9S� �[3�� FAX: lt'27 8e4 ""' et-') �3 Signature: Date: 3 "' �� 05 RECEIVED CITY OF TUKWILA C: \Nora's_Files \Red_Book \BAR App.DOC, 12/26/02 • v oi. MAR 1 0 2005 TU KW 01142 PERMIT CENTER Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1. Application Checklist (1 copy) indicating items submitted with application. 2. Completed Application Form and drawings (5 copies). 3. One set of all plans reduced to 8 1/2" by 11 ". One complete set of PMTs of the final drawing set will be required prior to final approval. " • % 4. Application Fee $1,400. 5. SEPA Environmental Checklist if required (see SEPA Application Packet) PUBLIC NOTICE MATERIALS: / 6. King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. 7. Two (2) sets of mailing labels for all property owners and tenants (residents or businesses) within 500 feet of the subject property. Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailer parks —must be included (see Public Notice Materials section) 8. A 4' x 4' public notice board will be required on site within 14 days of the Department determining that the application is complete (see Public Notice Materials section). PROPERTY INFORMATION: 9. Vicinity Map with site location. 10. Document sewer and water availability if provided by other than the City of Tukwila. PROJECT DESCRIPTION AND ANALYSIS: 11. A written discussion of project consistency with decision criteria. (See Application) / 12. Technical Information Report (TIR) including feasibility analysis per King County Surface Water Design Manual (KCSWDM). For additional guidance contact Public Works. rV 13. Provide sensitive area studies as needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). Is 1 . - : -'1 1 COMPLE 'E APPLICATION` C4ECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g. colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow starting project review and vesting the applicant's rights. However, they in no way limit the City's ability to require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206 -431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). C\ Nora's_Files\ Red_Book\ BAR App. DOC. 12/27/02 TUKW 01143 Check items submitted with application Information 'puked. May be waived in unusual caseslon approval of both Public Works and Planning SURVEY: 14 (a) The survey must include a graphic scale and north arrow. It shall be drawn with black ink in record of survey format. This shall be stamped by the surveyor. (b) An existing and proposed boundary and topographic survey (2 ft. contours including a minimum 20 ft. beyond the property line) with all structures, easements, encumbrances and right -of -way width. Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood - prone area. (c) Existing and proposed building footprints. (d) Fire access lanes and turn- arounds per Fire Department standards. 7 SITE PLAN: 15 (a) The site plan must include a graphic scale, north arrow and project name. Maximum size 24" x 36 ". (b) Existing and proposed building footprints. / (c) Dash in required setback distances from all parcel lot lines. / (d) Fire access lanes and turn- arounds per Fire Department standards. i (e) Parking lots with dimensioned stalls and drive aisles. (f) Loading and service areas. (g) Fences, rockeries and retaining walls with called out colors and materials. (h) Street furniture such as benches and bike racks. / (i) Pedestrian connections between the building entrance(s) and the sidewalk /public street. At (j) In MDR and HDR zones provide a development coverage calculation (maximum 50 %). LANDSCAPE PLAN: \\ 16 (a) Landscape planting plan that meets the standards at TMC 18.52 by a Washington State licensed landscape architect. One set of all plans and analyses shall have an original Washington State registered Landscape Architect stamp and signature. Plans must include the type, quantity, spacing and location of all plantings. Maximum size 24" x 36 ". (b) Show all existing trees to be retained and any tree protection measures required (for example fencing at drip line). SENSITIVE AREAS PLAN: �� 17 (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20 %, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum size 24" x 36 ". ,,/ /U (b) Location of all required sensitive area buffers, setbacks tracts and protection measures. i (c) Show all trees over 4" caliper, indicating those to be retain (d) Existing and proposed building footprints. -'� V lP, ,,. CIVIL PLANS: 4 qf s ``® 1 C.\ Nora's_Files\ Red_Book\ BAR App.DOC 12/26/02 TUKW 011 Check items submitted with application Information luired. May be waived in unusual caseson approval of both Public Works and Planning 18 (a) One set of all civil plans and analyses shall be stamped, signed and dated by a licensed professional engineer. Include a graphic scale and north arrow. Maximum size 24" x 36 ". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing (dashed) and proposed (solid) topography at 2' intervals. (d) Total expected cut and fill. (e) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. 7 (f) Storm drainage design at least 90% complete, which meets the TIR and KCSWDM. Include all storm drainage maintenance access and safety features. Call out total existing and proposed impervious surface in square feet. / (g) Locate the nearest existing hydrant and all proposed hydrants. i (h) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. / (i) Plan, profile and cross- section for any right -of -way improvements. / (j) Show planned access to buildings, driveways, fire access lanes and turn- arounds. OTHER: r 19. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and /or any proposed screening. 20. Color and materials board accurately representing the proposed project. !, 21. A rendering is optional. If submitted it must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). / 22. Luminaire plan including location and type of street and site lighting. Include proposed fixture cut sheets, site light levels (foot - candles), and measures to shield adjacent properties from glare. . 23. All existing and proposed signage with sign designs and locations. C: \ Nora's_Files \ Red_Book \ BAR App.DOC 12 /26/02 TUKW 01145 • Response to Tukwila International Boulevard Decision Criteria 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. Site is laid out to provide a counterclockwise circulation to flow easily from the street, through the building, and hack out again. b. Relationship to Street Front 1. Organize site design elements to create a distinct street edge, and minimize parking between structures and street. Landscaping and Arading,wv used to define sired edge and majority o parking is located to rear of building. 2. Orient at least one building entry to a major public street. .Front of building is clearly defined and faces street. 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. ,S'ite is not located at a 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. Building mars and setback is similar to /nbacent sites. 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 ,Site has a shared access with the site to the south. 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. Pedestrian cirzyulation is minimal due to the nature of the business. 2. Design and site structures to maximize site surveillance opportunities from buildings and public streets. Structure will be easily vi.rible from the street. 3. Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public areas. i..ighting will be provided at all of the bays and vacuum islands. 4. Design landscaping so that long term growth will not interfere with site lighting and surveillance. .Landscaping is at perimeter and will help sc'ren /i h1ing from adjacent iites but will not block lighting to the interior of the site. 5. Use durable, high quality materials in site furnishings and features for ease of maintenance. Aida/femme is of the highest conceal fir this type of business and all elements will be made as vandal proo f as possible. TUKW 01290 • • 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 / recycling area is enclosed with a 6' high structural brick wall. 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. .1-xisting poplar trees are shedding branches and air unsafe so they will be removed. The nut of the perimeter trees mill Jared. There are no wooded areas, wet /amts, or waterrourses on or near the site. 2. Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. Their are no significant hillsides. 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\i swa /es nor ponds are appropriate for a site of this small sitie. j. Pedestrian Circulation 1. Provide paved pedestrian walkways that connect all buildings and entries of buildings within a site. There is ()rib; a single building with a single entry. 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. Car wash is unattended and has no amenities that would attract pedestrians. The use is emltasirely rehiclar /ar. 3. Provide pedestrian connections from the on -site pedestrian network to walkways on adjacent properties and to other off -site destinations, where feasible. Their is no on -site pedestrian network 4. Support pedestrian movement between properties and from private property to public right -of -ways by providing facilities that traverse natural or man -made barriers, where appropriate. ".The existing side walk is sufficient frcient dace t0 the vehicular orientation of the prnpo sed use. 5. Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and /or provide additional transit amenities, where appropriate and feasible. The proposed use will not be a tranJit destination. 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. .Landscaping is being prorzded alongside walk(.. The interior of'the site is not an ideal pedestrian enviannnrent due to the nature o f the use. 1. Vehicular Circulation 1. Minimize conflicts between vehicular and pedestrian traffic. Pedestrian tr jic will be very minimal. 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. TUKW 01291 • 'There is a single access al the north end and a shared access at the south end .Site drexlla /ion o a simple counterclockwise ci/rularpallern. 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. Parkins demand for this use will be minimal without any additional measures. 2. Building Design 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 building has a pitched roof and brick and slllcco walls that has a small commercial /?el bat is very durable. 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. Mere is only one buildin on the .site. 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. The building shares charactennsties with the building t0 the south and will help /0 enhance the deli ,i quality of the immediate area. 2. Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and located adjacent to residential districts The bui /ding is not large in scale and is significantly set back firm the residential proper0 to the ease. c. Building Elements, Details, and Materials 1. Provide distinctive building comers at street intersections through the use of special architectural elements and detailing, and pedestrian - oriented features where possible (see definition of pedestrian friendly facade). The site is not located on an intersection. 2. Relate the design and scale of building elements and details to the building's overall form and massing. The building has been detailed in apprnp/iate manner to be in stale wish itself 3. Employ architectural details that are appropriate to the architectural character of the building. Details are ical fo r the style of building 4. Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. Base of building is structural brick. with traditional stucco over emir above. 5. Integrate the design and placement of exterior lighting with the architectural design and materials. Exterior wall sconces will be used over each bay to pun ide lighting for security and to enhance the rhythm of /he building 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. Center bay facade is broken up through the use of different materials and arlicuiations. TU KW 01292 2. Provide special treatment for large blank walls (see Definitions) that are visible from pedestrian walkways and parking areas. There are no large blank walls. 3. Enhance building entries through the use of weather protection, landscaping, pedestrian amenities and /or distinctive architectural features. Theft's/floor entry is se/hack from the plane of the ficirde with an open covered area. e. Mechanical Equipment 1. Locate and /or screen roof - mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. Then? wil/ be no roof mounted equipment: Vents and louvers have been integrated into the fircade design to minimise impact. 2. Locate and /or screen utility meters and other ground level utility equipment to minimize visibility from the street. .411 utility meters an located inside of knrd scope planting beds. 3. Landscape Design a. Landscape Design 1. Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. Trees have been selected to match or enhance to /he street tires. 2. Develop a landscape design concept hat reinforces site design and fulfills the functional requirements of the development, including screening and buffering. Perimeter landreaping has been designed to meet the screening criteria of'the .zoning code. 3. Ensure that the landscape design reinforces and complements plantings in the public right -of -way. See number one. 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. 2. Incorporate existing significant trees, wooded areas, and /or vegetation in the planting plan where they contribute to overall landscape design. The majority n% the e.virtin, perimeter trees have been retained. TU KVV 01293 STATE ENVIRONMENTAL CHECKLIST Please respond to all questions. Use separate sheets as necessary. An electronic version of this form is also available from the Department of Community Development. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: Northfield Carwash 2. Name of Applicant: Magellan Architects 3. Date checklist prepared: 05/19/2005 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Construction starts by Fall 2005 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Southernmost carwash bay may be convert to an automated carwashing station. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Report prepared by Creative Engineering Options, Inc. Trip Generation and Sight Distance Evaluation by TSI. Vacuum Noise study by Yantis Acoustical Design. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No RIC :ED ��UN 0 3 005 DEVE OPy Agency Comments TUKW 01200 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. Building permit, sign permit, electrical & mechanical permit, and other required for the development and operation of the proposed carwash. 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. The site area is 35,458 SF. We are going to build a new 8 bays self - service carwash. • 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 14840 Tukwila Internation Blvd., Tukwila, WA 98029. Parcel Number: 0041000130. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No TUKW 01201 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? 15% hilly, steep slopes, c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Per the geotechanical report the top layer encountered a thin surficial layer of fill material. This fill typically comprises a gray to gray- brown, moist, medium dense, silty fine to coarse sand with varying amounts of rounded gravel. Beneath the fill typically encoutered several feet of light reddish - brown and light gray, moist, medium dense, silty fine to coarse sands or relatively clean fine to coarse sands all with small amounts of rounded gravel. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. 950 CY - cut; 530 CY - fill. Fill to come from on site. Agency Comments TUKW 01202 Applicant Responses: Agency Comments f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, east part of site suseptable to erosion until retaining wall is complete. 2. Air About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? 97% Please respond to all questions. Use separate sheets as necessary. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Erosion control plan; temporary silt fence and fabric in catch basins a. What types of emissions to the air would tesult from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Temporary construction equipment exhaust, possible dust from grading; customer automobile emissions during and after construction. b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No TUKW 01203 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: None besides those mandated by Federal and state regulations 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names If appropriate, state what stream or river it flows into. No 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None TUKW 01204 Applicant Responses: Agency Comments 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No 5. Does the proposal lie within a 100 - year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground: Please respond to all questions. Use separate sheets as necessary. 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No TUKW 01205 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: None c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. Storm water: (3) 6'x127' detention pipes to storm drain system. Carwash water: 1500 gallon water reclamation system to sanitry sewer. 2. Could waste materials enter ground or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: None TUKW 01206 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be removed or altered? Popular trees - removed and replaced. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Replacement tress, Type 2 & Type 3 perimeter landscaping. Agency Comments TUKVV 01207 Deciduous tree: alder le, aspen, other Popular Eve .0 - en tree 1r, cedar pine, other �• hrubs rass Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: b. What kind and amount of vegetation will be removed or altered? Popular trees - removed and replaced. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Replacement tress, Type 2 & Type 3 perimeter landscaping. Agency Comments TUKVV 01207 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Mammals Fish Other Hawk, heron, eagle, songbirds, othe robins, crow Deer, bear, elk, beaver, other. Bass, salmon, trout, hearing, shellfish, other: b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Gas heat, electricity. For heating and lighting and carwash equipemnt. Agency Comments TUKW 01208 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comment. b. Would.your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: None 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1. Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any: None TUKW 01209 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None 2. What types and levels of noise would be created by or associated with the project on a short-term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short term construction noise from 6am to 6pm. Long term basis: Vacuum noise. 3. Proposed measures to reduce or control noise impacts, if any: To build a 6 feet tall wood fence on top of the keystone retaaining wall on the east side. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Site is currently vacant. North, South and West of the propoerty is commerial /retail. The east side is residental use. b. Has the site been used for agriculture? If so, describe. No TUKW 01210 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site? RC - Regional Commerical f. What is the current comprehensive plan designation of the site? Regional Commerical g. If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No TUKW 01211 Agency Comment; Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments i. Approximately how many people would reside or work in the completed project? None j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: None 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: None 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing? N/A TU KVV 01212 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. N/A c. Proposed measures to reduce or control housing impacts, if any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The tallest of the building will be 29'. The principal exterior material will be CMU and stucco. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: None TU KW 01213 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Lighting of building exterior, and parking areas. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: All light directed inward toward center of site. 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Sea -tac airport, Crystal Springs Park, North Sea -tac Park. Agency Comments TUKW 01214 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Would the proposed project displace any existing recreational uses? If so, describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: N/A 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: None TUKW 01215 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Tukwila International Blvd. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes c. How many parking spaces would the completed project have? How many would the project eliminate? 11 new and none will be eliminated. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No Agency Comment TUKW 01216 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comment f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Unknown g. Proposed measures to reduce or control transportation impacts, if any: None . 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, system other: septic TUKVV 01217 C. SIGNATURE Signature: Date Submitted: Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comment b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. All existing The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. (NON- PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). TUKW 01218 Part A: (To Be Completed by Applicant) Purpose of Certificate: Building Permit ❑ Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family ❑ Residential Multi- Family 51 Commercial ❑ Other Applicants Name: SQ,•,i St a a re Phone: yR5- 37p' -gy07 Property Address or Approximate Location: Tax Lot Number: Iii? 7113 O041oO 0130 Legal Description(Attach Map and Legal Description if necessary): ' ca v e-c�/ Part B: (To Be Completed by Sewer Agency) r ".; 1. ® a. Sewer Service will be provided by side sewer connection only to an existing 6 ~' size sewer a 0 feet from the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and /or ❑ (3) other (describe): 2. (Must be completed if 1.b above is checked) ' ❑ a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. 5f a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ • UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County/METRO Capacity Charge: Currently, $4136.93 /residential equivalent, will be billed directly by King County after connection to the sewer system. (Subject to change by King Co /Metro without notice.) b. Easements: 21 Required May be Required / c. Other. C 1 1 'b e e l ele_►i :z e a o r ) •., co 0.7 i r) e j ' b r w A sick ,rdw e-✓' °e_4lc✓"7<rri bvill be ✓r yverc CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY 'd Certificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability I h -by certify that the above sewer agency information is true. This certification shall be valid for one year fthe date of signature By Title / 14816 Mi ` ry Road South CITY RECEIVED T P.O. Bo 550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 )/1, r- TUKW 01146 MAR 1 0 2005 PERMIT CENTER Date 4111 III ',cs ATTACHMENT TO BAR 1 0 1005 VAL WE SEWER DISTRICT DEv E. ANTI, CERTIFICATE OF SEWER AVAILABILITY /NON - AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ( "District ") Certificate of Sewer Availability/Non - Availability ( "Certificate "). 1. This Certificate is valid only for the real property referenced herein ( "Property "), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and /or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whe'ther by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and /or regulations in effect at the time of such application. 1 acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Date 8953910011270798.0115SY601!.DOC (1/26/04) -1- TU KW 01147 ■ • PORTIONS OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. • WATER VAULT W/ 1 -1/2' METER SET C8 TYPE 1 RW - l.29 LE... 339.24 N 12' RCP I.E. - 339.19 S 12" RCP SS MH 1.61 LE. -33161 N LE. - 333.5158' 1 RW - 1.61 LE. - 339.159112'RCP LE... 338.88 S 12" RCP CB TYPE 1 RIM - 63 LE.- 338.43N 1Y RCP LE.. 338.46 S 12' RCP CB TYPE 1 RIN = 338.78 LE. - 337.08N12"RCP LE. - 337.08 S 12' RCP FOUND RR SPIKE CDR. 0.18' NORTH 1.34' EAST SET PK NAIL W/TAG 'FCH 17667' 1 1 SOUTH 150TH STREET N88 02'1511 190 . 23 '(C)190.31'(P) [RIGHT OF WAY 9 F y'o /I'm 1 - 4 4 LINK PUBLIC WORKS DEPT. RIGHT OF WAY - ENGINEERING- STREETS- WATER - SEWER- PARKS- BUILDING- 1 N88 1I4.54'(C) 3, DESIGNED MANN 0E0E0 PRO,1 ENG. PRO. OIR. F1ElD IRA NO SET 1 2' REBAR W CAP 'FCH 17667" 0.40 SOUTH BY 0.35' WEST OF C 7' CYCLONE FENCE CORNER POST. 0.25' NORTH BY 0.25 WEST OF CONC. FOOTING 6' CHAIN BY DARE SET LEAD W ACK .8 WASHER FCH 17667 0.05' IN FORM EDGE OF CONC. FOOTING " WIDE RETAINING WALL WITH 4 CHAIN LINK FENCE FOUND REBAR N61 50 30'E, 0.53' FROM PROP CUR. 801 05'54'E 27.08'(C) 27.46(P) FOUND REBAR S39 39 04 E. 0.39 FROM PROP. CBR. N87 57'56'W 23.30'(C) SET 1/2' REBAR w CAP 'FCH 17667' WAPAndrews roup. 914 140TH AVE. NE. SURE 100 BELLEVUE, WASHINGTON 98005 (425) 378 -9407 VERTICAL DATUM USED OTT CF TUKWILA VERTICAL DATUM (NAND 88) BEN001ARK5 USED & PROVIDED BY THE 0TY OF TUKWILA USED BENCHMARK N0. 67; EL- 358.41 FEET BOUNDARY AND R/W REFERENCE THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS DONE WRHOUTH THE BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS MAY EXISTS THAT ARE NOT SHOWN ON THIS SURVEY. HORIZONTAL DATUR WASHINGTON STATE PLAN COORDOIATE SYSTEM, NORTH 20NE (NAD 83/911 USED OTT OF TUKWOA POINTS AS SHOWN. COORDINATES SHOWN HEREON HAVE BEEN CONVERTED 10 GROUND COORDINATES TO CONVERT BACK TO GRID COORDINATES SUPPUED BY THE CRY MULTIPLY BY THE FOUAWING COMBINED GRID SCALE FACTOR OF: 0.99999393 TO THE GROUND COORDINATE LEGAL DESCRIPTION Penal C That Parton of lots 8, 27, and 28 h Biala 2 of First Addition to Adam's Home Tracts. as per Plot recorded h Vdume 12 of Plots, pope 50. Records of King County. describes as follows BEGINNING at the Intersection of the North One of South 150th Street and the Easterly One of State Road No 1, THENCE North 18'28'40' East dog the Easterly One of said road 126.43 feet to the TRUE POINT OF BEGINNING wh1it is on the North line of the South 120 feet of said Lao 27, and 28 as measured don; the Easterly One thereof, THENCE South 89'44'10' East danp said North the 190.31 feet to point on the East line of Lot 27 and ditch b 120 feet North of the Southeast caner thereof, THENCE North 00'33'50' West dog the East the of Lots 27 and 8, a distance of 220.39 feet, THENCE North 89'40'10' West 114.60 feet to the East lie of State Road Nor 1, THENCE on said East One South 1818'40 West 232 feet to the TRUE PONT OF BEGINNING. and That portion of Lot 26 in Block 2 of said plat, dearbsd as follows 8EG0R940 at the htasection of the North lie of South 150th Street and the East Me of State Road No. 1 (Highway 99). THENCE North 18'28'40" East, don; the Easterly One of said road. 126.43 het to point which is on the North One of the South 120 het of sold Lots 27 and 28 as measured daq the Easterly line thereof, THENCE South 89'44'10 East. along said North One, 190.31 het to a point on the East the of tot 27 and which b 120 feet North of the Southeast canner thereof, 194(801 North 001)3'50' West dog the East One of tot 27, a distance of 55.89 feet to the TRUE POINT OF BEGINNING THENCE North 0013'50 West dag the East Dne of Lot 27. a distance of 137.48 feet to the North Rine of Lot 27, THENCE East 23.30 feet along the North Dine of Lot 26 which the is o prolongation of the North One of lot 27, THENCE Southwest 139.06 het to the TRUE PUNT OF BEGOADiG, (Also blown as Lot A of Lot Line Adjustment No. 983059, recorded under Recerdhg No. 8901180986) Reff Re cn&g Number 2001222000514 Situate h the City of Tukwila. Gbhmty of King State of Washington CITY OF TUKWILA CAR WASH VICINITY OF TUKWILA, KING COUNTY WASHINGTON CONCRETE CURB RIGHT OF WAY - - - CENTER OF RIGHT OF WAY FOG LINE as Ina ASPHALT EMS= RETAINING WALL FLOW LAZE 1 Dl) UA• RG80 WATER LOCATED BY PANT UNDERGROUND STORM UNDERGROUND GAS LOCATED BY PANT OVERHEAD POWER 04/IN UNK FENCE • FOUND MONUMENT N CASE o TRAFFIC BOLLARD O SEVER MAN HOLE P FRE HYDRANT 3 0 TRAFFIC 5101 B WATER VALVE ID GAS VALVE ❑ CATCH BASIN B WATER METER o- POWER POLE e - GUY ® CATCH BASIN 2 t� DECIDUOUS CONFER • SET IRON LS 0176679/23/02 X SET LEAD/TACK LS r7667 9/23/02 O SET REBAR ,/GYP LS /17667 9/23/02 Q FOUND REBAR AND CAP O FOUND PW NAIL/SHINER NUMBER 03/28/03 1 O3 /14/03 NO 0416 0 15 30 60 SCALE: 1' =J0 QED SPECIES RESPECT TO CON0ENT POD IEG1, RESOLVE RAS/W COACT REVISIONS PIE Net 2413STP1 DA16: SEP 2002 w SCAM: TUKW 01148 EVERGREEN 10" HOLLY EVERGREEN 6' JUNIPER EVERGREEN 8" CEDAR 4 EVERGREEN 8" CEDAR 5 EVERGREEN 8' CEDAR 5 EVERGREEN 14" CEDAR 7 EVERGREEN If CEDAR 8 DECIDUOUS 42' POPLAR 9 EVERGREEN 10 CEDAR DECIDUOUS 2014' POPLAR EVERfRREEN 6' RHODODENDRON hf EVERGREEN 6" RHODOOENDRON DECO)UOUS POPLAR I z28' 0 CEDAR 1 40" POPLAR EVERIREEN 10' CEDAR DECOR10U5 40' POPLAR DECIDUOUS 46' POPLAR EVERGREEN 10 CEDAR DECIDUOUS 26' POPLAR DECIDUOUS 10' POPLAR DECIDUOUS 26" POPLAR .5 . DECIDUOUS 30' POPLAR EVERGREEN 14" FIR • EVERGREEN 24' FIR ■ • PORTIONS OF SECTION 22, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. • WATER VAULT W/ 1 -1/2' METER SET C8 TYPE 1 RW - l.29 LE... 339.24 N 12' RCP I.E. - 339.19 S 12" RCP SS MH 1.61 LE. -33161 N LE. - 333.5158' 1 RW - 1.61 LE. - 339.159112'RCP LE... 338.88 S 12" RCP CB TYPE 1 RIM - 63 LE.- 338.43N 1Y RCP LE.. 338.46 S 12' RCP CB TYPE 1 RIN = 338.78 LE. - 337.08N12"RCP LE. - 337.08 S 12' RCP FOUND RR SPIKE CDR. 0.18' NORTH 1.34' EAST SET PK NAIL W/TAG 'FCH 17667' 1 1 SOUTH 150TH STREET N88 02'1511 190 . 23 '(C)190.31'(P) [RIGHT OF WAY 9 F y'o /I'm 1 - 4 4 LINK PUBLIC WORKS DEPT. RIGHT OF WAY - ENGINEERING- STREETS- WATER - SEWER- PARKS- BUILDING- 1 N88 1I4.54'(C) 3, DESIGNED MANN 0E0E0 PRO,1 ENG. PRO. OIR. F1ElD IRA NO SET 1 2' REBAR W CAP 'FCH 17667" 0.40 SOUTH BY 0.35' WEST OF C 7' CYCLONE FENCE CORNER POST. 0.25' NORTH BY 0.25 WEST OF CONC. FOOTING 6' CHAIN BY DARE SET LEAD W ACK .8 WASHER FCH 17667 0.05' IN FORM EDGE OF CONC. FOOTING " WIDE RETAINING WALL WITH 4 CHAIN LINK FENCE FOUND REBAR N61 50 30'E, 0.53' FROM PROP CUR. 801 05'54'E 27.08'(C) 27.46(P) FOUND REBAR S39 39 04 E. 0.39 FROM PROP. CBR. N87 57'56'W 23.30'(C) SET 1/2' REBAR w CAP 'FCH 17667' WAPAndrews roup. 914 140TH AVE. NE. SURE 100 BELLEVUE, WASHINGTON 98005 (425) 378 -9407 VERTICAL DATUM USED OTT CF TUKWILA VERTICAL DATUM (NAND 88) BEN001ARK5 USED & PROVIDED BY THE 0TY OF TUKWILA USED BENCHMARK N0. 67; EL- 358.41 FEET BOUNDARY AND R/W REFERENCE THE BOUNDARY AND TOPOGRAPHIC SURVEY WAS DONE WRHOUTH THE BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS MAY EXISTS THAT ARE NOT SHOWN ON THIS SURVEY. HORIZONTAL DATUR WASHINGTON STATE PLAN COORDOIATE SYSTEM, NORTH 20NE (NAD 83/911 USED OTT OF TUKWOA POINTS AS SHOWN. COORDINATES SHOWN HEREON HAVE BEEN CONVERTED 10 GROUND COORDINATES TO CONVERT BACK TO GRID COORDINATES SUPPUED BY THE CRY MULTIPLY BY THE FOUAWING COMBINED GRID SCALE FACTOR OF: 0.99999393 TO THE GROUND COORDINATE LEGAL DESCRIPTION Penal C That Parton of lots 8, 27, and 28 h Biala 2 of First Addition to Adam's Home Tracts. as per Plot recorded h Vdume 12 of Plots, pope 50. Records of King County. describes as follows BEGINNING at the Intersection of the North One of South 150th Street and the Easterly One of State Road No 1, THENCE North 18'28'40' East dog the Easterly One of said road 126.43 feet to the TRUE POINT OF BEGINNING wh1it is on the North line of the South 120 feet of said Lao 27, and 28 as measured don; the Easterly One thereof, THENCE South 89'44'10' East danp said North the 190.31 feet to point on the East line of Lot 27 and ditch b 120 feet North of the Southeast caner thereof, THENCE North 00'33'50' West dog the East the of Lots 27 and 8, a distance of 220.39 feet, THENCE North 89'40'10' West 114.60 feet to the East lie of State Road Nor 1, THENCE on said East One South 1818'40 West 232 feet to the TRUE PONT OF BEGINNING. and That portion of Lot 26 in Block 2 of said plat, dearbsd as follows 8EG0R940 at the htasection of the North lie of South 150th Street and the East Me of State Road No. 1 (Highway 99). THENCE North 18'28'40" East, don; the Easterly One of said road. 126.43 het to point which is on the North One of the South 120 het of sold Lots 27 and 28 as measured daq the Easterly line thereof, THENCE South 89'44'10 East. along said North One, 190.31 het to a point on the East the of tot 27 and which b 120 feet North of the Southeast canner thereof, 194(801 North 001)3'50' West dog the East One of tot 27, a distance of 55.89 feet to the TRUE POINT OF BEGINNING THENCE North 0013'50 West dag the East Dne of Lot 27. a distance of 137.48 feet to the North Rine of Lot 27, THENCE East 23.30 feet along the North Dine of Lot 26 which the is o prolongation of the North One of lot 27, THENCE Southwest 139.06 het to the TRUE PUNT OF BEGOADiG, (Also blown as Lot A of Lot Line Adjustment No. 983059, recorded under Recerdhg No. 8901180986) Reff Re cn&g Number 2001222000514 Situate h the City of Tukwila. Gbhmty of King State of Washington CITY OF TUKWILA CAR WASH VICINITY OF TUKWILA, KING COUNTY WASHINGTON CONCRETE CURB RIGHT OF WAY - - - CENTER OF RIGHT OF WAY FOG LINE as Ina ASPHALT EMS= RETAINING WALL FLOW LAZE 1 Dl) UA• RG80 WATER LOCATED BY PANT UNDERGROUND STORM UNDERGROUND GAS LOCATED BY PANT OVERHEAD POWER 04/IN UNK FENCE • FOUND MONUMENT N CASE o TRAFFIC BOLLARD O SEVER MAN HOLE P FRE HYDRANT 3 0 TRAFFIC 5101 B WATER VALVE ID GAS VALVE ❑ CATCH BASIN B WATER METER o- POWER POLE e - GUY ® CATCH BASIN 2 t� DECIDUOUS CONFER • SET IRON LS 0176679/23/02 X SET LEAD/TACK LS r7667 9/23/02 O SET REBAR ,/GYP LS /17667 9/23/02 Q FOUND REBAR AND CAP O FOUND PW NAIL/SHINER NUMBER 03/28/03 1 O3 /14/03 NO 0416 0 15 30 60 SCALE: 1' =J0 QED SPECIES RESPECT TO CON0ENT POD IEG1, RESOLVE RAS/W COACT REVISIONS PIE Net 2413STP1 DA16: SEP 2002 w SCAM: TUKW 01148 Site address (a RECEIVED • Drry (1F T11KWAr1l A CITY OF TUKWIL4 Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 MAR 1 0 2005 PERMIT CENTER Permit Center /BuiIt t Division: 206431.3670 Public Works Department: 206-433-0179 Planning Division: 206 -431 -3670 ch map and 4 /D c e til fir - c iflc.1: Is or he ur p Owner /Agent Signature 1. The proposed' project is within 2. o Improvements required. N I hereby certify that the above information Is true and correct. Co, OcSZ Agency hone CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district e I description showing by eliminary Plat ❑ Rezone Vehicular distance from nearest hydrant to the closest point of structure is Area is served by (Water Utility District): (A)0 0S t location and size of main): / By PERMIT NO.: V 1, WFw •.typs issp;rarrrr'�rVnR�q ;9aN �t.7ti J, 1p {1 �a lory') p 'd In ` e 1 'i,1 14t u 'aA ik.i ^ e�!!,i. ;iJ� j . �l•;kN. A �':�..! r� FM Address: Phone: ft. ❑ Short SuM u)ielst4 ❑ Other ❑ Residential Building Permit '9C' Commercial /Industrial Building Permit Estimated number of service connections and water meter size(s): /8a4 -' ZeoAc Date ire ar Q Yt7" �1 itrYl 7 �:�f`� ..,�'F;l'IfLTEIMM M 'i �„t, �"` ,�rF,N�,Ajit N Ir j�JfAV:II�•.if.�Tfl7.���1.��t� t � ..t�.dnk ":YC� 1i( Wf �'a �1.... ,dir (Y }S�A..�te'�.�2NNit�..7x HaW � I °n. y J tkTif�.wm. �liuii 1 1!N' arr =1,41 L.. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet if more mom is needed) 4. Based upon the improvements listed above, water can be provified and will be available at the site with a flow of Cam at 20 psi residual for a duration of 2 hours at a velocity of 7 0 fps as documented by the attached calculations. 5. Water availability: t- Acceptable service can be provided to this project ED Acceptable service cannot be provided to this project unless the improvements in Item 8 -2 are met. CD System is not capable of providing service to this project. This certificate is not valid without Water District No. 125's attachment entitled "Attachment to Certificate of Water Availability." (City /County) TUKW 01149 gprr —7ss) -.0 Date j am- ZCC>'t'"CD Revised Level 1 Drainage Analysis For the Northfield Car Wash 14840 Tukwila International Boulevard Tukwila, Washington 98168 Prepared By: CHS CHS ENGINEERS, LLC Project No: 690506 May 2005 CHS Engineers, LLC 12507 Bel -Red Road, Suite 101 Bellevue, Washington 98005 -2500 425.637.3693 EXPIRES: 10 /2O / /tj 1 RECEIVE LJUN 0 3 2005 COMMUNITY DEVELOPMENT TUKW 01219 TABLE OF CONTENTS Project Overview 1 Task 1: Define and Map the Study Area 1 Task No. 2: Resource Review 2 Task No. 3: Field Inspection 2 Task No. 4: Drainage System Description and Problem Descriptions 2 Task No. 5: Mitigation of Existing or Potential Problems 3 Appendix Exhibits Photos WLRD Drainage Complaints City of Tukwila Drainage Complaints Western Washington Hydraulic Model Output TUKW 01220 Project Overview: REVISED May 25, 2005 Revised Level One Drainage Analysis for the Northfield Car Wash 14840 Tukwila International Boulevard In Tukwila, Washington 98168 The proposed project site is a vacant lot 0.84 acres in size, as shown in Picture 1 in the Appendix. A few trees and brush exist at the south end of the property. The site is located at 14840 Tukwila International Boulevard in the City of Tukwila, Washington. The proposal is to construct a car wash and attending encompassing the majority of the site. The topography of the site consists of a level slope from the western boundary with Tukwila International Boulevard of proximately 3 to 4 percent or 120 feet, at which point the property drops at a rate approaching 20 percent as it meets the adjoining property. In discussions with the project's geotechnical engineer, we learned that there is a layer of outwash sand beneath an overlying fill of a medium density till. This soil type generally is poor for use as infiltration areas, although infiltration will be explored as the engineering design progresses. The full geotechnical report will be available during the design process. Task 1: Define and Map the Study Area The study area for the site extends upstream approximately 3,500 feet and approximately 1,000 feet downstream to Gilliam Creek. The upstream drainage area is about 20 acres, as shown as Exhibit A in the Appendix. This area consists of existing single - family dwellings, roads, driveways and landscaping. Also, some development has occurred where drainage /detention and water quality systems have been constructed. Flow leaving the site leaves as sheet flow in a westerly direction and eventually reaching the existing storm system in 42 " Avenue S. This flow then travels through the storm water system for a tenth of a mile where it joins a ditch heading south. This ditch eventually joins up with Gilliam Creek, which ultimately discharges into the Green River. The drainage system is shown on Exhibit B in the Appendix. 1 TUKW 01221 Task No. 2: Resource Review A review of the current information available through King County DDES has been performed regarding this project site. The project is within the Duwamish River /Green River Drainage Basin and Watershed area, thus the need for Level 2 flow. This will require the design and construction of an underground tank or vault located site near the eastern property line to be used for detention and water quality. The outfall would be connected to the existing storm drain system located on the south side of S. 148 Street (shown on the Site Plan contained in the Appendix). This storm system initially consists of a 12 -inch pipe, shown in Picture 7 in the Appendix. This pipe was visually inspected during the Field Inspection from the point at which we propose to tie in the storm drain from the project site to 42 " Ave S. The pipe appeared to be in good shape. Research with King County has shown there are a few drainage complaints within the downstream area (Exhibit C in the Appendix shows the locations, and the Appendix contains the relevant complaints). Further research with the City of Tukwila did reveal some complaints in the vicinity. After reviewing this information (included in the Appendix) and visiting the downstream areas, with further review, it appears that this proposal can be designed to reduce flows to a level below the existing. Additionally, infiltration will be fully investigated during the final design stage of the project. Task No. 3: Field Inspection: 1. Investigate any problems reported or observed during the resource review. None were observed. 2. Locate all existing/potential constrictions or lack of capacity in the existing drainage system. None were observed. 3. Identify existing/potential flooding problems. No potential or existing flooding problems were observed. 4. Identify existing/potential overtopping, scouring, bank sloughing or sedimentation. None were observed 5. Identify significant destruction of aquatic habitat or organisms. None were identified. 6. Note the date and weather conditions. The site was visited March 7, 2005. The weather was sunny and warm. On May 24, 2005 the site was revisited to further investigate downstream conditions resulting in a change of outfall location from S. 150 St. to S. 148 St.. During the second visit the weather was sunny and warm. Task No. 4: Drainage System Description and Problem Descriptions A filed review of the downstream area did not reveal any existing or potential problems other than noting that the Green and Duwamish Rivers provide Chinook habitat, shown in the Appendix as Exhibit D. This concern should easily be addressed using Level II Detention and basic water quality treatment along with routing the flows from the 2 TU KW 01222 detention system into the City's existing storm drain system on S. 148 St. in order to bypass the natural watercourse. King County information available on -line has been included in the appendix. The upstream area consists mostly of developed single - family properties with either landscaped and or naturally vegetated areas and impervious surfaces such as roofs, driveways, and decks. It appears that a portion of the flow is directed to individual drainage systems, which then direct flows into Tukwila's existing storm drain. Flows generally enter the site in the form of precipitation and leave the site heading westerly as sheet flow, crossing the neighbor's property before entering the storm drain system on 42 " Avenue S. From here, it appears to head into a gully that heads south under S 150 Street. This seasonal stream is undisturbed with native vegetation. It crosses under S 150 Street in a 3 ft. concrete pipe, which has a trash rack mounted on the upstream side. At S 150 Street a steel trashrack has been installed upstream of a 36" concrete. The outlet area has been lined with riprap and is depicted in the Appendix as Picture 2. South of this point, the channel flows into Gilliam Creek, which in turn flows into the Green River. Picture 3 in the Appendix shows Gilliam Creek near where the channel enters. Task No. 5: Mitigation of Existing or Potential Problems A combination Level 2 detention and basic water quality facility will provide the required stormwater quantity and control, reducing the peak runoff from the site. The Appendix includes output from the Western Washington Hydraulic Model to support this. Additionally the stormwater will be routed via tightline north to be discharged into the existing storm drain on S. 148 Street (pictures 4 — 6 in the Appendix show parts of the proposed route), thus bypassing the natural watercourse. During the May 24 visit this storm drain was investigated and followed to 142 Ave. S. where it connects into the storm drain running under 142 " Ave. S. The conveyance system appears to be in good shape. Picture 7 in the Appendix is typical of the City's existing storm drain on the south side of S. 148 St. 3 TU KW 01223 APPENDIX TUKW 01224 8 No. S 144714 ST. S 148711 ST. 5 152N0 ST 5 154TH ST. 518 " P 7 SITE 6' NA. SANITARY SEWER TYPICAL -- TANK -30X1 N88'02'15 TRENCH DRAIN V 11 4 • ' ECYCLED WASH WATER RETURN N98'02'15" OIL WATER SEPARATOR 115.27'(' 114.64'( BYPASS CATE u ) r�s 11 ,II DOWNSPOUTS (TYP.) r�, FLOOR DRAINS JOINT USE DRIVEWAY EASE. TO BE OBTAINED Date By VICINITY MAP SCALE 1:5000 m � IT O NEW WATER FOR IRRIGATION EX. MONUMENT SIGN Ckd. Appr. ti 0 10 20 SCALE: 1' =20' CALL 2 BUSINESS DAYS BEFORE YOU DIG 1- 800 - 424 -5555 Revision 40 N TO SD & DETENTION SE 1/4, NE 1/4 SEC 34, TWP 25N, RGE 5E, W.M. KING COUNTY, WASHINGTON NOTE CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING BRUTES PRIOR TO STARING ANY WORK, AND TO RELOCATE OR ABANDON ANY AS NEEDED. EXPIRES: 10/20/ TANK 1500 OIL WATER SEPARATOR TANK 10 BLDG. & SETBA CB (TYPE 3) MANHOLE RIM: 3320' 6' -0 "H TRASH ENCLOSURE Drawn By NJH Designed By SDS 601'05'54"E 27.08'(C) 27.46(P) i NEW 20' UTILITY ESMT TO BE OBTAINED EASEMENT TO O BE MAINTAINED BY OWNEF 8' SS 0.57X - __6 SD O 057X N8757'56 "W 23.30'(0) CB (TYPE 2) W/ FLOW RESTRICTOR TEE TYPE RIM: 328.0' IE 324.917' KEYSTONE RETAINING WALL (3) 6'DIAx127' PIPES FOR DETENTION 6' HIGH WOOD FENCE WITH METAL POSTS ON TOP OF KEYSTONE RETAINING WALL VACUUM ISLAND, CB (TYPE 3) MANHOLE W/ METAL FRAME AND GRATE (20'x241 TYP. l RIM: 333.9' P m 1E: 324.917' CONNECT FOOTING DRNN TO STORM DRAIN Date 05.17.05 Date 05.15.05 ss so CB (TYPE 3) MANHOLE W/ METAL FRAME AND GRATE (20'x24') TYP. RIM: 333.0' UTILITY NOTES IE 316.0' That portion of Lot 26 in Block 2 of said plot, described as follows 3. ADJUST ALL MANHOLES. CATCH BASINS. AND VALVES IN PUBUC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 12507BEL -RED ROAD SUITE 101 BELLEVUE WA 98005.2500 Checked By Date LMC 05.17 05 Approved By Date LMC 05.17.05 S. 148TH ST. - - - - - - _J TYPE 3 MANHOLE AT EACH BEND (TYP.) 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. LEGAL DESCRIPTION Parcel C That portion of lots 8, 27, and 28 in Blocks 2 of First Addition to Adam's Home Tracts, as per Plot recorded in Volume 12 of Plats, page 50. Records of King County, describes as follows: BEGINNING at the intersection of the North line of South 150th Street and the Easterly line of State Road No. 1, THENCE North 18'28'40" East along the Easterly line of said road 126.43 feet to the TRUE POINT OF BEGINNING which is on the North line of the South 120 feet of said Lots 27, and 28 as measured along the Easterly line thereof, THENCE South 89'44'10' East along said North line 190.31 feet to a point on the East line of Lot 27 and which is 120 feet North of the Southeast corm thereof, THENCE North 00'33'50' West along the East line of Lots 27 and 8, a distance of 220.39 feet, THENCE North 89'40'10' West 114.60 feet to the East line of State Rood No. 1, THENCE on said East line South 18'28'40' West 232 feet to the TRUE POINT OF BEGINNING, and BEGINNING at the intersection of the North line of South 150th Street and the East line of State Road No. 1 (Highway 99), THENCE North 1828'40' East, along the Easterly line of said road, 126.43 feet to point which is on the North line of the South 120 feet of said Lots 27 and 28 as measured along the Easterly line thereof. THENCE South 89'44'10' East. along sold North Inc. 190.31 feet to o point on the East line of Lot 27 and which is 120 feet North of the Southeast came thereof, THENCE North 00'33'50' West along the East line of Lot 27, a distance of 55.89 feet to the TRUE POINT OF BEGINNING. THENCE North 00'33'50' West along the East line of Lot 27. a distance of 137.48 feet to the North line of Lot 27, THENCE East 23.30 feet along the North line of Lot 26 which line Is a prolongation of the North line of Lot 27, THENCE Southwest 139.06 feet to the TRUE POINT OF BEGINNING, (Also known as Lot A of Lot Line Adjustment No. 983059, recorded under Recording No. 8901180986) Ref. Recording Number 2001222000514 Situate in the City of Tukwila, County of King, State of Washington PARCEL ARF&: TOTAL SITE = 35,458 S.F. (0.81 AC) 1. GENERAL NOTES LOCATIONS SHOWN FOR EXISTING UTIUTIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK. NOTIFY THE UTIUTIES INSPECTOR AT 206 - 433 -0179. 3. REQUEST A PUBUC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206 -433 -0179. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 4. 5, THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS. THE APPROVED PLANS. AND A CURRENT COPY OF CITY OF 7YK`MLA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6, ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE - APPROVAL FROM THE OWNER. THE ENGINEER. AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBUC FACIUTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON UCENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 14. THE DETENTION VAULT REQUIRES A SEPARATE PERMIT WHICH IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ACQUIRE. CONSTRUCTION NOTES 1. AU. WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE J08 SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITEE /CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITYS INSPECTORS) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS: a. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: b. PRIOR TO ANY ACTIVITY IN GITY RIGHT -OF -WAY, PERMITEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION. ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WEEK AND SHALL MEET MEET REQUIREMENTS. G ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2512 THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO THE BUILDINGS SHALL BE MAINTAINED AT ALL TIMES. EXCEPT WHEN THE PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REOUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. Scale: Horiz. 1• =20• Vert. N A Job No. 690506 LEGEND CONCRETE CURB RIGHT OF WAY CENTER OF RIGHT OF WAY 0 0 0 o- ID B 0- 1 0 0 • FOG UNE ASPHALT RETAINING WALL FLOW UNE N ERGROUND WATER LOCATED BY PAINT -W- ( 10 D.I.) -50- UNDERGROUND STORM -0- DRAIN WATER (FROM TRENCH DRAIN) - 55- SANITARY SEWER - 5 - SEWER (FROM RECYCLED WASH WATER) - 0- UNDERGROUND GAS LOCATED BY PAINT -P- OVERHEAD POWER a EXISTING FENCE FOUND MONUMENT IN CASE TRAFFIC BOLLARD SEWER MAN HOLE FIRE HYDRANT 3 TRAFFIC SIGN WATER VALVE GAS VALVE CATCH BASIN WATER METER POWER POLE GUY CATCH BASIN 2 DECIDUOUS CONIFER SET IRON LS 117667 9/23/02 SET LEAD/TACK LS 07667 9/23/02 O SET REBAR W /CAP LS (17667 9/23/02 ll FOUND REBAR AND CAP 6 FOUND PK NAIL /SHINER EXISTING SINLLt UGHT NOTE SUBGRADE MUST BE CAREFULLY & THOROUGHLY REDENSIFIED BEFORE CSTC IS APPUED. THIS MAY BE ACHIEVED BY HAVING THE COMPACTOR MAKE FOUR PASSES OVER THE SUBGRADE (ONE PASS IS A PASSAGE FORWARD AND BACKWARD OVER THE SAME STRIP OF SUBGRADE). CONTACTS PROJECT MANAGER: DESIGN ENGINEER: OWNER: SURVEYOR FREDERICK C. HARMON THE MCANDREWS GROUP, LTD. 914 140TH AVENUE NE. SUITE 100 BELLEVUE, WASHINGTON 98005 (425)378 -9407 VERTICAL DATUM USED CITY OF 1UKVALA VERTICAL DATUM (NAND 88) BENCHMARKS USED & PROVIDED BY THE OTT OF TUKWILA USED BENCHMARK N0. 67: EL =35 &4I FEET GRADING QUANTITIES: 950 CY - CUT 530 CY - ALL SITE PLAN NORTHFIELD CAR WASH 14840 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA SCOTT ADAMS (425) 885.4300 LARRY McANDREWS (425) 378.9407 ANDY BERG (206) 242.5169 TUKW 01225 Sheet 1 0f N I I I I M 1 I I I M I I I M I I I I I I 1 ® ® ® ® ® I 1 ap Output ic1 King County , / 4C) 2 0 0 1 K ng Couni y Thomas Brothers Map Page A SWS Drainage Studies ▪ SWS Neighborhood Drainage Projects • SWS Regional Stormwater Facilities • SWS Residential Stommvater Facilities SWS Commercial Stomwater • Fealties • — 1- County Boundary e ews, n Streams Anen13 Lakes and Large Rivers http: / /www5 . metrokc. gov /servlet/com. esri. esrimap. E srimap? Servic... 1 Ser `!?uwarriish River.' y� L� A,-!, .r Lake iMAP - Stormwater 1 minim milli Mr II NM Iffalrow `tom AMR Bow Lake" 11 1 1/' Legend King County Water Resource Inventory Areas King County Drainage Basins Streets Hignaar omments earch t 1,1 . �. The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, 'completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the information contained on this map. Any sale of this map or information on this map is prohibited except by written permission of King County. King County I GIS Center I News I Services I Comments 1 Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. TUKW 01227 6-45141 Bou 7 /O / 11.01 T)■ A 111.1116ervilltkagMlIhrtegilithelIMES NM ONO IMO MN MIN NMI MI MIN 1111 Pageliii2 Send To Printer Back To TerraServer Change to 8.5x11 Print Size Show Grid Lines Change to Landscape INUSGS 1 km NE of Riverton Heights, Washin . ton, United States 01 July 1995 Image courtesy of the U.S. Geological Survey rrl 7flld Mirrncnft- f nrnnrmfinn Tormc of 11co Driaimeai 1 �xH IS/T a D2AIM44 1g P4TrC ... /printimage.aspx ?T= 2 &S =12 &X= 694& Y = 6572 &Z= 10 &P =1 +km +NE +of+ Riverton +Heights %2c +Washington %2c +United +States3 /7/2005 l ap Output co 1 1 I ► ', ! ; ', I . — ,, I S i'42Np ST © & ei ¢ ? � " _' 'S i 44T '�' • Q - I 4 i i i/J��i<T1 ; © "' S.146TH Si j 0 r r - � j '� �y . ' n S " 148TH i i n wt v ° Z v 3 154TH ST S 167TH S 172NDAL 4Cl 20031Lig County King County A l .03 ome :e,._. iMAP - Sensitive Areas (all themes) S 156TH ST — .,r" _S 158TH ST S 160T.H_ST g 1 62ND ST 2 w s '` -w _ 168THitST oA tnI Q > Q . �Q i 0 <- 12- 11j-- i e � 3 170TH ST fr' a '- M S 1 �� nI 4-1 ___S SerVlce` cn Q' 0 • ,-143RD ir., • z---...k Q � Lk ? Q1 Q l to , ' 41 at x ,: a _ - l cn l I- r' " ` : r' : y °i ? ;ie r� • S 149.T.N S T S _ } C c ▪ ; 3 I I I ,-.- 4 Qr -1�'r ■ +� 1 1 S � t i t tr Z X � ` � ';' ouirHCkrEa$� � _ < -1 �-; 1 i5 ..,. t { ft< q i T ! t- , c 0 TLUKWILA`PKWQ'tiJ ( o: kr w� zL f/� e` i � co w .w . a c* -tn L =' 'x w S 164TH ST ° + I I ¢ � ` ''- y Q. S 166TH \S1 ST Streets I I Lakes and Large Rivals Niop r Streams (canV http : / /www5. metrokc. gov /servlet/com. a sri. esrimap. Esrimap? S ervic.. • Comments, ° __„_STRANDER.BLVD w 3 tu EU [77.g C CM =, W � 1 W I i 1 W /. > co O o� _' z z ' , ti � + — I 2 sti 01 . M... «� 14 58mi 'I 1 Legend w Selected Parcels ,! Arenas WLRD Drainage Complaints 1 = County Boundary Loaf The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, {special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting ,from the use or misuse of the information contained on this map. Any sale of this map or information on this map is ;prohibited except by written permission of King County. King County I GIS Center I News I Services 1 Comments 1 Search By visiting this and other King County web pages, you expressly agree to be bound by terms and conditions of the site. The details. of J TUKW 01229 a 1/7/711115 Q• I R A11 •aP Output 1 1 Pof 2 King County 4C 2003 Kin' County 40 t • • Streets Hpgrmay Peterma Was Fish and Ditch SAO Stream Clan 1 Class 2 %arra Clara 2 &mi.:rid Clam 3 Unesmied Shoreline Management Designation Came-racy iMAP - Sensitive Areas (all themes) 3 -L. . 1 :111 1 2.1. 1 ••111• !!!! itn; flUI 114 http://www5.metrokc.goviservlet/com.esri.esrimap.Esrimap?Servic.. Service . Comments W E E - I 4 " 'f•; .;,. 1 1 0 4 r t '1, - 4, , 1 1 T il 3 UM BOW La ke Legend Naksa Runt Ruta.Careenracy Uri= tlearrnarg. Lakes and Large Rivers Streams Sole Source Aquifer SAO Wetland SAO Landslide SAO Coal feline SAO Seismic SAO Erosion Chinook Distribution +.4". Srdi 4mi Sensitive Area Notice on Title WLRD Drainage Complaints Landslide Hazard Drainage Area Cramer Hamad The information included on this map has been compiled by King County staff from a variety of sources and is subject to change without notice. King County makes no representations or warranties, express or implied, as to accuracy, ;completeness, timeliness, or rights to the use of such information. King County shall not be liable for any general, ,special, indirect, incidental, or consequential damages including, but not limited to, lost revenues or lost profits resulting TUKW 01230 LIJ 1 /52/N1(15 1 .51 PTV PHOTOS TUKW 01231 • MN MN I • MI • MI • N M M M Picture 2 Downstream side of culvert under S 150 Street TUKW 01233 Picture 3 Gilliam Creek near where the ditch running south empties into it, looking west from TUKW 01234 E 0 En En En U 0 0 0 0 0 O 0 'C Q En 0 0 f1, d- .� s 'C a 00 vi 0 0 b . 51 0 cn tin 0 0 iii 0 on 0 0 MN MN NM IM IIIII • MN • = MI MI M ■ = CI) O 0 c -b E 0 cn cn cn U O 4 0 U N o 0 O 0 O A- b 4E co E 0 0 0 O O N GA 4 O O _ • _ • • _ • _ _ _ _ _ _ _ • _ _ • _ Picture 6 Looking east along south side of S.148 St. The catch basin in the foreground is the approximate location of the proposed connection to the City's storm drain. TUKW 01237 CO M N O M I- • - - • - - - • - • - - • - - - - - - WLRD DRAINAGE COMPLAINTS TUKW 01239 MAR. 9. 2005 9:43AM KING CO. WLRD jjng County Water and Land Resources (WLR) Division 201 S Jackson St, Suite 600 Seattle, WA 98104-3855 FAX To: (Z /fl t: f/2/1.ft. Pax:. 6 c51fP 7 d Phone: NO. 1292 P. 1 /11 Date: Number of pages including cover sheet From Candi McKay, Eng Tech II WLR Stormwatcr Services Section Phone: 206- 296 -1900 Fax Number: 206 -296 -0192 IMPORTANT LEVEL 1 ANALYSIS NOTE: W o not send copies of certain complaint types that are . • t relevant such as BCW FIH and WQA, and we do not send CL an • 1 types. See key below. Type S 1, S2 and S3 will not be faxed due to size constramts. The following is a list of complaint types received by the Water and Land Resources Division Drainage Services Section. Complaint numbers beginning prior to 1990 -WX have been archived and are no longer in our possession. They can still be retrieval, if necessary, but will take additional time and may not be beneficial to your research due to their age, development which has occurred, ere. If you are interested in reviewing the actual complaints, they can be pulled (time permitting) for your review. Copies can be obtained for $ .15 per page, and $2.00 per page for plans. &f 1 YDw orxneeatlotion Ztrne of Pxowmt B CW Buiseales Clean Water DDid «F Dtaitn�e - D�ilaaeona XL Chia 1e � DHS Drams — . D TA Movement � on Hold new BR llafenemaat Review 1NQ Orange —Oman lanky PCC'ICR.ECS Pealigcomp1aints ' MMA Mentannes - Aeaheda FM s Jd ee Sew MO • Flooding FBI 5Wl1 Perron Holt Mir lta aniedeee - Mean •LS Lawsuit NMI /adamants —Needs Mdoaomce RR Amity eta agReview BMW moo- Noxious Weeds NDA NeiSh6aaAmd Balmy Assistant* SV/F SWM pa Ogaden WQC Wan Q 4 Complain WQB wax Cloa , Beet MsaegemmttPenns W4113 Wow Quality Betetaement WO Wan Quilt/ —bumps WO WanQW4 gosieredng Retiew WQI Wear Quality — Ellett Cameli a WQA Wow Qualky Audit REM SWM rite .Raemure eat WOO Wage Quality — Other CRT SWMPee•Ctaat S1,S?.SN3 Bakwaigg Studies NWD SWMPco4 w Discount *Sobjeet m Public IN:spareit uhamosts 1. Receipt OT mien aqua for doewents Z Review uatd wont by Ftoaecudne Attcoaeys aloe TUKW 01240 AR. 9.2005. 9:43AM„ CO. KU 1292 P. 2/11 KiNO COUNTY TMENT OF PUBLJC WORKS SURFACE WATER MANAGEMENT DIVISION compLANT REcavED By: e- 2?70-eda COMPLAINT INVESTIGATED BY: COMPLAINT INVESTIGATION REPORT NAB OF COMPLAINT: 47Av LOCAT sr • . givani Pi ' ' SEC TwP KROLL PG. COUNCIL DIST. .,.._ . AttOreee 8 _S , /4/rril- gr. ci4eikii; . O (2 -Y. -/2g7 I wow 1 DETAILS OF COMFLA1NTr a 24/1 , iO4 - Rat-„tettejdai42 , --i;v /xile-ei ,h7v• is /0 s /4'8 s? 7" . .� � z7 �'� ,�� a 4,141., 124 ,i6,0,Jel, 9 4.04,/ .440 'fa a).,d.emelv,/eozw..04-4-,A;i0a, W.R iz a Y i� % eZ axyzek - seg Ij&tce oc Vge( 88-0366 DETAILS OF INVESTIGATION: Sketch on reverse side: Yes $, No 0 Photos: Yes yiLkNo 0 Z1 frf44 101 - t loom m 171911. deplaihr _cr Arotooeore0 e lo$ 4d.0;i r e4"" "O "4/4"41 SW " 4 44 , 14••‘ 7 0 ,4 4 -4 1 ,1 ,0 "4.; 4gertme* 410‘4.0 !s G nor. aridord•darvaleiddwf, AcnoN TIUCEN: � � �: ..@.. r k k .., Itc+ Fl Prot otek.... Complainant advised of action possible ortaken Phone 0 Letter ❑ Personal Contact ❑ Complaint Action Handled By mod: O %c7111) Nam. • BATE: TUKW 01241 OK'd: Pats Mob 1 .MAR. 9.2005.. 9:44ANL..,.,,KING CO. WLRD E NO. 1292 KING COUEPARTMENT OF PUBLIC WORKS SURFACE WATEPlIOI XI AGEMENT DIVISION COMPLAINT INVESTIGATION REPORT DETAILS OF COMPLAINT: • 441,77.4-c ' �a Loa 1,'es i di 7J COMPLAINT RECEIVED BY: DETAILS OF INVE5t1GAT1ON: i Sketch on COMPLAINT INVESTIGATED BY: G Name SEC LTWP 2RGE 'KROLL PG. 31L COUNCIL DIST, --- NMI NO. ea/ 9i /!r , WORK NATURE OF COMPLAINT: ZitlOie` fedoi/!q AN/new/Apr RV LOCATION: • — . Cats -4 COMPLAINANT: Atoye Zotyls J Address /G, v /5 /f . E A City „srankitate 403►0•0 C,.4' t'. r /494 ,,,. 5- (Mq,#,ij c'� 7"0.✓ /�-v, � P d 6 b . 2.1k r-- gar / t, ■✓a . ".'iitli r , � /.� O-c!S /A;' sick Yea kj Nod Photos: Yd 4M s No 0 QuMMIy 1 Ott 5 ITC 3/2-11G/0. `t'EARI LoutioN. At- Leb t'ecES ' T FFAr "TOE. UP14Ii.L.. K t•it•04 AUTO iperrN La - lf o µAs ASPit AL. - reD - flttr%Q PA. Lear W.O• A PA.R.M IT. 5 4E '5 Piet! S W ATE& II.IThe 81 OF TttE L O T 15 Float" I t: 'TH G t.oT OPri~i1l• T KE3W • SToR.M LoO pa, O 1116 Vt c c BLDG. Stier TIi,WKS '(S •StiOULb: t*I 4E. 'ES 6d r4 RequiP..ED lb PUT Ia Ipp.aiwAe,e;;. THE 15 At-So AN h GE 5S F ICe14T e, TL e N NEtG, tk sae tietze t \1tsf4c L-e s7vR 4SYsTE,. oN - rv4E mew AtsPstru..T L. r PT "Ke41KY rNERG we E GPKZS pptR C& "Tttitot.Xsrkcul 116 L.•T PdJ.A MM( HAZE SYSTd.m. "tti± 115PO (4)-12'94t`A D -.y -rtie tohTEir_ RuHeFF 1e Ti+6 114k.c.K OF 'LDuDoJ.4 t L b &o LOTS. 'Ti4 t5 45 NIJ OI.b 410Q -t om S9 STEM P+T Tff E / L D Ea PP b 'R'EA I.'TY f ''I' PPaa¢5.7 Cot-3t c To - ni. Rom) 5 STiEstr \ A7 S. l (o©' sr, Pd D 'AG. t+WY, 3'D. g Sµo•S Kt mtoi S AVi-O L.CT Keet - rtt Pe - 6P Loubotil s r34.bbri 1.5wows V t Dec. - I.D UDbt' RE tLT1j rRorr. -rlt6 P.b. '1IJ FItbNT o F e./.[%i.es Acrro, CIRG�E SHowS 0+16 OF r* . White. H. BP'S I- .o cfertor4 5, DATE: Z Y ACTION TAKEN: IJp p ILA FouN b 10' izi ._ - 105 a Iv P CouN'►'ett OR REJ•Lt 14 • 1,,nee 5-k- 'THt3 15 if." TIIE CIV% of saivrAc,NO ®At_b EljFegaffeheArr 1&) A2 &A l�:lbta) LEFT 1 s546e Tb CAM... ,VI Ca ML.KeD wjTK t m.PL ,i'J4j - � -to ,,p H.ea ri415 15 AN 'S5uE Bel-We/6k) X6 1 (21{ R.# S + S - S Tog. 1 sILC- nark, 3/,190 ColTlplait►annt advieedof action possible or taken by: Phone Complaint Action Handled By SC, Letter O Personal Contact 0 . Closed :o3 (R o TUKW 01242 OK'd: ,„,... 4� o i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k 4 4inLc. -- (No viskgLa srseih sys N� w ASPm Aga hwCa6Ep• 01014 t■Pr S1 SEL A . L. kSoR- -1Q1 TRE1SGHEL • oP ‘'KCNt4 S ksrb bera jLtt4C N0. 1292.P. 4/11.. -- N w sa,® JE T'S ■ TUKW 01243 MAR. 9. 2005 9:44AM KING CO. WIRD, .I=IL .NO. 1292.P. 5/11 QEIAILS OF COMPLAINT: p vt to-ae.t) COMPLAINT RECEIVED BY COMPLAINT INVESTIGATED BY KING COUNTY DEPARTMENT OF PUBLIC WORKS SURFACE WATER MANAGEMENT DIVISION COMPLAINT INVESTIGATION REPORT c- a. ,40.6i. 961 a.7 , l0- DETAILS OF INVESTIGATION: ' Sketch on reverso side: Yes 0 No 0 Photos: Yes 0 ACTION TAKEN: at 4,16.01-0414; olair ,e it /z 7 -r?- f/ No O Ouantrty ' DATE: 44*. F % �.0 ,�,4 ,- .,, ..,r TUKW 01244 ; Complainant advised of action possible ortakenby: Phone 0 Letter 0 Personal Contact 0 1 Complaint Action Handled By Closed. 7 — fl OK'd: M NLIAMAR. 9.2005 9:44AM -7 -.-KING CO. WLRD - •.�• •••e.�d r ...lr- a- � ® ,� a , �ive.,NO. 1292 - P. 6/11 WAT ERMANAGEME'DIVI5ION Jr PLANT INVE 1GIAT ON 'REPORT DAB OF CONIpI.AINT: LOCATION; • •40MBLAINANI- d f (pF Toty stet® OEMs OF COMpLAIM T.gi-i 7e..erf ✓. A !e7' , ri 1 mow T of /7 ✓!mil Q..� ��w• -•1 •r a •� c de p /N aw. f \/{.11x1 /7R1G��CD �y r•- .. . -. -. 'DET OF INVESTIGATION: • 8lcetoh = - yesll No El Photos: Yes^RI r Visited � -- - - NaNao the site and me �► - vlry-10;`490; She had a large scrapbook of photos from the flood waters surrounding their house and entering their basement in the January 9, '90 storm event. They have lived here imately 3 years. January was the only time this has happened she said. approx- The topographic maps show the two lowest water levels to the area to be just adjacent to their house to the west and directly north across S. 150th Street. I observed this to match the contours in the field. The Sept. /989 Flood Insurance Rate Maps only show this area as a Zone X "Areas determined to be outside 500 year flood plain." The Sensitive Areas map does not show this'to be a significant wetland, nothing is marked. I called her back with the FEMA phone numbers to report damage claims. There is a piped drainage system running from south to north in an easement on the west side of their lot. At the northwest corner of their lot at S. 150tr a catch with raised asphalt berms collects water frdm the low, the road, e btr grate it north across to a large swale. Water from east and area in block the ction is collected in 12" pipes which drain into this i8" that crosses S. 150th, • INVESTIGATED BY: CTt9N TAIaN: 1. V ri■ _ al advised ofa 10 possible or d ;. .:;.... , t 1 1 0.) nt Aotlo � H'au Bled T 3;; Li II "•I .... SA-.. te —' s8 gem, p- e ,2444601 (SailLut �► iew -70 �.• M .'N� a ..f +.I�, /�.e leap t f /��..4 • f� 1 Zip r TUKW 01245 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAR. 9. 2005:- 9:45AM°' L'KING Cd. WIRD 51‹ e tcn ~` " t. 28 2o 1 ' -p 292'7 283(0 NO. 1292 P. 7/11 • TU KW 01246 Sir MAR. 9. 2005 9:45AM KING CO. WIRD NO. 1292 Knic COUNTY WATER AND LAND RESOURCES RVLSION DRAINAGE INVESTIGATION REPORT INVES7743ATION REQUEST PROBLEM: NIEASuRE : Y' Gettle Received from: NAME: Richard Bice. KC WI-RD ADDRESS: LOCATION OP PROBLEM, IF DIFFERENT: Access Permission Granted ❑ Plat name: Other _envies involved: 'J f: s RDP Citizen notified on — by DEPOSITION: Turned to on Date- ; �r OK'd Private problem - NDAP will not consider because: Water originates onsite and/or on neighboring parcel. DATE CLOSED: 3 / 74 104 B Ti ` "min (Day) PHONE __296 -8335 City 54_ -7 state Call First (Would L&e To Be Present) ENO. Itocceeo sf2 u464 0414itiai (iv O/. detovhs, or c Ake ttuadoe,'L6convinwAte R Parcel No.(3V9Z665 g 0 Kroll a SP 4Z-44 /v 4 Ie i� 2 (1014,P / e-i • phone letter • Lot No: No field invesd Th.Bros: New in person _____Other (Specify): P. 8 Type Fi (Eve) Zip Block No: Basin(.Gk) Council District !3 C Charge No. J / by OR No fmther action recommended because: Lead agency has been notified: Problem has been corrected. No problem has been identified. Prior investigation addresses problem: SEE FILE fi TUKW 01247 MAR. 9.2005 9:45AM KING CO. WLRD KING – - - - -_ - Dep t of Natural Resources Waiter and Land Resource Division DRAINAGE INVESTIGATION REPORT FIELD IPIVESTi- GATION Total Lot size: Total Pervious: Total Impervious: Total Percentage: 59,514 Sq. Ft. 1.37 Ac. 11,293 Sq. Ft. co .26 M. 48,221 Sq. Ft. en 1.11 Ac. 81% S 154th ST O. 1292 NAME io®. RIChatd Arm= __2825 S. 154th ST PEONS (2 TB PAGE KNOLL PAGE 332 DATE MAW. DZV3SMON -n INITIALS - MAB Gravel ' - parking Compact gravel/soli 9/11 655D4 1/20/2004 NTS • TUKW 01248 MAR. 9. 2005 9:46AM KING CO. WLRD NO. 1292 P. 10 /11 �, X LNG COUNTY `WATER AND LAND RESOURCES DIVISION SA.5 l DRAINAGE INVESTIGATION REPORT INVESTIGATION REQUEST Type PROBLEM: Stl zi/ -i L?P WED BY: Gettle Date: X O3 OIC'd bv L F LE NO. 2003 - (f Received from: (Day) 1-1 NAME: Richard Rice, KC WLRD PHONE 2964335 ADDRESS: City LOCATION OF PROBLEM, IF DIFFERENT: Access Permission Granted 0 CAM First (Would Lice To Be Pent) Plat name: r �4 RDP RESPONSE: SE: I -Zo -07 fwe, 16 . -c 8 e0yYvmMaaAJ acy-ea' 00 04.xt-t pdAki Other a asides involved: Masao S , S State Lot No: No field investi T >Z Parcel No. tvi t2Y V ICroit Th.Bros: New Basin WtJ Council District /3 City (urge No. Citizen notified on by phone lever in person >4 • Alsto -ebwe/ q,- c,• S ewtr o ok - rie6 DrsvOSmou: Turned to on / / by OR No further action recommended because: Lead agency has been notified Problem has been corrected. No problem has been identified. Prior investigation addresses.problem: SEE Flu # Private problem - NDAP will not oonsider because: Water originates onsits on neighboring parcel. DATE CLOSED: 3 / vit / e T B 4 �- - Other (Specify): (Eve) f_ ) Zip Block No: aired TUKW 01249 MAR. 9. 2005 9:46AM KING CO. WLRD NO. 1292 P. 11/11 KING COUP Department of Natural Resources Water and Land Resource Division DRAINAGE INVESTIGATION REPORT - FIELD INVESTIGATION ?hb to`npbs . NA) 1500 S 184th ST ADDBIss PIIONE 6-8335 TB PACE 655D5 XROLL PAGE 342 »An 10 -27 -03 MINT. DIVISION NA INITIALS -SAB 1 -20.04 on site to determine if parcel # 4247800075 is residential or commercial. This property appears to be residential. No measurements were taken. See photos below. • TUKW 01250 CITY OF TUKWILA DRAINAGE COMPLAINTS TUKW 01251 '05 11 :20AM TUKWILA DCD /PW City of Tukwila Public Works Department/Engineering Division P.1 /12 FAX TRANSMITrAL Fax Number: (206) 431 -3665 To: Title: Company: Dept: Sam Staatz Date: March 9, 2005 Frozen Laurie Werle Title: Permit Tech Division: Public Works Fax Number: (425)378 -9404 Total # of pages transmitted, Sent by including this cover sheet: 12 I (initials): LAW Sub ect: Response to Request for Action J Message/ Comments Sam, Attached are copies of RFA's that were received from 2000 to the present. It is suggested you contact Ryan Larson, Senior Engineer Surface Water, at (206)4314456 and John Howat, PVIai ®t. & Oper. Superintendent, Sewer/Surface Water at (206)433 -1864 for any complaints they may have received that didn't comae in as an RFA. If you have any questions, feel free to contact me at (206)433 -7184. Davila AIM Work, Depasenart —ON Southeaster Bly . *tlt$ Trkwiks, WA MU TUKW 01252 mar G :V. ,}},;201:1M T & ' 9 Pry.P.T rews .c.. FOR c� nrt tISE 4NLY DAIS i �6V itt6 ID: 18l47Ar1 TUKWILA DCDP1 g CITY OF REQUZST FOR PUBLIC 1151f ? _ Y Z� � WAILING =MSS& To „au „au CITY ISTAT I2art 1/ nadminiiesti vATOgkeNtecordt Bequest 4253706404 sTAYP L: P. 2/2 mom K 42- _ PA) 3»14.4 . ' TYPE O RECORDS TM ARE O Dedding Peru D iedcall emit Date Range:526 rere"Paa Bobs= 0 Laval Monk Dote Range %Olken Pertait Orig. Bldg. x /Opt Oswalt Tomtit Rem Bite A sses: . 1 . 401009 4.,L4 _ B e...., C12 PIZAZZ 1 al DBZ'AZL As POSIMIL VIZAT TOO ARC'► DOOMING FOR OR MD CORMS to pk,, svim. 44 �'” .4 dl.G ifelkiepiaL By rif a,. S Mow 1r ms YOUR PageFOOF FOR rossoic 11130010311 wax, as atioramirow amass rim woilawi DATA pow 42.:7.3201. i � ' a clumps ger i Me ni RV kW. 41011 foe 11." s rr' a bad a r m p i t asset s a i d a . aqt p m c m ► x . 1 7 j. Moot show - - P . 2 / 1 ? . 2 TUKW 01253 ' •� ' 57 ' 1 `t r'eiderit O Work In Tukwila • ❑ Visitor r ❑ COY Employee - Dept 4 . Address: r i , • t Request contad7 . p. Yes ❑ No Home phone: Work phone: t Anonymity requested? O.Yes pNo REQUFST` iIIFA Rte # r'1i / -07v Oty Date received: eiell Violation location- Street Address: • 1. It ;-, % - / V t' -' `, Corrective measures taker or assistance given (If 'None, explain): Describe location - on proiierty: (I .e., rear yard. behind . a : . Nature of report: 0 Publk Safety O Employee Safety I Other ❑ Nuisance '' Tenant/Landlord/Owner Information (if known): Describe hazard/problem In dean: /3 � x•19 /.te r Zll� y X15 Tj" /� 5' 1hl r/4/i// - - / : / 4_11" / * • - lo:ett1 e.. 1: t .ai! %sue/ of • t . . _ f Date of response l / / � 7�Gv ID. no -Pli / (name): .i /.�.. , . , / /,i41') Responding Oty Date received: eiell Corrective measures taker or assistance given (If 'None, explain): ja/n/ At2L/z/T 4442 Z .4/l,:erG" z: _ ;/ /.a i .GrL / 1✓/23' l //1.: .Fie i'c'_ / l/_ �,f2 z e �- �� /3 � x•19 /.te r Zll� y X15 Tj" /� 5' 1hl r/4/i// - - / : / 4_11" / * • D .4! d/r� J ' _-- 4 /,f//% .ai! %sue/ of • t _ f Date of response l / / � 7�Gv ID. no -Pli / (name): .i /.�.. , . , / /,i41') 1 I AP9AR 09 '05 11:20AM TUCWILA DCD/PW w• 4 TEON- City of Tukwila REQUEST FOR ACTION FORL^1ARD =`TO ❑ CODE ENFORCEMENT ❑ FIRE DEPARTMENT o POLICE DEPARTMENT O PARKS/RECREATION ...a a f P.3 /12 ,. i PPUB WKS - Engineering 0 KC ANIMAL CONTROL O PUS WKS - Utilities ❑ CITY CLERK OFFla ❑ DCD - Planning Division 0 MY ATTORNEY ❑ DCI) - Building Division ❑ OTHER: Routing: White copy to Mayors office; yellow and pink copies to responding department TUKW 01254 REQU.ES RFA File # RF4 PO '-o3t I Date re v? -~24 .... se...... Descibe location (i a rem yard, behind garage) • -, C Perri wen) -lb b vvs /E Violation Location- Street Address: L r� �I�oo �C) � l bi1rl� Nature of report: ❑ Pnblk Safety • Nuisance Tenant/Landlord /Owner Information (if known): 0 Employee Safety ❑ Other: Desaibe hazard/problem In detail: Response by (same): je 1 1� . • - C. / l rM car. • la ,,- / ' Responding City Department: ?vb W de.. --s I Date re v? -~24 .... se...... Corrective measures taken or assistance given Uf 'None ; anti's): • -, C Perri wen) -lb b vvs /E - r4-0-1 - 'TV wi L}- 1p R1f c PRaPe Response by (same): je Date of rrponyg1, o f.- 1 1 1 i 1 C Name: ACTION MAR 09 '05 11:21AM TUKWILA DCD /PW City of rukw II REQUEST FOR ACTION `FOR1V'AR Dr TO ❑ CODE ENFORCEMENT gt,puB WKS - Engineering ❑ ARE DEPARTMENT PUB WKS - Utilities ❑ POLICE DEPARTMENT ❑ DCD - Planning Division ❑ PARKS/RECREATION ❑ DCD - Building Division ❑ KC ANIMAL CONTROL ❑ CITY CLERK OFFICE ❑ CTIY ATTORNEY ❑ OTHER: REPpRTEll 6Y r .REQUESTTMKEN Department: Date: Routing: White copy to mayor's office; yellow and pink copies to responding department P.4/12 TUKW 01255 MAR 09 '05 11 :21AM TUKWILA REQUEST: City of Tukwllb REQUEST FOR ACTION RFA File # PHJc 1- 0 1 Violation Location - Street Address: 14811 42nd Ave. South DCD/PW Nature of report: 6a Public Safety G' Nuisance 0 Employee Safety ❑ Other: Describe haxard/problem in detail: is the center of land that includes a creek FORWARo';ro.. ❑ CODE ENFORCEMENT iiPUB WKS eedng ❑ FIRE DEPARTMENT ❑ PUB WKS - Utilities ❑ POIKE DEPARTMENT ❑ DCD - Planning Division O PARKS/RECREATION ❑ DCD - Building Division ❑ KC ANIMAL CONTROL O CRY CLERK OFFICE • CITY ATTORNEY G OTHER: Describe location • • on property: (Le, rear yard, behind garage) Tenant/Landlord/Owner Information (it known): owner P.5 /12 creek adjacent to sidewalk adjacent to the sidavalk. It is environmentally protected and regulated by the City. There is no barrier or fence around the creek. With the heavy rains :saw, the creek is abaeit 4 or 5 feet deep, and 5 feet vide. The City installed a release valve. The City needs to dame out and open it to slow the slater level. This needs to be =mitered mid an a regular schedule solilliallOggirdioeset have to come in every time it rains or snows. Be said kids play .and slide down the edbsutlonent and could drown in the des__ water. He also mentioned an issue regarding a fence that 'apparently EPORTEO B Yr, N ame: Address: Home phone: Work phone: g imp Request contact? ' " • Yes No Anonymity requested? .7 Yes '. No ;:REQUESTS +.TAKEN BY. Name: 'ACTION Responding City Department: Public works acs' Ischodoling =Means - this aLvo nude to be armed. City resident :❑ Work in Tukwna ❑. Visitor - CityEmployee - Dept: Department: Public Works Date received: Corrective measures taken or assistance given (if `None, explain): see letter attached Date: 11-14-01 , Response by (name): Rye Laz eon •Date of response: 12 -3-01 Routing: White copy to Mayors office: yellow and pink copies to responding deportment TUKW 01256 MAR 09 '05 11 :21AM TUKWILA DCD /PW December 3, 2001 City of Tukwila Department of Public Works P.6 /12 Steven M. Mullet, Mayor James F. Morrow, P.E., Director Subject: Request for Action Dear OSEMint I have reviewed your drainage concern with John Howat, the City's Maintenance Superintendent for Surface Water, and he assured me that the drainage structure immediately downstream of your property was functioning properly on November 14 This structure works by diverting high -flows from the stream channel east of 42" Ave. South into the water quality ponds on 42' Ave. South. This bypass removes some of these peak flows tins reducing the backwater within the stream on your property. Even with this bypass working, water will become 4 - 5 feet deep upstream of this sttucmre during heavy rains. This backup is the result of the high peak-flows combined with undersized culverts. Increasing the capacity of these culverts would.alleviaae the ponding upstream of the control structure but would increase the peak flows down stream. Any increase in down stream flows will resuk.in increased erosion and sedimentation problems and may lead to flooding. Since elevated water level within the stream channel is not causing any flooding problems, no changes to the downstream drainage system are warranted at this time. As for the installation of the fence between your property and 42"" Ave. South, last August the City made numerous attempts to contact you through various means including telephone calls, a visit to your home, an email to your church, and finally a certified letter to your home, all of which went unanswered. At that point the City was forced to remove the project from our 2001 project list. If you are still interested in working with the City to complete this work, please contact us so we can determine when we will be able to complete this project. Other sites have been scheduled for the 2002 construction season so this project may have to wait until the 2003 season. If you have any questions or concerns on this issue, please call me at (206) 433 -0179. RDL:ad twaral 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone; 206.433 -0179 • Fax: 206.431 -3665 TUKW 01257 t t= la ion ac street Addres \ '� i t 7 v:V VJ ∎,'\ A Describe location t 0 v_ i c a r t J r∎ on property: behind garage) �ti lm �. beh reyr yard, , r V 5 t11. t ' ') Nature of report: n ❑ Pubik Safety pK,Nuisance = • ❑ Employee Safety . Other: Da in„‘g.� TenafULandiord/Owner information (if !mown)* _ , .. . a w ; Describe bsaard/preblem M detail: ., • ..• : •‘ n c .■,. . \ ,I i r , r" *t. vA.6: 1 P\ c (4. -lj o ■ It\C c7( at %'t/tAri e - t•0 0 pc . c -�' ( t'5ysN4 : /0.4. J42 wa ) . v vti . y � C- .l '4!- ���k Lam. ('sok" eK 5u ; if-5;i, • (•5 ova • 1 i � : • `t.'rt --0 — C Ov Vim c.ci % q0-- 5, AN e 5i- 4 1 -- k > 1) . Y V.) i l i - A - A . X0+5 { - a t A. 3; ,,,, -A ei n c - Responding City Department : / % Dite receiv /D/0.--- Corrective measures taken or assistance given (if "None', explain): Response by (named / /f/ % Gl �eil .i.4 Date of repoo /: Dt' 1 1 I • 1-: I r. MAR 09 '05 RE UE REQUEST• TAKEN: 11 :22AM TUKWILA DCD/PW City ofcwtaa REQUEST FOR ACTION IItPA FfIe 1 ( FORWAFi -4O; l7 CODE ENFORCEMENT ❑ PUB INKS - inur ing 0 KC ANIMAL CONTROL O FIRE DEPARTMENT ❑ PUB WKS - Utilities ❑ CiTY CLERK OFFICE O POLICE DEPARTMENT 0 DCD - Planning Division 0 CITY ATTORNEY O PARKS /RECREATION 0 DCD - Building Division 0 OTHER: 1 IN h t ti t c. L• Y‘ o ' 1r 1v E f U �• r� c' EPORTED: 1W: am �. e_=_ , tity resident O Work in Tukwfa ^ Vlsfor Roc{tn g: White copy to Mayor's office; yellow and pink copies to responding department P.7 /12 TU KW 01258 1 1 } 1 1 1 1 1 1 1 1 1 1 1 1 1 1 MAR 09 '05 11:22AM TUiKWILA DCD/PW RFA #PW02 -053 and PW02 -063 A new storm drainage system from 37' Place S. (private roadway) to S. 154 Street was installed as part of the 2002 Small Drainage Project (Site #2). This project connected the Woodside Apartments to the City System to alleviate downstream problems. The OM were contacted on two occasions after this project was complete to determine if they still had a problem. The fast time I was told that they had not had any trouble since the improvements were done. The second inquiry through email went unanswered. No further action required. P.8/12 TUKW 01259 r ?, • 09 '05 11 :22AM TUKWILA DCD/PW RFA pile * Violation Location- Street Address: a of Tukwila .. REQUEST FOR AP, 'ION • 1S2 3, f 5fo Di • ature of "report: , C Publk Safely' 0 Nuisance • O 'Employee Safety' ' Other: Describe hazard/problem in detail: Nev. fa l irkAr s lT Foci)), cal. IS 4 b CE 1L Responding City Department: Correctiire measures taken or assistance given (If 'None, explain): Routing: ❑ CODE ENFORCEMENT 0 PUB WKS - O FIRE DEPARTMENT C PUB WKS - Utilities O POLICE DEPARTMENT 0 DCD - Planning Division O PARKS/RECREAT1ON ' 0 DCD - Building Division Describe location on property: (I.e., rear yard, behind saran) Tenant/Landlord/Owner information (If known): ' 11"1' a ite copy to Mayors office; yellow and pink C 1 pate received: Date of response: P.9/12 O KC ANIMAL CONTROL u CITY CLERK OFFICE • CITY ATTORNEY O OTHER: REQ UEST' a ald Dikes IN 1)40. N;6 *) 6kd F'It4 r4 it-r%1 FRNA A*I Goa f...A.Gt1.oi.it.$ iarJlL. J c%4t'J . ;SCl,trtLE. WATT L.. 15 i toulnit 4/211.-D 5 cnM il- d41 A lerc 9114) „APO :•.�,r► O City resident = Work in Tukwila = Visitor City Employee - Dept. Request contad? C Yes Z No Anonymity requested? = Yes No ACTION. es to responding department • TUKW 01260 1 1 e MAR 09 '05 11 :23AM TLACWILA DCD /PW RFA #PW02 -053 and PW02 -063 A new storm drainage system from 37th Place S. (private roadway) to S. 154 Street was installed as part of the 2002 Small Drainage Project (Site #2). This project connected the Woodside Apartments to the City Syste to alleviate downstream problems. The "inartwere contacted on two occasions after this project was complete to determine if they still had a problem. The first time I was told that they had not had any trouble since the improvements were done. The second inquiry through email went unanswered. No further action required. P.10/12 TUKW 01261 E CilikT:� RFA File # ; 'off — r , Date received: r � ` 3 Violation Location-Street .. -,' : 5631 S 149th St Describe [notion . on PT rti font (Irrear ya Nature of report: - of P ety tPublic Sate Employee e Saf at A 0 l O ther: arty T ofonnadon known): earner Describe hazard/problem in detaB: reports that the City-Jost ailed berm at his neighbor's house , (5631 5 149th St. uphill) has deteriorated. 95% of the water nuts down into OM property (5625 S 149th St) and into his basement. Se requests the berm be repaired as soon as possible. r1F , i c.✓ / rrr y xh.% e . • ; ACTION Date received: r � ` 3 Responding City Department M Corrective measures taken or assistance Oren (If None', explain): ,rb7 it Cdr "Ny✓T 9.dez. '4 - .;6/J ee' . r1F , i c.✓ / rrr y xh.% e . Response by (namel ,e�' Z.B h/. R.& Date of 7 zy /�1 '.. I MAR 09 '05 11:23AM TUKWILA DCD/PW Or•of Tukwila REQUEST FOR ACTION P. 11 /12 .En R D±TO ❑ CODE ENFORCEMENT O FIRE DEPARTMENT ❑ POLICE DEPARTMENT O PARKS /RECREATION O PUB WKS I ng p PUB WKS - UtBnies ❑ op - Planning Division ❑ co D - Building Division O KC ANIMAL CONTROL ❑ CITY CLERK OFFICE ❑ QTY ATTORNEY ❑ OTHER: REPUI2,T:El B.Y ° Name: Address' agmmisommor "War ostinsa Work phone: City resident 0 Work In Tukwila 0 Visitor ❑ City Employee - Dept Request mntact? Anonymity requested? 0 Yes L' No 2; Yes O Na Routing: White copy to Mayor's office; yellow and pink c s to responding department TUKW 01262 ilto oain Sre drs: v - f v ecie lcto 53 o L. er yr, bhn aal) aue o eot ul aey ❑ Niac eatLnlr/we mlye Sft Ohr rpry Dmg nomto I kon: onr ecie hzr/rbe n dti: M. Fr eot ht te Ct- ntle em a i egbrs hue (61 S 19h S, uhl) hs dtroae. 9% o h ae us dw no M. Fr' rpry 52 4t t n no hs bsmn_ H euss te br e eard a on a osbe ae iy rsdn ok i uwl iio ay Fr Epoe et Ades eus otc? l Ys 52 W o at 26 26 55 ok poe nnmt euse? 0 Ys I o i ResMnding City Department: P.184/c. �r " Date received: / o-- 3-23 Corrective measures taken or assistance given Iif 'None", explain): ., / J1dpnJ '-' . 11.4" C) ..4'cc2.s- 4/.t.: /..t/ c-.r f 1 l:,I, 4.: , 77 ;OP" L✓ . �'J✓14,> Tom, c ms: c /7- 4, A -r,a, n dam.*:•. Response by (name): r� " . ' Date of response: 1 1 If 1 1 I I 1 I f r'RE.QUEST ACTION MAR 09 '05 11:23AM TUCWILA DCD/PW :REPORTED REQLIEST__TAKEFJ BY: City of Tukwila REQUEST FOR ACTION e # t ? FORWARD-::TO: ❑ CODE ENFORCEMENT 0 PUB ❑ FIRE DEPARTMENT 0 PUB ❑ POLICE DEPARTMENT 0 DCD ❑ PARKS/RECREATION 0 DCD WKS - Engineering WKS - Utilities - Planning Division - Building Dtviston P.12/12 O KC ANIMAL CONTROL O CAY C .ERK OFFICE ❑ CITY ATTORNEY ❑ OTHER: Department: Public Works Date: 10 -21-03 Routing: White copy to Mayors office; yellow and pink copies to responding deportment TUKW 01263 w ae iy rsdn ok i uwl iio ay Fr Epoe et Ades eus otc? l Ys 52 W o at 26 26 55 ok poe nnmt euse? 0 Ys I o 1 If 1 1 I I 1 I f r'RE.QUEST ACTION MAR 09 '05 11:23AM TUCWILA DCD/PW :REPORTED REQLIEST__TAKEFJ BY: City of Tukwila REQUEST FOR ACTION e # t ? FORWARD-::TO: ❑ CODE ENFORCEMENT 0 PUB ❑ FIRE DEPARTMENT 0 PUB ❑ POLICE DEPARTMENT 0 DCD ❑ PARKS/RECREATION 0 DCD WKS - Engineering WKS - Utilities - Planning Division - Building Dtviston P.12/12 O KC ANIMAL CONTROL O CAY C .ERK OFFICE ❑ CITY ATTORNEY ❑ OTHER: Department: Public Works Date: 10 -21-03 Routing: White copy to Mayors office; yellow and pink copies to responding deportment TUKW 01263 WESTERN WASHINGTON HYDRAULIC MODEL OUTPUT TUKW 01264 Project Name: Site Address: City Report Date : Gage Data Start . Data End Precip Scale: WESTERN WASHINGTON HYDROLOGY MODEL V2 PROJECT REPORT PREDEVELOPED LAND USE Northfield Car Wash 14840 Tukwila Int'l Blvd Tukwila 2/24/2005 Seatac 1948 1998 1.00 Basin Basin 1 Flows To Point of Compliance GroundWater: No Land Use Acres SATURATED GRASS: 0.814 DEVELOPED LAND USE Basin Basin 1 Flows To Pond 1 GroundWater: No Land Use SATURATED GRASS: IMPERVIOUS: Acres 0.027 0.787 RCHRES (POND) INFORMATION Pond Name: Pond 1 Pond Type: Trapezoidal Pond Pond Flows to : Point of Compliance Pond Rain / Evap is not activated. Dimensions Depth: 7ft. Bottom Length: 15.21ft. Bottom Width : 15.21ft. Side slope 1: 3 To 1 Side slope 2: 3 To 1 Side slope 3: 3 To 1 Side slope 4: 3 To 1 Volume at Riser Head: 0.167 acre -ft. Discharge Structure TUKW 01265 Riser Height: 6 ft. Riser Diameter: 18 in. NotchType Rectangular Notch Width : 0.000 ft. Notch Height: 0.000 ft. Orifice 1 Diameter: 0.665 in. Elevation: 0 ft. Orifice 2 Diameter: 1.22 in. Elevation: 4.802 ft. Orifice 3 Diameter: 0.74 in. Elevation: 5.3 ft. Pond Hydraulic Table Stage(ft) Area(acr) Volume(acr -ft) Dschrg(cfs) Infilt(cfs) 320.0 0.005 0.000 0.000 0.000 320.1 320.2 320.2 320.3 320.4 320.5 320.5 320.6 320.7 320.8 320.9 320.9 321.0 321.1 321.2 321.2 321.3 321.4 321.5 321.6 321.6 321.7 321.8 321.9 321.9 322.0 322.1 322.2 322.3 322.3 322.4 322.5 322.6 322.6 322.7 322.8 322.9 323.0 323.0 323.1 323.2 323.3 323.3 323.4 323.5 0.006 0.006 0.006 0.007 0.007 0.007 0.008 0.008 0.009 0.009 0.010 0.010 0.010 0.011 0.011 0.012 0.012 0.013 0.013 0.014 0.014 0.015 0.015 0.016 0.017 0.017 0.018 0.018 0.019 0.020 0.020 0.021 0.022 0.022 0.023 0.024 0.024 0.025 0.026 0.026 0.027 0.028 0.029 0.029 0.030 0.000 0.001 0.001 0.002 0.002 0.003 0.004 0.004 0.005 0.006 0.006 0.007 0.008 0.009 0.009 0.010 0.011 0.012 0.013 0.014 0.015 0.017 0.018 0.019 0.020 0.022 0.023 0.024 0.026 0.027 0.029 0.030 0.032 0.034 0.036 0.037 0.039 0.041 0.043 0.045 0.047 0.049 0.052 0.054 0.056 0.003 0.005 0.006 0.006 0.007 0.008 0.009 0.009 0.010 0.010 0.011 0.011 0.012 0.012 0.013 0.013 0.013 0.014 0.014 0.014 0.015 0.015 0.016 0.016 0.016 0.017 0.017 0.017 0.017 0.018 0.018 0.018 0.019 0.019 0.019 0.019 0.020 0.020 0.020 0.020 0.021 0.021 0.021 0.021 0.022 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 TUKW 01266 1 1 I 1 323.6 323.7 323.7 323.8 323.9 324.0 324.0 324.1 324.2 324.3 324.4 324.4 324.5 324.6 324.7 324.7 324.8 324.9 325.0 325.1 325.1 325.2 325.3 325.4 325.4 325.5 325.6 325.7 325.8 325.8 325.9 326.0 326.1 326.1 326.2 326.3 326.4 326.5 326.5 326.6 326.7 326.8 326.8 326.9 327.0 2 year 5 year 10 year 25 year 0.031 0.032 0.032 0.033 0.034 0.035 0.036 0.037 0.037 0.038 0.039 0.040 0.041 0.042 0.043 0.044 0.045 0.046 0.047 0.048 0.049 0.050 0.051 0.052 0.053 0.054 0.055 0.056 0.057 0.058 0.059 0.060 0.061 0.062 0.063 0.065 0.066 0.067 0.068 0.069 0.070 0.072 0.073 0.074 0.075 0.058 0.061 0.063 0.066 0.069 0.071 0.074 0.077 0.080 0.083 0.086 0.089 0.092 0.095 0.098 0.102 0.105 0.109 0.112 0.116 0.120 0.124 0.127 0.131 0.135 0.140 0.144 0.148 0.152 0.157 0.162 0.166 0.171 0.176 0.181 0.185 0.191 0.196 0.201 0.206 0.212 0.217 0.223 0.229 0.234 ANALYSIS RESULTS Flow Frequency Return Periods for Predeveloped Return Period Flow(ofs) 0.051643 0.096304 0.122626 0.150105 0.022 0.022 0.022 0.023 0.023 0.023 0.023 0.024 0.024 0.024 0.024 0.024 0.025 0.025 0.025 0.025 0.031 0.038 0.042 0.046 0.049 0.052 0.054 0.060 0.064 0.067 0.070 0.073 0.076 0.078 0.081 0.083 0.337 0.889 1.620 2.492 3.485 4.587 5.787 7.078 8.453 9.909 11.44 13.04 14.72 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 TUKW 01267 50 year 100 year 0.166494 0.179854 Flow Frequency Return Periods for Developed Unmitigated Return Period Flow(cfs) 2 year 0.198378 5 year 0.241075 10 year 0.26866 25 year 0.303068 50 year 0.328512 100 year 0.35388 Flow Frequency Return Periods for Developed Mitigated Return Period Flow(cfs) 2 year 0.033634 5 year 0.054077 10 year 0.071512 25 year 0.098725 50 year 0.123271 100 year 0.15194 Yearly Peaks for Predeveloped and Developed - Mitigated Year Predeveloped Developed 1949 0.075 0.024 1950 0.132 0.036 1951 0.142 0.120 1952 0.052 0.023 1953 0.030 0.024 1954 0.077 0.025 1955 0.111 0.053 1956 0.087 0.043 1957 0.028 0.032 1958 0.061 0.025 1959 0.053 0.025 1960 0.087 0.079 1961 0.061 0.025 1962 0.004 0.022 1963 0.035 0.025 1964 0.075 0.025 1965 0.064 0.036 1966 0.031 0.024 1967 0.113 0.045 1968 0.048 0.024 1969 0.072 0.025 1970 0.033 0.025 1971 0.058 0.038 1972 0.134 0.066 1973 0.067 0.024 1974 0.051 0.024 1975 0.075 0.048 1976 0.066 0.030 1977 0.011 0.023 1978 0.026 0.030 1979 0.036 0.022 1980 0.013 0.069 1981 0.036 0.023 TUKW 01268 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 0.074 0.045 0.057 0.012 0.027 0.072 0.005 0.019 0.127 0.138 0.017 0.007 0.003 0.052 0.144 0.088 0.043 0.082 0.039 0.023 0.025 0.074 0.082 0.023 0.022 0.083 0.082 0.024 0.024 0.021 0.045 0.080 0.140 0.025 Ranked Yearly Peaks for Predeveloped and Developed- Mitigated Rank Predeveloped Developed 1 0.1419 0.1202 2 0.1381 0.0827 3 0.1341 0.0824 4 0.1319 0.0824 5 0.1267 0.0821 6 0.1132 0.0796 7 0.1109 0.0787 8 0.0875 0.0741 9 0.0866 0.0686 10 0.0866 0.0656 11 0.0770 0.0529 12 0.0754 0.0481 13 0.0753 0.0453 14 0.0753 0.0446 15 0.0736 0.0432 16 0.0725 0.0393 17 0.0720 0.0376 18 0.0669 0.0359 19 0.0657 0.0356 20 0.0644 0.0324 21 0.0610 0.0303 22 0.0609 0.0296 23 0.0580 0.0253 24 0.0569 0.0253 25 0.0528 0.0250 26 0.0522 0.0250 27 0.0521 0.0249 28 0.0512 0.0247 29 0.0477 0.0247 30 0.0451 0.0247 31 0.0426 0.0246 32 0.0364 0.0246 33 0.0359 0.0244 34 0.0351 0.0244 35 0.0327 0.0242 36 0.0314 0.0242 TUKW 01269 37 0.0300 0.0241 38 0.0282 0.0240 39 0.0274 0.0235 40 0.0265 0.0235 41 0.0191 0.0234 42 0.0172 0.0234 43 0.0130 0.0233 44 0.0119 0.0229 45 0.0105 0.0228 46 0.0073 0.0223 47 0.0052 0.0222 48 0.0037 0.0220 49 0.0032 0.0209 1/2 2 year to 50 year Flow(CFS) Predev Final Percentage Pass /Fail 0.0258 979 823 84.0 Pass 0.0272 898 759 84.0 Pass 0.0287 811 715 88.0 Pass 0.0301 743 669 90.0 Pass 0.0315 682 628 92.0 Pass 0.0329 641 595 92.0 Pass 0.0343 596 563 94.0 Pass 0.0358 562 537 95.0 Pass 0.0372 530 509 96.0 Pass 0.0386 489 478 97.0 Pass 0.0400 453 450 99.0 Pass 0.0415 422 415 98.0 Pass 0.0429 393 385 97.0 Pass 0.0443 368 363 98.0 Pass 0.0457 344 338 98.0 Pass 0.0471 332 321 96.0 Pass 0.0486 310 296 95.0 Pass 0.0500 286 285 99.0 Pass 0.0514 267 260 97.0 Pass 0.0528 245 240 97.0 Pass 0.0542 232 225 96.0 Pass 0.0557 224 216 96.0 Pass 0.0571 218 203 93.0 Pass 0.0585 206 188 91.0 Pass 0.0599 194 181 93.0 Pass 0.0613 181 175 96.0 Pass 0.0628 171 166 97.0 Pass 0.0642 163 153 93.0 Pass 0.0656 153 142 92.0 Pass 0.0670 146 130 89.0 Pass 0.0684 134 116 86.0 Pass 0.0699 124 105 84.0 Pass 0.0713 119 96 80.0 Pass 0.0727 114 87 76.0 Pass 0.0741 105 73 69.0 Pass 0.0756 90 61 67.0 Pass 0.0770 83 48 57.0 Pass 0.0784 80 35 43.0 Pass 0.0798 77 27 35.0 Pass 0.0812 74 19 25.0 Pass TUKW 01270 1 1 1 I I I I I I I 1 I I 1 I I I I I 0.0827 65 9 13.0 Pass 0.0841 60 7 11.0 Pass 0.0855 55 7 12.0 Pass 0.0869 49 7 14.0 Pass 0.0883 44 7 15.0 Pass 0.0898 44 7 15.0 Pass 0.0912 43 7 16.0 Pass 0.0926 43 7 16.0 Pass 0.0940 43 7 16.0 Pass 0.0954 39 7 17.0 Pass 0.0969 36 6 16.0 Pass 0.0983 34 6 17.0 Pass 0.0997 32 6 18.0 Pass 0.1011 30 5 16.0 Pass 0.1026 29 5 17.0 Pass 0.1040 28 5 17.0 Pass 0.1054 27 5 18.0 Pass 0.1068 25 4 16.0 Pass 0.1082 23 3 13.0 Pass 0.1097 21 3 14.0 Pass 0.1111 16 3 18.0 Pass 0.1125 16 3 18.0 Pass 0.1139 14 3 21.0 Pass 0.1153 13 3 23.0 Pass 0.1168 11 3 27.0 Pass 0.1182 11 3 27.0 Pass 0.1196 10 3 30.0 Pass 0.1210 9 2 22.0 Pass 0.1224 9 2 22.0 Pass 0.1239 8 2 25.0 Pass 0.1253 8 2 25.0 Pass 0.1267 8 2 25.0 Pass 0.1281 7 2 28.0 Pass 0.1295 7 2 28.0 Pass 0.1310 7 2 28.0 Pass 0.1324 5 2 40.0 Pass 0.1338 5 2 40.0 Pass 0.1352 4 2 50.0 Pass 0.1367 3 1 33.0 Pass 0.1381 3 1 33.0 Pass 0.1395 2 1 50.0 Pass 0.1409 2 0 .0 Pass 0.1423 1 0 .0 Pass 0.1438 0 0 .0 Pass 0.1452 0 0 .0 Pass 0.1466 0 0 .0 Pass 0.1480 0 0 .0 Pass 0.1494 0 0 .0 Pass 0.1509 0 0 .0 Pass 0.1523 0 0 .0 Pass 0.1537 0 0 .0 Pass 0.1551 0 0 .0 Pass 0.1565 0 0 .0 Pass 0.1580 0 0 .0 Pass 0.1594 0 0 .0 Pass 0.1608 0 0 .0 Pass 0.1622 0 0 .0 Pass TUKW 01271 0.1637 0 0 .0 Pass 0.1651 0 0 .0 Pass 0.1665 0 0 .0 Pass Water Quality BMP Flow and Volume. On -line facility volume: 0.0428 acre -feet On -line facility target flow: 0.0219 cfs. Adjusted for 15 min: 0 cfs. Off -line facility target flow: 0.0625 cfs. Adjusted for 15 min: 0 cfs. program and accompanying documentation as provided 'as -is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by the user. AQUA TERRA Consultants and the Washington State Department of Ecology disclaims all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall AQUA TERRA Consultants and /or the Washington State Department of Ecology be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the user of, or inability to use this program even if AQUA TERRA Consultants or the Washington State Department of Ecology has been advised of the possibility of such damages. TUKW 01272 PROPERTY EXCHANGE AGREEMENT • A6 i THIS AgEEMENT ( "Ag ement ") i made and entered into as of this (7 day of 374■42 , 2004 by and between the City of Tukwila, a municipal corporation ( "City" or "the City "), and Northfield Ventures, LLC ( "Northfield "). RECITALS A. The City is the owner of certain real property commonly known as 14840 Pacific Highway South in the City of Tukwila, King County, Washington, legally described in Exhibit A attached hereto and incorporated herein by this reference ( "City Property "). B. Northfield is the owner of certain real property commonly known as 14224 Pacific Highway South in the City of Tukwila, King County, Washington, legally described in Exhibit B attached hereto and incorporated herein by this reference ( "Northfield Property "). C. The City has determined that the Northfield Property is necessary to its development of Tukwila Village, an urban renewal project that has been determined to be a public project. Under threat of condemnation pursuant to RCW 81.112, the City and Northfield agree that Northfield will deed the Northfield Property to the City in exchange for the City Property and payment of additional funds, the value of the City Property and the additional funds constituting just compensation for the Northfield Property. The parties hereto agree as follows: AGREEMENT 1. Recitals Incorporated. The above recitals are incorporated herein as part of the substantive terms of this Agreement. 2. Property Exchange and Consideration. Under threat of condemnation, Northfield agrees to convey the Northfield Property to the City by Statutory Warranty Deed upon Closing, as set forth in Section 13 of this Agreement. As just compensation for the Northfield Property and in consideration for Northfield's agreement to establish a new car wash facility in Tukwila, the City agrees to convey the City Property to Northfield by Statutory Warranty Deed at Closing and shall pay Northfield in accordance with Section 5 of this Agreement. 3. Tax Consequences. Neither party makes any representations or warranties, express or implied, regarding the actual tax consequences of the property exchange. 4. Operation of Existing Car Wash. The City and Northfield intend to allow Northfield to continue operating the existing car wash facility ( "Existing Car Wash ") F:\APPS \CIV \Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 1 of 14 EMI 5EP 2 2 004 TUKW 01276 • • located upon the Northfield Property at its sole risk for a period up to, but not to exceed, fifteen months from the execution of this Agreement. This period may be extended by mutual agreement of the parties. In the event the new car wash facility ( "the New Car Wash ") is completed ahead of schedule, Northfield shall vacate the Northfield Property within ten days of completion of the New Car Wash. Northfield will indemnify the City as described in Section 10 hereof. The City and Northfield acknowledge that the right granted to Northfield by this Section is a valuable right and is consistent with providing just compensation for the Northfield Property. 5. Payments. (a) $380,000.00 shall be paid to Northfield by the City upon Closing. (b) $270,000.00 shall be paid to Northfield by the City upon issuance of the construction permit for a new car wash facility to be built by Northfield on the City Property. (c) $180,000.00 shall be paid to Northfield by the City 90 days after commencement of construction by Northfield of the new car wash facility on the City Property. 6. Time for Development of New Car Wash. The City and Northfield intend to transfer the City Property to Northfield as a location for the development and construction of the "New Car Wash" within a period not to exceed fifteen months from the date of execution of this Agreement. In the event that the New Car Wash is not under construction by such date, Northfield shall deliver title to the City Property to the City, free and clear of any liens or encumbrances arising since Closing, and Northfield shall vacate the City Property. Upon such delivery of title, Northfield shall be paid $795,000 in cash, less any monies paid by the City after Closing, provided that any monetary liens may be paid from the proceeds paid to Northfield by the City. Should the City Property not be delivered to the City free and clear of any liens or encumbrances, no payment shall be due Northfield. Such payment shall constitute, with prior payments and other consideration described herein, just compensation for the Northfield Property. 7. Condition of Title — City Property. (a) City Property Title Commitment. The City shall, as soon as practicable, cause to be furnished to Northfield a commitment for an owner's standard coverage policy of title insurance ( "City Property Title Commitment ") issued through a title company mutually approved by Northfield and the City ( "Title Company "), describing the City Property, listing Northfield as the prospective named insured, and showing Eight Hundred Thirty Thousand Dollars ($830,000.00) as the policy amount. (b) Review of City Property Title Commitment. Northfield shall have until ten (10) days after receipt of the City Property Title Commitment in which to notify City of any objections Northfield has to any matters shown or referred to in the City Property F:\APPS \CIV\ Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 2 of 14 TUKW 01277 • • Title Commitment. Except as expressly set forth herein, any exceptions or other items which are set forth in the City Property Title Commitment to which Northfield does not object within the 10 -day review period shall be deemed to be permitted exceptions ( "Northfield Permitted Exceptions "). Building, zoning, subdivision or use restrictions applicable to the City Property shall be considered Northfield Permitted Exceptions. With regard to items to which Northfield objects, the following shall apply: (i) City shall have ten (10) days from receipt of Northfield's objections to notify Northfield whether it agrees to remove the unpermitted exceptions set forth in Northfield' s objections; (ii) If City does not agree to remove such unpermitted exceptions, Northfield may, within ten (10) days, waive and withdraw its objections. If the City agrees to remove such objections, the City shall use all reasonable efforts to cure such objections by the date of Closing. If the City is unable to cure such objections by the date of Closing, Northfield may, as Northfield's sole remedy, waive the objections not cured and proceed to Closing or terminate this Agreement by notice to the City. 8. Condition of Title - Northfield Property. (a) Northfield Property Title Commitment. Northfield shall, at City's expense pursuant to Section 13(b)(ii)(B), as soon as practicable, cause to be furnished to City a commitment for an owner's standard coverage policy of title insurance ( "Northfield Property Title Commitment ") issued through the Title Company, describing the Northfield Property, listing City as the prospective named insured, and showing One Million Four Hundred Thousand Dollars ($1,400,000.00) as the policy amount. (b) Review of Northfield Property Title Commitment. City shall have until ten (10) days after receipt of the Northfield Property Title Commitment in which to notify Northfield of any objections City has to any matters shown or referred to in the Northfield Property Title Commitment. Except as expressly set forth herein, any exceptions or other items which are set forth in the Northfield Property Title Commitment to which City does not object within the 10 -day review period shall be deemed to be permitted exceptions ( "City Permitted Exceptions "). Building, zoning, subdivision or use restrictions applicable to the Northfield Property shall be considered City Permitted Exceptions. Northfield's existing Frontier Bank lien shall not be considered a City Permitted Exception and Section 9(b) shall govern the removal thereof. With regard to items to which City objects, the following shall apply: (i) Northfield shall have ten (10) days from receipt of City's objections to notify the City whether it agrees to remove the unpermitted exceptions set forth in the City's objections; and F:\APPS \CIV\ Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 3 of 14 TUKW 01278 (ii) If Northfield does not agree to remove such unpermitted exceptions, the City may, within ten (10) days, waive and withdraw its objections. If Northfield agrees to remove such objections, Northfield shall use all reasonable efforts to cure such objections by the date of Closing. If Northfield is unable to cure such objections by the date of closing, City may, as City's sole remedy, waive the objections not cured and proceed to closing or terminate this Agreement by notice to Northfield. 9. Conditions Precedent. The parties' obligations under this Agreement and the effectiveness of this Agreement shall be subject to the following conditions precedent: (a) Inspection Contingency. This Agreement is conditioned on an inspection report of the City Property. Within twenty (20) days of the mutual acceptance of this Agreement, Northfield shall arrange an inspection of the City Property. The inspection report shall be prepared by a professional inspector of Northfield's choice approved by the City and at Northfield's expense. Northfield may disapprove the inspection report on the basis of any condition identified in the inspection report that the inspector recommends be corrected. This contingency shall conclusively be deemed satisfied unless, within twenty (20) days after execution hereof, City receives from Northfield notice of disapproval identifying the condition(s) contained in the inspection report to which Northfield objects, and a copy of the inspection report. If City does not agree in writing to correct the condition(s) identified by Northfield, then within three days thereafter Northfield may elect to terminate this Agreement, in which event this Agreement shall be null and void and of no further force and effect. City hereby grants to Northfield and its agents, employees, and independent contractors right of entry onto the City Property to make such soil tests and such other investigation as Northfield may deem reasonably necessary; provided, however, that such investigation shall not cause any damage to the City Property. Northfield shall hold City harmless from and against any and all liabilities incurred by Northfield by reason of damage to persons or property arising from the negligent or intentional acts or omissions of Northfield or its agents on the City Property. Furthermore, Northfield shall not permit any lien to be placed on the City Property by any person hired by Northfield for the purpose of examining, inspecting, or surveying the City Property. If any such lien or other charge of any kind is placed on the City Property, Northfield shall promptly discharge it by paying the amount claimed or posting a bond in lieu of the lien. (b) Financing Contingency. Northfield currently holds title to the Northfield Property subject to an underlying Frontier Bank loan secured by a first deed of trust. This Agreement is contingent upon Frontier Bank's acceptance of the City Property as substitute collateral on that above - mentioned loan. City shall be responsible for payment of fees charged, not to exceed $4,000.00, to Northfield by Frontier Bank as a result of said substitution of collateral. Furthermore, if Frontier Bank requires a standard lender's policy of title insurance, the City shall pay costs associated with obtaining that policy. In the event Frontier Bank is unwilling to accept the substitute collateral, this Agreement shall be null and void and of no further force and effect. F:W PPS\ CIV\Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 4 of 14 TUKW 01279 11. Disclosure. 10. Indemnity. During the period of time after Closing, until Northfield ceases operations of the Existing Car Wash, Northfield covenants and agrees to indemnify, defend, and hold harmless the City, its officers, agents, and employees from and against any and all claims, actions, damages, liabilities, costs and expenses, including reasonable attorneys' fees in connection with or occasioned, in whole or in part, by any act or omission arising from or out of Northfield's operation of the Existing Car Wash. With respect to the operation of the Existing Car Wash, and as to claims against the City, its officers, agents, and employees, Northfield waives its immunity under Title 51 of the Revised Code of Washington for injuries to its employees and agrees that the obligation to indemnify, defend,' and hold harmless provided for in this Section extends to any claim brought by or on behalf of any employee of Northfield. The parties mutually negotiated this waiver. This indemnity provision shall not apply in the event any acts or omissions of the City were the sole cause of any such damage or injury. To the extent any of the damages referenced herein were caused by or resulted from the concurrent negligence of the City, its agents, or employees, and Northfield, its officers, agents, and employees, this obligation to indemnify, defend and hold harmless is valid and enforceable only to the extent of the negligence of Northfield, its officers, agents, and employees. (a) City Property Disclosure. Northfield acknowledges that, except as expressly set forth in this Agreement, neither City nor any agent or representative or purported agent or representative of City has made, and City is not liable for or bound in any manner by, express or implied warranties, guaranties, promises, statements, inducements, representations, or information pertaining to the City Property or any part thereof, the physical condition, title, size, zoning, thereof, the uses which can be made of the same or the fitness of any part thereof for any particular purpose or any other matter or thing with respect thereto, except that City warrants that the City Property is properly zoned for use as a car wash facility. Without limiting the foregoing, Northfield acknowledges and agrees that City is not liable for or bound by (and Northfield has not relied upon) any oral or written statements, representations, or any other information respecting the City Property or any portion thereof furnished by City or any other broker, employee, agent, consultant, or other person representing or purportedly representing City. (b) Northfield Property Disclosure. City acknowledges that, except as expressly set forth in this Agreement, neither Northfield nor any agent or representative or purported agent or representative of Northfield has made, and Northfield is not liable for or bound in any manner by, express or implied warranties, guaranties, promises, statements, inducements, representations, or information pertaining to the Northfield Property or any part thereof, the physical condition, title, size, zoning thereof, the uses which can be made of the same or the fitness of any part thereof for any particular purpose or any other matter or thing with respect thereto. Without limiting the foregoing, F:W PPS \CIV\Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 5 of 14 TU KW 01280 A • City acknowledges and agrees that Northfield is not liable for or bound by (and City has not relied upon) any oral or written statements, representations, or any other information respecting the Northfield Property or any portion thereof furnished by Northfield or any other broker, employee, agent, consultant or other person representing or purportedly representing Northfield. 12. Hazardous Materials. (a) Northfield Property Hazardous Materials. Northfield hereby represents and warrants to City that the Northfield Property is not and has not been, during the period of Northfield's ownership of the Northfield Property, used for the storage or disposal of any toxic or hazardous waste, material, or substance, except to the extent of substances used in the ordinary course of a car wash business, and that no known hazardous materials or substances exist on the Northfield Property. Northfield hereby agrees to indemnify and hold City harmless from any and all loss, damage, liability, and expense (including reasonable consultant and attorneys' fees) incurred by City arising out of or related to Northfield's breach of this Section. Northfield further agrees to submit copies of all materials currently in its possession regarding any testing of the Northfield Property for hazardous materials to City. Additionally, Northfield shall, at City's option and expense and within twenty- one (21) days of the signing of this Agreement, provide the City with a Level One Environmental Report. If such report shows any reasonable possibility of environmental contamination, Northfield shall, at City's option and expense and within forty-two (42) days of the signing of this Agreement, provide City with a Level Two Environmental Report. If the Level Two report shows any reasonable possibility of environmental contamination, all of the parties agree that City may terminate this Agreement with no penalty by written notice to all parties not later than fifty -seven (57) days after signing the Agreement. (b) City Property Hazardous Materials. Except as referenced in any reports provided by City, City hereby represents and warrants to Northfield that the City Property is not and has not been (during the period of City's ownership of the City Property) used for the storage or disposal of any toxic or hazardous waste, material, or substance, and no known hazardous materials or substances exist on the City Property. City hereby agrees to indemnify and hold Northfield harmless from any and all loss, damage, liability, and expense (including reasonable consultant and attorneys' fees) incurred by Northfield arising out of or related to City's breach of this Section. City further agrees to submit copies of all materials currently in its possession regarding any testing of the City Property for hazardous materials. Such materials shall be supplied to Northfield immediately upon signing this Agreement. City shall, at City's expense and within twenty -one (21) days of the signing of this Agreement, provide Northfield with a Level One Environmental Report. If such report shows any reasonable possibility of environmental contamination, City shall, at City's expense and within forty -two (42) days of the signing of this Agreement, provide F:\ APPS \CIV\Tukwila \ContractWorthfield Propery Exchange - Final.doc Page 6 of 14 TUKW 01281 • • Northfield with a Level Two Environmental Report. If the Level Two report shows any reasonable possibility of environmental contamination, all of the parties agree that Northfield may terminate this Agreement . with no penalty by written notice to all parties not later than fifty -seven (57) days after signing the Agreement. Additionally, City acknowledges that City has allowed contractors working on the City right -of -way adjacent to the City Property to fill the City Property with material from off site. In the event such fill is unacceptable as fill material for use on the City Property in the possession of Northfield for a car wash at the time of development, or otherwise inappropriate due to contamination, the City shall pay for any removal or other disposition. This determination will be made by a third party consultant, approved and paid for by the City. 13. Closing. (a) Time and Place for Closing. Within thirty (30) days after the date that all of the conditions precedent set forth in Section 9 above have been satisfied (or such other date as the parties may agree), the closing ( "Closing ") shall take place. (b) Events at Closing. (i) At Closing, City shall deliver to Northfield the following: (A) A Statutory Warranty Deed duly executed and acknowledged by City conveying the City Property to Northfield; (B) A standard coverage policy of Title Insurance issued by the Title Company conforming to the requirements of Section 8 above insuring Northfield's title in the amount of Eight Hundred Thirty Thousand Dollars ($830,000.00) and containing no exceptions other than the Northfield Permitted Exceptions; and (C) A Non - Foreign Affidavit duly executed and acknowledged by City. (ii) At Closing, Northfield shall deliver to City the following: (A) A Statutory Warranty Deed duly executed and acknowledged by Northfield conveying the Northfield Property to City; (B) A standard coverage policy of Title Insurance issued by the Title Company conforming to the requirements of Section 8 above insuring City's title in the amount of One Million Four Hundred Thousand Dollars ($1,400,000.00) and containing no exceptions other than the City Permitted Exceptions; and F:\ APPS\ CIV\Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 7 of 14 TUKW 01282 (c) Events After Closing. (i) Within fifteen months of the date of execution of this Agreement, Northfield shall cease operation of the Existing Car Wash and vacate the Northfield Property. (ii) Payments will be made pursuant to the schedule set forth in Section 5 of this Agreement. (d) Expenses. The expenses associated with the above transactions shall be allocated among the parties as follows: Company. 0 • (C) A Non - Foreign Affidavit duly executed and acknowledged by Northfield. (i) Escrow Fees. City shall pay all escrow fees charged by the Title (ii) Attorneys' Fees. Subject to Section 16 below, each party shall pay its own attorneys' fees. (iii) Costs. Except as otherwise excluded or limited elsewhere herein, City shall pay for all transaction costs related to the property exchange, including but not limited to, premiums for the Policies of Title Insurance, Real Estate Excise Taxes, and the recording fees for the Statutory Warranty Deeds. City shall pay for all such costs together with the environmental costs. (e) Prorations. Real estate taxes, installments of current year special assessments (if and to the extent they are approved exceptions), utility charges, and other operating income or expenses applicable to the City Property and the Northfield Property shall be prorated up to and including the date of Closing, based upon the actual days involved. To the extent that the amounts of such charges, expenses, and income referred to in this Section are unavailable at the Closing date or in the event of prorations made on the basis of erroneous information or clerical errors, a readjustment of these items shall be made within thirty (30) days after Closing or as soon as practical after discovery of any erroneous information or clerical error. After Closing, City shall be responsible for all expenses related to the Northfield Property and Northfield shall be responsible for all expenses related to the City Property; provided that, Northfield shall be responsible for all expenses associated with the operation of the Existing Car Wash. City and Northfield shall, on or before Closing, furnish each other and the Title Company with all information necessary to compute the prorations provided for in this Section. 14. Signage. City agrees that it shall issue a permit to Northfield, at Northfield's option, to display a sign on the west side of the premises stating that the Northfield car wash has moved to a new location for a period of 30 days after close of the Existing Car Wash. This 30 -day period may be extended by mutual agreement. The maximum sign F:\APPS \CIV\ Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 8 of 14 TUKW 01283 TO CITY: With a copy to: area allowed is 50 square feet per side and a total of 100 square feet for both sides. The sign must be set back from property lines a distance at least equal to the overall height of the sign. The sign shall meet all other sign code regulations. The signage shall be constructed, maintained, and removed at Northfield's expense. 15. Default. Any party hereto shall be in default hereunder if such party shall fail to comply with any term, covenant, agreement, or obligation on its part required, within the time limits and in the manner required in this Agreement. In the event of a default hereunder, the non - defaulting party or parties shall be entitled to pursue all remedies available at law or in equity, including, but not limited to, specific performance. 16. Attorneys' Fees. If it shall be necessary for any party hereto to employ an attorney to enforce its rights pursuant to this Agreement because of the default of another party, the non - defaulting party shall be entitled to recover from the defaulting party or parties all costs, including reasonable attorneys' fees, incurred in connection with such default. 17. Brokerage Commission. Each party hereto represents and warrants that it has not dealt with or engaged any real estate broker in connection with the above transactions. Each party agrees to indemnify, defend, and hold harmless the other party from and against any claims or liability attributable to such party's breach of the foregoing representation and warranty. 18. Notices. All notices, demands, requests, and other communications required or permitted hereunder shall be in writing and shall be deemed delivered on the earlier of (i) three days after posting of registered or certified mail, addressed to the addressee at its address set forth below or at such other address as such party may have specified theretofore by notice delivered in accordance with this Section, or (ii) actual receipt by the addressee, as follows: City of Tukwila Attn: City Clerk 6200 Southcenter Blvd. Tukwila, WA 98188 Ms. Shelley Kerslake, Esq. Kenyon Disend, PLLC 11 Front St. So. Issaquah, WA 98027 F:WPPS \CIV\ Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 9 of 14 TUKW 01284 With a copy to: TO NORTHFIELD: P.O. Box 68016 Seattle, WA 98168 Kokie Adams Purcell & Adams 4211 Alderwood Mall Blvd. Suite 202 Lynnwood, WA 98036 19. Governing Law; Venue. The laws of the State of Washington shall govern the validity, enforcement, and interpretation of this Agreement. Any dispute or cause of action under this Agreement shall be resolved in King County Superior Court, State of Washington. 20. Mutual Agreement. Both parties agree that this Agreement has been mutually negotiated and drafted with the advice of legal counsel and that in the event of a dispute arising out of this Agreement, neither party shall be construed as the drafting party. 21. Integration; Modification; Waiver. This Agreement constitutes the complete and final expression of the agreement of the parties with respect to the herein described transactions, and supersedes all previous contracts, agreements, and understandings of the parties, either oral or written. This Agreement cannot be modified, or any of the terms hereof waived, except by an instrument in writing (referring specifically to this Agreement) executed by the party against whom enforcement of the modification or waiver is sought. 22. Counterpart Execution. This Agreement may be executed in several counterparts, each of which shall be fully effective as an original and all of which together shall constitute one and the same instrument. 23. Invalid Provisions. If any one or more of the provisions of this Agreement, or the applicability of any such provision to a specific situation, shall be held invalid or unenforceable, such provision shall be modified to the minimum extent necessary to make it or its application valid and enforceable, and the validity and enforceability of all other provisions of this Agreement and all other applications of any such provision shall not be affected thereby. 24. Binding Effect. This Agreement shall be binding upon and inure to the benefit of each party hereto, and their respective heirs, personal representatives, successors, and assigns. F:W PPS \C1V\Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 10 of 14 TUKW 01285 25. Assignment. No party may assign its rights hereunder without the written consent of the other party, which consent shall not be unreasonably withheld. For purposes of this Agreement, a party's refusal to consent to a proposed assignment shall be deemed reasonable if such assignment would cause any of the above transactions not to qualify as exchanges pursuant to Section 1031 of the Internal Revenue Code, as amended. 26. Care of Property Pending Cessation of Car Wash Facility. From the date of this Agreement until the cessation of operation as a car wash, Northfield shall continue routine maintenance of the Northfield Property, but shall not be obligated to make significant capital expenditures or improvements (except as specifically required hereunder). 27. Restrictive Covenant. City and its heirs, personal representatives, successors, and assigns agree that a restrictive covenant, in the form attached as Exhibit C, shall be recorded upon title to the Northfield Property after Closing prohibiting any car wash, or related style or type of business, to be operated on the Northfield Property. 28. Authority. City warrants that the City Council of the City has lawfully approved this Agreement and has authorized its Mayor to execute this Agreement and lawfully bind the City to its terms. Northfield warrants that its shareholders, executive officers, and directors are fully authorized to enter into this Agreement and lawfully bind Northfield to its terms. CITY OF TUKWILA By: Steven M. Mullet, Mayor Approved as to Form: By: X __ .� A -sst. [mil; is 41-4-or irvet Sor Shelley M. Kerslake, City Attorney NORTHFIELD VENTURES, LLC: ett By: Andrew Berg, its ?7re hry F:WPPS \CIV\ Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 11 of 14 TUKVV 01286 LEGAL DESCRIPTION: THAT PORTION OF LOTS 8, 27 AND 28 IN BLOCK 2 OF FIRST ADDITION TO ADAM'S HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SOUTH 150TH STREET AND THE EASTERLY LINE OF STATE ROAD NO. 1; THENCE NORTH 18 °28'40" EAST ALONG THE EASTERLY LINE OF SAID ROAD 126.43 FEET TO THE TRUE POINT OF BEGINNING WHICH IS ON THE NORTH LINE OF THE SOUTH 120 FEET OF SAID LOTS 27 AND 28 AS MEASURED ALONG THE EASTERLY LINE THEREOF; THENCE SOUTH 89°44'10" EAST ALONG SAID NORTH LINE 190.31 FEET TO A POINT ON THE EAST LINE OF LOT 27 AND WHICH IS 120 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE NORTH 00 °33'50" WEST ALONG THE EAST LINE OF LOTS 27 AND 8, A DISTANCE OF 220.39 FEET; THENCE NORTH 89 °44' 10" WEST 114.60 FEET TO THE EAST LINE OF STATE ROAD NO. 1; THENCE ON SAID EAST LINE SOUTH 18 °28'40" WEST 232 FEET TO THE TRUE POINT OF BEGINNING; AND • • EXHIBIT A City Property THAT PORTION OF LOT 26 IN BLOCK 2 OF SAID PLAT, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH LINE OF SOUTH 150TH STREET AND THE EAST LINE OF STATE ROAD NO. 1 (HIGHWAY 99); THENCE NORTH 18 °28'40" EAST, ALONG THE EASTERLY LINE OF SAID ROAD, 126.43 FEET TO POINT WHICH IS ON THE NORTH LINE OF THE SOUTH 120 FEET OF SAID LOTS 27 AND 28 AS MEASURED ALONG THE EASTERLY LINE THEREOF; THENCE SOUTH 89°44'10" EAST, ALONG SAID NORTH LINE, 190.31 FEET TO A POINT ON THE EAST LINE OF LOT 27 AND WHICH IS 120 FEET NORTH OF THE SOUTHEAST CORNER THEREOF; THENCE NORTH 00 °33'50" WEST, ALONG THE EAST LINE OF LOT 27, A DISTANCE OF 55.89 FEET TO TH TRUE POINT OF BEGINNING; THENCE NORTH 00 °33'50" WEST ALONG THE EAST LINE OF LOT 27, A DISTANCE OF 137.48 FEET TO THE NORTH LINE OF LOT 27; THENCE EAST 23.30 ALONG THE NORTH LINE OF LOT 26 WHICH LINE IS A PROLONGATION OF THE NORTH LINE OF LOT 27; F:\ APPS \CIV\Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 12 of 14 TUKVV 01287 THENCE SOUTHWEST 139.06 FEET TO THE TRUE POINT OF BEGINNING; (ALSO KNOWN AS LOT A OF LOT LINE ADJUSTMENT NO. 983059, RECORDED UNDER RECORDING NO. 8901180986) SITUATE IN THE CITY OF TUKWILA, COUNTY OF KING, STATE OF WASHINGTON. FA APPS Propery Exchange - Final.doc Page 13 of 14 TUKW 01288 PARCEL A: PARCEL B: EXHIBIT B Northfield Property —Legal Description THAT PORTION OF THE NORTH 185.90 FEET OF THE SOUTH 430.9 FEET OF THE WEST 505 FEET OF THE EAST 1,031 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 15, TOWNSHIP 23 NORTH, RANGE 4 EAST, WILLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING EASTERLY OF WASHINGTON STATE HIGHWAY NO. 1. LOT 6, CHERRY LANE, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 48 OF PLATS, PAGE 21, IN KING COUNTY, WASHINGTON. F:\ APPS \CIV\Tukwila \Contract\Northfield Propery Exchange - Final.doc Page 14 of 14 TUKW 01289 VICINITY MAP RECEIVED CfTY OF TUKWILA MAR 1 0 2005 PERMIT CENTER A I e i i i JOINT USE DRIVEWAY EASE TO BE OBTAINED VICINITY MAP SCALE 1:5000 NEW WATER FOR Ct - IRRIGATION 44 / t / EX. MONUMENT SIGN ti W 0 10 20 SCALE: r=20 CALL 2 BUSINESS 1_ , /DAYS BEFORE (/'IRIS) YOU DIG 1- 800 - 424 -5555 40 DOS77NG BUILDING SE 1/4, NE 1/4 SEC 34, TWP 25N, RGE 5E, W.M. KING COUNTY, WASHINGTON el 6044- 5 LI cdc• u-szrezi NOTq CONTRACTOR IS RESPONSIBLE TO LOCATE ALL EXISTING UTILITIES PRIOR TO STARTING ANY WOIW(, AND TO RELOCATE OR ABANDON ANY AS NEWEID TANK GAL OIL WA 7ER SEPARATOR TANK 11S,A,i� 41.-1-044k or p e 1 _ J 1 04a1Siat_ )' GOtnnejs'(p Uwe" 14 NC . S 40 kte n'V 5.9-A) t0 BLOC. & SETBA u ,tee C8 (TYPE 3) NOt'05'_ +'E MANHOLE 27.08'(0) 27.46(P) RIM: 3320' NEW 20' UI11TY ESMT TO BE OBTAINED EASEMENT TO BE MAINTAINED BY OWNEF B' SS Q57! 6' -0'H TRASH ENCLOSURE m _..6 SO 01t57x N8757'56'W 23.30'(C) C8 (TYPE 2) W/ FLOW RESTRICTOR TEE TYPE RIM: 328.0' IE 324.917 6' HIGH WOOD FENCE AIfH METAL POSTS ON TOP OF KEYSTONE RETAINING WALL VACUUM ISLAND, C .B (TYPE 3) MANHOLE W/ METAL ' = FRAME AND CRATE (20 "x24') TYP. Rat: 333.9' • ° m IE 324.91 12507BEL.PED ROAD SUITE 10f SELLEVUE WA 98005.2500 __ J - ss m CB (TYPE 3) MANHOLE W/ METAL FRAME AND GRATE (20'x24') TYP. RIM: 3310' UTILITY NOTES IE 316.0' I KEYSTONE RETAINING WALL - - - - - ?A A& &ion sr. -- -6 , +4 S. 148 doled?' so r I ( , p c.;VGI5 nom► lot+ ° I S to Lo "' b L. 6. ' I .p G 5'N TYPE 3 MANHOLE AT EACH BEND (TIP.) 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPUCABLE SHORING LAWS FOR TRENCHES OVER 4-FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER. CABLE. FIBER OPTICS, AND T ONES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTIUTIES. 3. ADJUST ALL MANHOLES, CATCH BASINS. AND VALVES IN PUBUC RIGHTS -OF -WAY OR EASEMENTS AFTER ASPHALT PAVING. 01 � ` pe m ;544 10fe. eA.0,, , CAfi vf./ LEGAL DESCRIPTION Parcel C That portion of lots 8, 27. and 28 in Blocks 2 of First Addition to Adam's Home Tracts, as pa Plat recorded in Volume 12 of Plats, page 50. Records of King County, describes as follows BEGINNING at the intersection of the North line of South 150th Street and the Easterly line of State Road No. 1. THENCE North t8'28'40' East along the Easterly line of said rood 126.43 feet to the TRUE POINT OF BEGINNING which is on the North line of the South 120 feet of said Lots 27, and 28 as measured along the Easterly line thereof, THENCE South 89'44'10' East along said North line 190.31 feet to a point on the East line of Lot 27 and whleh is 120 feet North of the Southeast coma thereof, THENCE North 00'33'50' West along the East line of Lots 27 and 8, a distance of 220.39 feet, THENCE North 8910'10' West 114.60 feet to the East fine of State Road No. 1, THENCE an sold East line South 18'28'40' West 232 feet to the TRUE POINT OF BEGINNING. and That portion of Lot 28 in Black 2 of said plat, described as follows BEGINNING at the intersection of the North line of South 150th Street and the East line of State Road No. 1 (Highway 99), THENCE North 18'28'40' East, along the Easterly line of said road, 126.43 feet to paint which is on the North line of the South 120 feet of said Lots 27 and 28 as measured long the Easterly line thereof. THENCE South 89'44'10' East, along said North line. 190.31 feet to a point on the East line of Lot 27 and which is 120 feet North of the Southeast comer thereof, THENCE North 00'33'50' West along the East line of Lot 27. a distance of 55.89 feet to the TRUE POINT OF BEGINNING. THENCE North 0073'50' West along the East line of Lot 27, a distance of 137.48 feet to the North line of Lot 27, THENCE East 23.30 feet along the North line at Lot 26 which Fine is o prolongation of the North line of Lot 27, THENCE Southwest 139.08 feet to the TRUE POINT OF BEGINNING (Also known as Lot A of Lot Line Adjustment No. 983059, recorded under Recording No. 8901180988) Ref. Recording Number 2001222000514 Stuate in the City of Tukwfa, County of King, State of Washington PARCF1 ARFA: TOTAL SITE a 35,458 S.F. (0.81 AC) 2. 3. 4. GENERAL NOTES L OCATIONS SHOWN FO EX ISTING UTILITIES ARE APPROX A LEAST 48 HO BEFO STARTING PROJECT SITE W HOURS IN ADVANCE NOTIFY THE uTIU11ES I AT 206- 433 -0179. RE QUEST A PUB LIC WORKS U P N AT LEA B CAWN 206 - 433 -0 179. THE CONTRACTOR ASSUMES SOLE RESPONSIBIUTY FOR k SAFETY. AND DAMAGE T STR UC TURES AND ECTIO IMPROVEME S RESULTING FROM CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND COP THE APPROVED PLANS. AND A CURRENT COPY OF CITY TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE. J08 SITE ALL WORK SHALL CONFORM TO THESE APPROVED DRAWL ANY CHANGES FROM THE APPROVED PLANS REQUIRE PF APPROVAL FROM THE OWNER. THE ENGINEER, AND THE OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUt DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCT STANDARDS. UNLESS OTHERWISE APPROVED BY THE PUE WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECC DRAWINGS ON -SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR PROJECT APPROVAL 10. PROVIDE T R FINAL AFFIC CONTRO AND STREET MAINTENANCE F FOR PUBUC WORKS APPROVAL BEFORE IMPLEMENTATION 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE THE DIRECTION OF A WASHINGTON UCENSED LAND SURV VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DA SHALL BE NAD 83/91. FOR PROJECTS WITHIN A FLOOD ZONE. THE PERMITTEE SHALL PROVIDE CONVERSION CAL( TO NCVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVE TO CONSTRUCTION. 13. RETAIN. REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS -OF -WAY, EASEMENTS, AND ACCESS TRACTS. 14. THE DETENTION VAULT REQUIRES A SEPARATE PERMIT W THE SOLE RESPONSIBIUTY OF THE CONTRACTOR TO ACO CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS SPECIFICATIONS ONLY. THE PERMITEE IS REQUIRED TO M, A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSC PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED ACCORDANCE WITH ALL FEDERAL STATE, AND LOCAL LA' PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WOR ACCORDING TO THE APPROVED PLANS. 2 PERMITEE /CONTRACTOR SHALL ARRANGE A PRECONSTRU CONFERENCE WITH THE CITYS INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS: o. AU. WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: b. PRIOR TO ANY ACTIVITY IN CITY RIGHT -OF -WAY, PERMITEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION. ADDRESS AND DESCRIPTION OF TRAFF FLOW DURING THE WED( AND SHALL MEET MEET REQUIREMENTS. o. ALL WORK REQUIRING LANE CLOSURES MUST BE PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND. TF DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWTLA URBAN CENTER. d. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS TO 1 BUILDINGS SHALL BE MAINTAINED AT ALL TIMES. EXCEPT WHEN THE PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR CLOSE AN ACCESS. e. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT A DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. f. INSTALL STEEL PLATES OVER ANY TRENCH, AT Al TIME WORK IS STOPPED AND THE TRENCH IS LEF OPEN. I Scale: GENERAL NOTES 1. ALL WORK IS NEW UNLESS OTHERWISE INDICATED. 2. SURVEY DIMENSIONS: DIMENSIONS OF THE SITE CONDITIONS ARE FROM A SURVEY BY OTHERS. THE ARCHITECT BEARS NO RESPONSIBIUTY FOR ACCURACY OF SURVEY. 3. =STING UTIUTY LOCATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF THE SIZE AND LOCATION OF ALL EXISTING UNDERGROUND AND ABOVE GROUND UTILITIES. EXISTING UTIUTES SHOWN HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE, ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING UTUTIES 4. BUILDING CODE: ALL CONSTRUCTION SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE AND SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND PROJECT SPECIFICATIONS PROJECT WILL COMPLY WITH THE 2003 IBC, IPC, IMC, IFC, AND 2004 WASHINGTON STATE ENERGY AND VENTMTON AND INDOOR AIR QUALITY CODE, AND ICC /ANS 117.1 FOR BARRIER FREE ACCESSBIUTY. 5. FIELD VERIFICATION: DO NOT SCALE DRAWINGS TO OBTAIN DIMENSIONS. WRITTEN DIMENSIONS GOVERN. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS. IN THE EVENT OF CONFUCTS OR CHANGES BETWEEN DETAILS OR BETWEEN THE PLANS AND SPECIFICATIONS NOTIFY THE ARCHITECT IMMEDIATELY. 6. REQUESTED` CHANGES TO THE APPROVED PLANS ALL REQUESTED CHANGES SHALL BE PREPARED BY THE PROJECT ARCHITECT AND SUBMITTED TO THE BUILDING OFFICIAL FOR APPROVAL COPIES OF SUCH APPROVALS SHALL BE AT THE JOB 91E PRIOR TO COMMENCEMENT OF WORK. A MINIMUM OF TWO WORKING DAYS SHALL BE EXPECTED FROM APPLICATION TO 7HE ISSUANCE OF APPROVAL OF CHANGES. ALL REQUESTS FOR CHANGES SHALL HAVE THE PROJECT ADDRESS AND PERMIT NUMBER. 7. DEMOUTION: WHERE ITEMS ARE NOTED TO BE REMOVED. THERE WILL BE COMPLETE REMOVAL OF THE ITEM (EG DOOR. FRAMEE, HARDWARE. ELECTRICAL, ETC). UNLESS OTHERWISE NOTED. THIS ALSO INCLUDES THE ASSOCIATED PATCHING AND REPAIRING TO MATCH THE ADJOINING SURFACES. 8. DIMENSIONS ALL DIMENSIONS ARE TO FACE OF CONCRETE, MASONRY, FACE OF SHEATHING AT EXTERIOR FRAMING, FACE OF FINISH AT EXISTING FINISHES, CENTERUNE OF COLUMNS AND GRIDS, AND CENTERLINE OF OPENINGS AND PARTITIONS, UNLESS OTHERWISE NOTED. 9. OWNER B)PPUED ITEMS THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF AU. OWNER SUPPLIED ants AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB -CUTS FOR FUTURE WORK. 10. ROUGH -IN DIMENSIONS VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT FURNISHED AND /OR INSTALLED BY NE CONTRACTOR. SUBCONTRACTOR OWNERS OR OTHERS. 11. SPRINKLER SYSTEM: AN AUTOMATIC SPRINKLER SYSTEM THAT CONFORMS WITH ALL RECOMMENDATIONS OF AN APPROVED RATING BUREAU AND NFPA PAMPHLET NO. 13, AND IS CONNECTED TO AN ALARM RECEIVING FACILITY AS APPROVED BY EACH JURISDICTION FIRE CHIEF SHALL BE INSTALLED. 11. MAX FLAME SPREAD CLASS FOR B OCCUPANCY TO BE AS FOLLOWS FOR VERTICAL EXITS AND EXIT PASSAGEWAYS: CLASS A (FLAME SPREAD INDEX 0-25: SMOKE - DEVELOPED INDEX 0 -450); FOR EXIT ACCESS CORRIDORS AND OTHER =TRAYS: CLASS C (FLAME SPREAD INDEX 78 -200; SMOKE- DEVELOPED INDEX 0-450) ROOM AND ENCLOSED SPACES CLASS C (FLAME SPREAD INDEX 76 -200: SMOKE - DEVELOPED INDEX 0 -450) 12. OCCUPANCY: NO BUILDING OR PORTION OF A BUILDING SHALL BE OCCUPIED OR USED FOR STORAGE PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. NO EXCEPTIONS' APPROVAL FOR OCCUPANCY IS ONLY GRANTED AFTER ACCEPTANCE BY PUBUC WORKS, PLANNING. FIRE MARSHALL AND BUILDING OFFICIAL 13. SHOP DRAWINGS PRIOR TO SHOP FABRICATION OF MATERIALS OR ORDERING OF MANUFACTURED ITEMS, PROVIDE SHOP DRAWINGS AND /OR MANUFACTURES DATA FOR REVIEW BY ARCHITECT. 14. ALL PIPING. CONDUITS AND DUCTS SHALL BE FURRED -IN IN ALL FINISHED ROOMS. 15. PROVIDE BACKING IN WALLS AS REQUIRED FOR INSTALLATION OF WALL- MOUNTED ITEMS. 16. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION. BETWEEN WALLS AND ROOF AND WALL PANELS: OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS AND ROOFS: AND ALL OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED, CAULKED. GASKETED OR WEATHER- STRIPPED TO UNIT AIR LEAKAGE. COSEC 1314 VICINITY MAP SHEET INDEX DATA A0.1 COVER SHEET G1.0 ACCESSIBILITY ✓t CODE DATA CIVIL C1 SITE PLAN C2 DETALS AND NOTES C3 DETAILS CA DETAILS CS GRADING. EROSION. & TESC LANDSCAPE L1.1 PLANTING PLAN ARCHITECTURAL - A1.1 ARCHITECTURAL ATE PLAN A2.1 1ST / 214D FLOOR ROOF PLANS A2.2 ROOF / REFLECTED CEILING PLANS A3.1 E(TER1OR ELEVATIONS A4.1 BUILDING SECTIONS A4.2 WALL SECTIONS A5.1 DOOR / WINDOW / ROOM FINISH SCHEDULES A6.1 DETAILS A6.2 DETAILS STRUCTURAL: SO.1 STRUCTURAL NOTES 50.2 FASTENING SCHEDULE S1.0 FOUNDATION & SECOND FLOOR FRAMING PLAN 52.0 ROOF FRAMING PLAN S3.0 DETAILS S4.0 DETAILS S5.0 SECTIONS S8.0 DETAILS S7.0 ELEVATIONS MECHANICAL/PLUMBING: M1 FIRST FLOOR PLUMING & HVAC M2 SECOND FLOOR PLUMING & HVAC ELECTRICAL: El ELECTRICAL SITE PLAN E2 POWER / COMMUNICATIONS PLANS E3 UGHITNG PLANS E4 PANEL SCHEDULES ABBREVIATIONS NEW BUILDING NORTHFIELD SELF- SERVICE CAR WASH 14840 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA PROJECT DIRECTORY OWNER: NORTHFIELD VENTURES LLC P.O. BOX 88016 SEATTLE, WA 98168 TEL: (206) 242 -5169 FAX (208)408 -9274 CONTACT - ANDY BERG ARCHITECT: MAGELLAN ARCHITECTS 15600 REDMOND WAY, STE 101 REDMOND, WA 98052 TEL (425) 885 -4300 FAX (425) 885 -4303 CONTACT - PEDRO CASTRO CONTRACTOR MILLENNIUM CONSTRUCTOR INC. 16625 REDMOND WAY (207 REDMOND. WA 98052 TEL (425) 881 -7588 FAX (425) 881 -6944 CONTACT - DOUG JOHNSON CIVIL CMS Engineers. L.C. 12507 BEL -RED ROAD sum 101 BELLEVUE, WA 98005 -2500 TEL (425) 637 -3693 FAX (425) 637 -3694 CONTACT - LARRY McANDREWS GEOTECHNICAL• CEO, INC. 5418 159114 PL NE REDMOND. WA 98052 TEL: (425) 883 -6689 FAX (425) 867 -9684 CONTACT - GLEN MANN TRAFFIC: TS TRANSPORTATION SOLUTIONS 8250 165TH AVE NE, STE 100 REDMOND, WA 98052 TEL: (425) 883 -4134 FAX (425) 867 -0898 CONTACT - DAVID MARKLEY LANDSCAPE: TERRAFORMA DESIGN GROUP 5212 37TH AVE SW SEATTLE, WA 98128 TEL (208) 923 -0590 FAX (206) 923 -3507 CONTACT - ANENT SAKADA STRUCTURAL K.M. MAW ASSOCIATES 810 3R1) AVE. 0352 SEATTLE WA 98104 TEL (206) 824-7148 FAX (206) 233 -9271 CONTACT - JOE MAW MECHANICAL: ABOSSEN ENGINEERING 1844 114TH AVE. NE BEL EVIEE WA 98004 TEL (425) 482 -9441 FAX (425) 482 -9451 CONTACT - ALEX ABOSSEIN ELECTRICAL CASE ENGINEERING 10009 MAIN ST. BOTHELI. WA 98011 TEL (425) 402 -9400 FAX (425) 402 -0402 CONTACT - MICHAEL CASE LEGEND OF SYMBOLS PROJECT INFORMATION PROJECT NAME NORTHFIELD CAR WASH PROTECT ADDRESS: 14840 TUKWILA INTERNATIONAL BLVD, TUKWILA, WA 98029 TAX PARCEL NUMBER 0041000130 LEGAL DESCRIPTION PARCEL C THAT PORTION OF LOTS 8, 27, AND 28 IN BLOCKS 2 OF FIRST ADDITION TO ADAMS HOME TRACTS, AS PER PLAT RECORDED IN VOLUME 12 OF PLATS PAGE 50. RECORDS OF KING COUNTY. DESCRIBES AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE NORTH UNE OF SOUTH 150TH S IHR.II AND THE EASTERLY UNE OF STATE ROAD NO 1, THENCE NORTH 1828'40' EAST ALONG THE EASTERLY UNE OF SAID ROAD 126.43 FEET TO THE TRUE POINT OF BEGINNING WHICH IS ON THE NORTH UNE OF THE SOUTH 120 FEET OF SAID LOTS 27, AND 28 AS MEASURED ALONG THE EASTERLY UNE THEREOF. THENCE SOUTH 89'44'10' EAST ALONG SAID NORTH UNE 190.31 FEET TO A POINT ON THE EAST UNE OF LOT 27 AND WHICH IS 120 FEET NORTH OF THE SOUTHEAST CORNER THEREOF. THENCE NORTH 00'33'50' WEST ALONG THE EAST LINE OF LOTS 27 AND 8, A DISTANCE OF 220.39 FEET, THENCE NORTH 89'40'10' WEST 114.60 FEET TO THE EAST UNE OF STATE ROAD NO 1, THENCE ON SAID EAST UNE SOUTH 1828'40' WEST 232 FEET TO THE TRUE POINT OF BEGINNING AND THAT PORTION OF LOT 26 IN BLOC( 2 OF SAID PUT, DESCRIBED AS FOLLOWS BEGINNING AT THE INTERSECTION OF THE NORTH UNE OF SOUTH 150TH SINELT AND THE EAST UNE OF STATE ROAD NO. 1 (HIGHWAY 99). THENCE NORTH 18'28'40' EAST. ALONG THE EASTERLY LINE OF SAID ROAD, 126.43 FEET TO PONT WHICH IS ON THE NORTH LINE OF THE SOUTH 120 FEET OF SAID LOTS 27 AND 28 AS MEASURED ALONG THE EASTERLY UNE THEREOF, THENCE SOUTH 89'44'10' EAST, ALONG SAID NORTH UNE 190.31 FEET TO A POINT ON THE EAST UNE OF LOT 27 AND WHICH IS 120 FEET NORTH OF THE SOUTHEAST CORNER THEREOF, THENCE NORTH 0073'50 WEST ALONG THE EAST LINE OF.LOT 27, A DISTANCE CF 55.89 FEET TO THE TRUE POINT OF BEGINNING THENCE NORTH 0073'50 WEST ALONG THE EAST LINE OF LOT 27. A DISTANCE OF 137.48 FEET TO THE NORTH UNE OF LOT 27, THENCE EAST 23.30 FEET ALONG THE NORTH LINE OF LOT 26 11I01 UNE IS A PROLONGATION OF THE NORTH UNE OF LOT 27, THENCE SOUTHWEST 139.06 FEET TO NE TRUE POINT OF BEGINNING, (ALSO KNOWN AS LOT A OF LOT LINE ADJJSTMENT NO. 983059, RECORDED UNDER RECORDING NO. 8901180986) REF. RECORDING NUMBER 2001222000514 SITUATE IN THE OTT OF TUKWILA COUNTY OF KING. STATE OF WASHINGTON JURISDICTION: CITY OF TUKWILA BUILDING ( ODE: INTERNATIONAL BUILDING CODE, 2003 EDITION OCCUPANCY CLASSIFICATION: B CONSTRUCTION TYPE V -B ZONING: RC A.C. ACOUS. ADJ ALUM ANOD. APPRO)L AIR M. BLDG ILK. DLKG BM. DOT. BTW C3 CL CLP. 0 0.0 aAu CO.. CONC. CONT. CONSTR CONTR. CT. DEL. DTL DF. D.S. ORM. EA E.F.S. EJFS ELEV. DEC AC OUSTICAL ADJUSTABLE, ADJACENT IEI/NULI ANODIZED APPROXIMATE BOARD BUXOM BLOCK BLOCKING BEAM BOTTOM BETWEEN CATCH BASIN CAST RON CAST IN PLACE CLEAR, CENTER LINE. CEWNG CONCRETE MASONRY UNIT COLUMN CONCRETE CONTINUOUS CONSTRUCTION CONTRACTOR CERAMIC TILE DOUBLE DETAIL DRINKING FOUNTAIN DOWNSPOUT CRANING EACH EXTERIOR FINISH NASH SYSTEM EXTERIOR INSULATION A FINISH SYSTEM ELEVATION. ELEVATOR ELECTRICAL E)OH. ET(HAUST EXIST. EXISDNG EXP. EWANSON EXT. E(GQION F.D. FLOOR GRAN EON. FOUNDATION FF FACTORY FINISH FHS FLAT HEAD SCREW FL FLOOR FJ.O. FURNISHED R INSTALLED BY OVER FAPP. FIBER REINFORCED PLASTIC PANEL(S) FTG. FOOTING GA. GAUGE GALV. GALVANIZED GI. GALVANIZED IRON CP G1PSM LATH R PLASTER CRIB GYPSUM WALLBOARD, GYPSUM BOARD H.B. HOSE BIBB H.0 HANDICAPPED H L HOLLOW METAL HO E. HORIZONTAL HT. REKNIT HTR HEATER NSUL INSULATION JT./ITS JTINT,JOINTS L LONG LENGTH LAM. LAMINATE. LAMINATED LF. LINEAR FOOT, LINEAL FOOT UO. U GD LT.WT. UO T W'EIC HT MAIL MASONRY MAX. MAXIMUM AILS METAL GUIDING SUPPLIER MECH. MECHANICAL IBII. MEZZANINE MR- METAL REED. MFG MANUFACTURING R0. MFR MANUFACTURER SC ED. WH. MANN2E S.C. MN LIDIUM SLIT. MSC. MISCELLANEOUS SW. MA MASONRY OPIKNG SLOE MR. MOISTURE RESISTANT SOLO. MULL- MULLION MID. MOUNTED SPEED. M10. MOUNTING SO. NJ.0 NOT IN CONTRACT SS NOM. NOMINAL 55T N.T.S. NOT TO SOLE STD. OA OVERALL SIL IC. ON CENTER STRICT. oil. OVERHEAD SUSP. OP'G OPENING STS IPP09TE T PM PARTITION TAB PERPENDICULAR TEL PL PLATE PROPERTY UNE TEMP. PLASJWL PLASTIC LAMINATE TAG PLYWD. PLYWOOD T.G. RIO. PLUMBING TIP. PIC PANEL PANELNG NIL PR. PAR U.B.C. FROL PROJECT 0.011. PRV PRESSURE REDUCING V.C.T. VALVE VERT. PT. POINT WI QT. QUARRY TIE W/0 OIL QUARTER W0. R RADIUS WOW. RD. ROOF DRAW WP. R.L. RAIN LEADER MR. RECD. RECEIVED WT. REF. REFRIGERATOR W.W.M. S r Ile r OLIIJCAINNIJe REQUIRED ROUGH (PENNG SCHEOLAE SCUD CONE SHEET SDQM APPLIED 3 INSTALLED BY OWNER APPUED BY OWNER INSTALLED BY CONTRACTOR SPOOFED SQUARE SOME AML SANITARY SEWER STAINLESS 5150. STANDARD STEEL STRUCTURE. STRUCTURAL SUSPENDED SYSTEM TREAD. TOP TON A BOTTOM TELEPHONE TEMPERED IONCUE A (SCONE TEMPERED CLASS TYPICAL UTILITY UNIFORM BUILDING CODE UNLESS OIHERWSE NOTED 1NR COMPOSITION TIE WRTCAL NTH NTHQUT WOOD RADOM WATEJI'ROOF WATER RESISTANT TEGHT SEWED ARE MESH srinrn rim CAVar O CASEWORI( TYPE 0 l:ly OX CONSTRUCTION STAGING NOTES DEMOUTON NOTE DESIGNATION FINISH CEILING TYPE CIl=NG HEIGHT 6008 DESONATION (GENERALLY CORRESPONDS TO ROOM NUMBER WHERE D009 OCCURS) DOOR SUFFIX WHERE MULTIPLE DOCKS OCOJR) DETAIL OFSGUTION SHEET MERE DETAIL IS SHOWN REFERENCE OR SMENSDN PONT EXTERIOR LOUVER TYPE (DESIGNATED BY NUMBER) SHEET NUMBER GILD DESIGNATION (ALPHABET OR NUMBER) INDICATION OF SLOPE 642 ORECTON ELECTWGL ROOM Oi NOIGDON CH DIRECTIONS ROOM NAME ROOM NUMBER WALL TYPE (W DENOTES SOUND INSULATED) OX EXTERIOR WIDOW TITRE CASEWOS( DESTINATION SHEET WHERE COAL IS SWAN Q SHEET KEY NOTE INTERIOR ELEVATION NUMBER 6 4- WALL ORENTATBXI SHEET WHERE INTERIM ELEV. IS SHOWN IRENS NUMBER BER . DATE WHEN REVISION IS MADE I- INDICATES THE PART REVISED ON CNE SHEET .r. WALL OR FOUNDATION SECTION JAO. NIJMBER SHEET TWINE WALL SECTION IS SHOWN BUILDING SECTION NUMBER SHEET WHERE BUILDING SECTION IS SHOWN SITE AREA 35.458 S.F. (.81 ACRES) PROPOSED FLOOR AMA: ALT FLOOR: 4,193 S.F. 2ND FLOOR: 965 S.F. TOTAL 5458 S.F. PARKIN) REQUIREME W: PROPOSED: 11 MAX BURDBO HEIGHT: ALLOWED: PROPOSED: 35' -0' 29' -2 PROLECR DESCIPT1IOI: BUILD A NEW (B) BAYS SELF -SERVE CAR WASH I N Q 6L Q O o O J Cl J J Q m III 00 co a OP Z Z 0 T W O i C 7 I - Z Z H M O J to C Z O Y 3 0 m O Z 3< Z LLT N D REVISIONS 3Y SCALE AS NOTED PLOT DATE: 06/13/25 DATE: 26 /14/05 CAD FILE: 03- 063401 JOB NUMBER: 03 -063 CHECKED PANIC ORAWN: SEA, AL STA PERMIT COVER SHEET AO.1 PLANT SCHEDULE TREES ram SHRUBS SY160L 511160. O F' 0 GROUNDCOVER PERENNIALS EXISTING TREES NUMBER TYPE SCIENTIFIC NAME 016001 NAME EXISTING M ES STREET TREE: MIMED BY Ott 124E 10 MAIM SWEET TREE ROWED BY 0TY 011W PUCATA YASIIOAIA 400111 (!DAR 04446 405986101.0 'DERAW GREEN EVOMLO GREEN OBORNTEA OS DVA $ERRATA YREEN VASE 00014 VASE ZEUCOVA NOTE: - ALL EVERGREEN TREES REAMNED ERN TM OP Cr M ORRO TO UPPER BENCHES - ALL TREES TO MEET AMMON STANDARD 6121 MRSRY STOOL - ALL TREES TO HAVE WOE MUM OD MATCHING FORM. 90 N1MC NAME COMON NAME CONS RYB90U5 MITE ROOOD4 WTOEASIER LACIEUS PA01E11 WIOICASIER WORMS O 61146 'WIMACTA' COPACT MANG BIS H PENS NIW RAMO DWARF 16.020 RNE WTENTIL4 6I6MRO4 RERUN PRIMROSE BEAUTY 0R01IED4 ANTS WIROCOt4505 '0110 WHO( OTTO WREN WARE NOTE: - MEMO AND TALL 9!6642 TOE (6 IMt 40011 AT 16E OF PUNTING 60!19! OOITMIE0 SE IF NECESSARY TO MEET HEIGHT IECOEMENT. MINIM NAME (DM1ON NAVE CALLNIA VOWS HEATHER GRASS PEELNE RYE MX 581 PRAGARM 0111!1695 NI. STRAW,BIERY GAL0ER4 SHALLOT SALAL NOTE: - LROONCOVER TO E RANTED TO AOEV( FILL 90% COVERAGE 6411M THEE TEARS - ASSURES A PERCENTAGE Cr AREA 0X1 96895 COVERED BY 0009(ON.R 001INON RAKE ESOCOSMA'LUEER' WOMI CROMSAu NOTE: TREES TO RERAN F64 NEED TO BE PROTECTED DURING CONSTRUCTION. SOME TREES MAY FEED TO BE REEVALUATED DURING DESIGN AND CONSTRUCTION TO OEIT ANNE ADEQUATELY IF TREY SHOULD REMAIN 0R BE REMOVED. IF ADDDONAL TREES ARE RELIEVED. It MAY BE NECESSARY 10 ADD NEW TREES TO MEET CITY EDOREENTS 3 2" CAL_ (411.) 15 6 MOT (MIL) 6 I401 (MIL) ICI T CAL (MIN.) 001809 35 I4 21 23 39 33 814511 60 1981 GUMMY 926 (114) 2 CA LON 3 GALLON 2 CALLO6 2 GALLON 2 GALLON 3 MUM 92E (tut) I COLON 200 A' POTS (2900 4 -5014) 180 ( 4- M 0410 6 920 (ML) 1 GALLON SPASM: (NAL) AS SHOOT AS MOM AS SHOOT AS 910X1 SPA110 GAIL) AS 94246 AS SHORN AS SHORN AS 996 AS 94201 AS 9001 SPACES (MAIL) AS 961'91 30 1464p1UR 56" 1011114.8)0 SWING (MAL) AS 910161 NOTES 5 TO OMAN, OTTERS TO E E110VE0 9I DOING TREE LEGEND FOR A000p1E 1190164116 MATCHING (OIL, 940E 10116( 1166. BROOMS MR. 5' 086. PULL 00 FISHY 060. PURE NNE FORAGE 64100110 096. 914E 1RVM, MM. BROO9NG MT. 5' NOTES FILM. YELL 91APED FULL, 1071 SHAM MLR- STEM. FILL FULL HEALTHY FEMALE, STRONG FILL MLR STEMS BUSHY. RAI. NOTES FLT.: NOTE W P166PE ROWER NO NET FULL, MAO SIEMER, 1EAL110 CELL BLOMY. 16111-STEM ROTES MAIORM VARIETY LANDSCAPE PLANTING PLAN GRAPHIC SCALE 0 10 20 (IN FEET) 1 MO 20 H. I /. / / • / / / L ,00 NOTE 11 10TH! PARI@IG STALLS IT STALLS 6 15 4 OF NTERW FUN1060 BED RECTUM. 165 4 RECANTED 3139 4 PROPOSED • PD605ED PLANING BD AREA (00105 CONE 000!14601 REFER 10 SF COL 8115 ON RAN 13 0 ® I !XIS NC BILk68RRD 04.4t. 0095 RE` a6E'n"� f ��I I• 2 LANOSIAIN4 d TREES REWIRED ( 30 SCUM REWIRE7), EASEMENT TOE 3 LAMISCAPNO 12 10001 MOOED (750 EVER12EET) SOD SCREEN FENCE (RONOW4R5 AS REWIRED RETONNG MIL NTH 6' 441 6000 FENCE SC L 0 SHEET TITLE PLANTING PLAN s 01 a SHEET NO. L1.1 �. .v1AI OH I SR I EVERGREEN 10" HOLLY REMOVED 2 EVERGREEN 6" JUNIPER REMOVED 3 EVERGREEN 8" CEDAR REMOVED 4 EVERGREEN 6" CEDAR REMOVED 5 £46001 EN If CEDAR REMOVED 6 EVER R, !FIN 14" CEDAR REMOVED 7 EVERGREEN 12" CEDAR REMOVED 6 DECIDUOUS 42" POPLAR REMOVED 9 EVERGREEN 10" CEDAR REMAIN DECIDUOUS 2014 POPLAR REWARD 1 EVFRWFEN 6" RHODODENDRON REMOVED (V0124(0R 6" RH000DENORON REMOVED DECIDUOUS 28" POPLAR REMOVED EYE1CREEN 10" CEDAR REMAIN 0(00045 40" POPLAR REMOVED EVERCIE, EN 10" CEDAR REMAIN DEODUOLS 40" POPLAR REMOVED DECIDUOUS 46" POPLAR REMOVED EVERGREEN 10" CEDAR REMAIN OEW004$ 26" POPLAR REMOVED 113, OEODUO25 10" POPLAR REMOVED DEOWOUS 26" POPLAR REMOVED i DEODUWS 30" POPLAR REMOVED EVERGREEN I4" RR REMAIN/NA 'i EVERGREEN 24" RR REMAIN PLANT SCHEDULE TREES ram SHRUBS SY160L 511160. O F' 0 GROUNDCOVER PERENNIALS EXISTING TREES NUMBER TYPE SCIENTIFIC NAME 016001 NAME EXISTING M ES STREET TREE: MIMED BY Ott 124E 10 MAIM SWEET TREE ROWED BY 0TY 011W PUCATA YASIIOAIA 400111 (!DAR 04446 405986101.0 'DERAW GREEN EVOMLO GREEN OBORNTEA OS DVA $ERRATA YREEN VASE 00014 VASE ZEUCOVA NOTE: - ALL EVERGREEN TREES REAMNED ERN TM OP Cr M ORRO TO UPPER BENCHES - ALL TREES TO MEET AMMON STANDARD 6121 MRSRY STOOL - ALL TREES TO HAVE WOE MUM OD MATCHING FORM. 90 N1MC NAME COMON NAME CONS RYB90U5 MITE ROOOD4 WTOEASIER LACIEUS PA01E11 WIOICASIER WORMS O 61146 'WIMACTA' COPACT MANG BIS H PENS NIW RAMO DWARF 16.020 RNE WTENTIL4 6I6MRO4 RERUN PRIMROSE BEAUTY 0R01IED4 ANTS WIROCOt4505 '0110 WHO( OTTO WREN WARE NOTE: - MEMO AND TALL 9!6642 TOE (6 IMt 40011 AT 16E OF PUNTING 60!19! OOITMIE0 SE IF NECESSARY TO MEET HEIGHT IECOEMENT. MINIM NAME (DM1ON NAVE CALLNIA VOWS HEATHER GRASS PEELNE RYE MX 581 PRAGARM 0111!1695 NI. STRAW,BIERY GAL0ER4 SHALLOT SALAL NOTE: - LROONCOVER TO E RANTED TO AOEV( FILL 90% COVERAGE 6411M THEE TEARS - ASSURES A PERCENTAGE Cr AREA 0X1 96895 COVERED BY 0009(ON.R 001INON RAKE ESOCOSMA'LUEER' WOMI CROMSAu NOTE: TREES TO RERAN F64 NEED TO BE PROTECTED DURING CONSTRUCTION. SOME TREES MAY FEED TO BE REEVALUATED DURING DESIGN AND CONSTRUCTION TO OEIT ANNE ADEQUATELY IF TREY SHOULD REMAIN 0R BE REMOVED. IF ADDDONAL TREES ARE RELIEVED. It MAY BE NECESSARY 10 ADD NEW TREES TO MEET CITY EDOREENTS 3 2" CAL_ (411.) 15 6 MOT (MIL) 6 I401 (MIL) ICI T CAL (MIN.) 001809 35 I4 21 23 39 33 814511 60 1981 GUMMY 926 (114) 2 CA LON 3 GALLON 2 CALLO6 2 GALLON 2 GALLON 3 MUM 92E (tut) I COLON 200 A' POTS (2900 4 -5014) 180 ( 4- M 0410 6 920 (ML) 1 GALLON SPASM: (NAL) AS SHOOT AS MOM AS SHOOT AS 910X1 SPA110 GAIL) AS 94246 AS SHORN AS SHORN AS 996 AS 94201 AS 9001 SPACES (MAIL) AS 961'91 30 1464p1UR 56" 1011114.8)0 SWING (MAL) AS 910161 NOTES 5 TO OMAN, OTTERS TO E E110VE0 9I DOING TREE LEGEND FOR A000p1E 1190164116 MATCHING (OIL, 940E 10116( 1166. BROOMS MR. 5' 086. PULL 00 FISHY 060. PURE NNE FORAGE 64100110 096. 914E 1RVM, MM. BROO9NG MT. 5' NOTES FILM. YELL 91APED FULL, 1071 SHAM MLR- STEM. FILL FULL HEALTHY FEMALE, STRONG FILL MLR STEMS BUSHY. RAI. NOTES FLT.: NOTE W P166PE ROWER NO NET FULL, MAO SIEMER, 1EAL110 CELL BLOMY. 16111-STEM ROTES MAIORM VARIETY LANDSCAPE PLANTING PLAN GRAPHIC SCALE 0 10 20 (IN FEET) 1 MO 20 H. I /. / / • / / / L ,00 NOTE 11 10TH! PARI@IG STALLS IT STALLS 6 15 4 OF NTERW FUN1060 BED RECTUM. 165 4 RECANTED 3139 4 PROPOSED • PD605ED PLANING BD AREA (00105 CONE 000!14601 REFER 10 SF COL 8115 ON RAN 13 0 ® I !XIS NC BILk68RRD 04.4t. 0095 RE` a6E'n"� f ��I I• 2 LANOSIAIN4 d TREES REWIRED ( 30 SCUM REWIRE7), EASEMENT TOE 3 LAMISCAPNO 12 10001 MOOED (750 EVER12EET) SOD SCREEN FENCE (RONOW4R5 AS REWIRED RETONNG MIL NTH 6' 441 6000 FENCE SC L 0 SHEET TITLE PLANTING PLAN s 01 a SHEET NO. L1.1 �. .v1AI OH I SR \K \ � T � TD ED�� �Q A/ qC a 4g mr > wg eA a sm RAN a P $� 8 6 r 4 ` g N s 9 m V C) r b w D • 0 0 a. a 0 NORTHFIELD CAR WASH NEW BUILDING 14840 1UKWILA IN IERNA110NAL BLVD TUKWILA, WASHINGTON 98029 �age�san ARCHITECTS 15800 Redmond Way, Suite 101 Redmond, Washington 98052 Tel (425) 885-4300 Fax (425) 8854303 www.magellanarchltects .com Copyrlmlt 0 2004 Magellan Aesoalatee PLLC w riq,l. reserved. The document. p..po..e by Ina Architect Vol We yal.cl are In1lramnl. of the Mch11.01'e oar*. tor .se solely Mtn respect to 11411 pal.cl. Ne peel 01 Inr Nan may be coal.. 1gloa,cee. earomottro m any lam a by 1,y moan., tle-V Il a mecnaneo (mtlaa.p anolocoa.l a ea e miasmal. of 0.4Aan ay...). l 1 •00p.AC N . thy CMwuw I i it of Ins oa may G. mode .111,0,1 pia .Alin 'omission In. purchase of this 1.1 of pan. rallies In. p tl,a.. to Ohs use m eel of plaoo Ise the con trawl of y w WOO'. me purchase 1 adall0w ..q.) of O. don oat I• the gon .• na to construct ma n e In one au*alnp. SCALE: AS NOTED PLOT DATE: 06/13/05 DATE: 06/14/05 CAD FILE: 03- 063A31 JOB NUMBER: 03 -063 CHECKED: PAMC DRAWN: SEA, HL STATUS: PERMIT O SOUTH ELEVATION a1 1 111111111111111111 1111111111111111 cTh O WEST ELEVATION O EAST ELEVATION 1/8' -1 O 3 NORTH ELEVATION 1/8' = 1 KEY NOTES 4 CONCRETE BASE, TYPICAL O KLA -ALL STRUCTURAL BRICK 60% INCA 40% MOUNTAIN BLEND, TYPICAL Q CEMENT PLASTER FINISH, MATCH OLYMPIC SOLID COLOR STAIN 'DRIFTWOOD BEIGE', TYPICAL • 1X10 BUILT -UP WOOD TRIM, STAINED OLYMPIC SOLI0 COLOR STAIN 'SLYER DOLLAR', TYPICAL O 1/2• T1 -11, STAINED OLYMPIC SOLID COLOR STAIN 'DRIFTWOOD BEIGE', TYPICAL © WEATHER RESISTANT ORAINABLE BLADE LOUVER • 2X8 FACIA 11TH 154 TRIM, STAINED OLYMPIC SCUD COLOR STAIN 'ELVER DOLLAR', TYPICAL • ASPHALT ROOF SHINGLES, TYPICAL 9❑ ROOF VENT, TYPICAL 10 MU VACUUM ISLAND BASE, TYPICAL 11 NOT USED Ei COIN VAULT, TYPICAL 13 (2) CHANGE MACHINES & (1) CREDIT CARD MACHINE 14 8'48' OVERHEAD DOOR N I am.A �r.y..�o mrtvw.mu 0 00 a � Z Z Z Z = J N ? y'} a J - Q I J m p p0 Z REVISIONS BY ELEVATIONS A3.1 ✓ r e r r r C ✓ r c r r r r r c c c c r r r r r C r cc r r r r r C c c r c r r r C r C r r ✓ r r r C C e e r r e r r C C r r r • r C Y C C C C C C r r r r C K C C r e C r r r r r r r r r r r r r e r r Y Y C r r r r r C Y r C r r C r r C r C r C r r C r r C r r r r C C r r C r r r C r C C C r r r r r r C C r C r C C r r r C r C C C r C c C C r r r e e e C r C e r r r C r r r r Y r r r C r r r r r r r r C C C C r r r C r C r ti r r r r r C r r Y r r r r r r r r r C r C r C r r r r r C C r C re r r r r c c r r r r r r r r r r C r r r r rr e e r C C r C e e C c r r r C r r r C r e C C C r r re C C r K re r r r Y r r r r C C C C C r r r r r r r r r r r r r e r r r C r C C r r r et' r r r e r re r C r r r r r C r C C r r r e C C C r C r cc C r C re e r C e r r r r C C C r r r cc C C ✓ C C r e e r r c r c C r e r r C C r C r cc r cc C C r e r e e c r e e r K r r e r r r C r r r ✓ e r C r C C r e e e r r e C r C C C C r e r r C K C r r r r r r e r r r r r r r r r r r r r r r r e r r e r r C r r r C r r r r c r e r r r r r cc cc r C r r r r e r r re r r C r r r r r e r e r r r c C r c r c c c r C C e C r e Y C r e C r r C r c C r r C r r C r C cc r r r r r C C r r r re r r r r re' r r r c c ✓ r r re e e r r Y r c r e r r r r r r r r e r r C e e r C r cc' re r cc r r e r r r r r c r r r r r r r r cc T e r r e r e C r r C C cc* e c cc e C r e//////---'''���LLL��� r r e r cc C r r C C r r e r cc r r et- r e r e r cc* c e C r C �- r r c r C it r r C e c Y r r r r r r r C r r C r r r r r r r r r C c r r r c � r r r r C r e r r G C er r r C e r r r C C r r r r c C r r r 4. t r. r c c e c r Y re c r r r r r e r r r r e e c r r c e c c e r t r r r c Cr K r e r r c Cr C r C C r c : r r C c E r r E c c r r r r r r c r r r r t c r Y r r Er r r r . r r r r r t r r 0 r C r C C C r e r r r r r r G r K r e r r C r re r e c r c C e r r r r r c C C C C C r r r r r ✓ r G C e r Y C r C r r r r r C e C r t r L r E -r G K K r C C K r K r ' K C C C Y C r r C C C r G C C Y C Y C C r r C r C C r er Er r f err C r C r re* C r r r r r r re e C C C r re e r r r r r cc r r r r r r r r G r r C r t t r e G! 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