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Home My WebLink AboutPermit L08-015 - MCDOWELL BRANDON - VU DUPLEX DESIGN REVIEWVU DUPLEX DESIGN REVIEW 3720 S 142 ST L08 -015 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director January 13, 2009 Mr. Brandon McDowell NPC Engineers 431 29th Street NE, Suite C Puyallup, WA 98372 Mr. Jack Vu 9805 NE 116th St Kirkland, WA 98034 RE: L08 -015: Vu Duplex Application (permit #L08 -015). Dear Mr. McDowell, The City of Tukwila sent out a technical comments letter on August 22, 2008, for the above - referenced land use application. Typically, the City allows ninety days for an applicant to provide additional information to continue with an application. Please submit the additional information requested in the technical comments letter, or a written request for an extension (if you require additional time), within ninety days; by April 13, 2009. If you do not submit a request for an extension or the additional information requested in the technical comments letter, this permit will expire on April 14, 2009. Please feel free to contact me with any questions at (206) 431 -3659 or jreavis @ci.tukwila.wa.us. Sincerely, aimie Reavis Assistant Planner cc. L08 -015 JR Page l of 1 C: \Documents and Settings \aimie- R.TUKWILA \ Desktop \Letterhead.doc 01/13/2009 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 - 431 -3670 • Fax: 206 - 431 -3665 City qf Tukwi Jim Haggerton, Mayor Department of Community Development MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: August 25, 2008 SUBJECT: VU — 3 Duplexes 3720 S. 142 "d Street Parcel no. 161000 -0205 Design Review Comments Design Review — L08 -015 Design Review does not meet Public Works requirements. The following comments need to be addressed for Public Works - Jack Pace, Director Per TMC 17.20 — A Short Plat over four (4) lots, requires a Private Access Road to be designed and constructed as follows; twenty eight (28) feet of pavement, curb /gutter /sidewalk, street light(s), storm drainage w /detention & water quality, and utilities. Applicant may request in writing; to the Director of Public Works, for a lesser standard. Waiver to the above standards, shall be upon approval by the Director of Public Works. In order to grant an exception to the requirement to construct a twenty eight (28) foot Private Street, a minimum of three (3) guest parking spaces on -site is required. Additionally, the CC &Rs for this development; shall include the requirement, that residents can not park in any guest parking areas. A minimum width of twenty five (25) feet is required for vehicles to turn into garages. This may require widened driveway areas and/or recessed garages. There must be enough room provided for vehicles to enter and back out of garages. Page 1 of 1 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 ® Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • Cit' sfru Jim Haggerton, Mayor Department of Community Development August 22, 2008 Dear Marion, Jack Pace, Director Below is a list of technical comments, based on a review of plans submitted for Design Review of the Vu Duplex/Townhouse project (Tukwila file #L08 -015). Application materials were routed to the Building, Fire, Public Works, and Planning departments. The Building Department did not have any comments related to design review. Planning and Fire department comments are listed below. Our Public Works Department has not yet finalized their comments. I will coordinate with Public Works to send you their written comments as soon as they are finalized. Requirements related to adding guest parking, turning radii, access road widths, fire department turnaround, and variation in floor plans and building orientation will have a significant impact on the site design for this project. Significant issues related to Site Planning are listed below. You may want to work out the site planning issues prior to addressing some of the more detailed design comments. Once you have had time to review the comments, I would recommend that we set up a meeting to go over them in more detail. PLANNING DEPARTMENT COMMENTS Site Planning • Please indicate the area of required recreation space for each unit, and whether the recreation space is private or common. Please note that a minimum of 400 square feet of recreation space is required for each unit, and a minimum of 250 square feet of the total required open space must be for private use as a front or back yard, patio area, etc.). All required recreation space for this project may be private. • At least 3 guest parking spaces will be required for this development. Please revise the site plan to show where these spaces will be located. • A greater width will be required for the access road, in order to meet turning radius requirements. One option would be to explore shared access with adjacent properties. Additionally, garages may be recessed from the face of the building to provide addition width for required turning radii. • A Fire Department turnaround is required for this project, since the access road has a length greater than 150 feet. The turnaround must meet fire department specifications. Please see the Fire Department comments contained in this letter. JR Page 1 of 6 H:\Design Review \Vu Duplex \Vu Technical Comments Letter.doc 09/12/2008 4:11 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • You may apply to allow landscape averaging for the required perimeter landscaping areas. For example, the required perimeter landscaping on the western property line may be reduced to a width of 5 feet if the landscaped area on the eastern property line is increased to 15 feet. The criteria for allowing perimeter landscape averaging are contained in TMC 18.52.020. • Transition from public to private spaces o Buildings that will be adjacent to S 142 °d Street should face the street, with garages accessed from the back (north side) of the units. To transition from the public sidewalk to the private yard and entrance to the units, you should have a pathway leading from the public sidewalk to the front porch. Access to this pathway could be restricted through construction of a low, transparent fence or wall (i.e., less than 4 feet high, visually open fencing materials such as wrought iron bars or wooden pickets). Steps leading up to the porch also provide a vertical separation, delineating private from public space. • Development area coverage cannot exceed 75% of lot area. Low - impact development techniques (i.e., use of grasscrete, pervious pavement, rain gardens, etc.) are required if development coverage will exceed 50% of the total lot area. • The floor plan and form of the units must be varied. Please demonstrate how this requirement will be met. Circulation • Walkways must be provided which connect the entrances of each unit to common areas, including parking and recreation space. Walkways should be located so that they do not cross through the access road or driveway areas. • Buildings should be separated at least 8 feet from driveways and parking spaces where facing windowed walls (but not the entry) of ground units and have a minimum of 13 foot separation when facing the entry of ground units. • Separate buildings from common walkways by at least 8 feet in the structure's front and rear, and a minimum of 4 feet on its side. Parking • At least 3 guest parking spaces should be provided on site. Show how this parking will be accommodated. • The size of surface parking spaces as shown on the plans does not meet the minimum size requirements of TMC Chapter 18.56. Please refer to Figure 18 -6 in the Tukwila zoning code to determine minimum size requirements. • Special attention must be given to maneuvering of vehicles on the site. For the northernmost units, is there enough space for cars to back out of the units? Will on -street spaces for residents interfere with the room needed for cars backing out of garages? Solar Orientation • Show how buildings will be arranged to optimize exposure to winter sunlight. Crime Prevention JR Page 2 of 6 09/12/2008 4:11 PM H:1Design Review\Vu Duplex Wu Technical Comments Letter.doc • • • Since this project is less than 9 units, all required open space may be private. Use of fences, landscaping, and other design elements should be employed to delineate privately -owned space from commonly accessible, shared areas. • Orient windows so that the site is easily surveyed by residents. The Tukwila Police Department will review your revised site design to identify areas on the site that could potentially offer hiding spaces (areas not easily seen from nearby buildings or landscaping that acts to block the view of nearby activity, areas that are unlit). • Locate mailboxes, garbage collection enclosures and common play areas in such a way that they are easily observed by others. Mailboxes should not be located in dark alcoves out of sight. Neighborhood Compatibility • See comments from Jeff Scherer, owner of Maple Apartments (the apartment complex to the west of the project site). Please provide a written response explaining how elements of this project may address his concerns. Building Elevations • Provide elevations for each duplex building, to demonstrate how elements of the different buildings will be varied in order to create a more varied and visually interesting development. Windows • Provide windows that are designed to create shadows (either deeply recessed or protruding). • Use visually significant window elements (i.e., frame dimensions, lintels, casings, sills, and trim). • Locate windows so that the occupants from one residence cannot look directly into an adjacent residence. • Consider use of accessories to window areas such as sunscreens or and/or planting boxes Roofline • More variation in the roofline should be provided in among the different buildings, through a combination of building orientation and addition of elements such as dormers and brackets. Building Massing • Building separation as shown on the plans is at least 20 feet. For 2 -story buildings, only 10 feet of separation is required by code. • The building elevations provide a preliminary idea of the proposed building modulation. However, the building shapes on the site diagram are rectangles. Please show on the site plan and elevations how far different building elements project from the horizontal plane. • Consider including any number of the following elements: o Provide roof elements such as gables, eyebrow roof forms or dormers. JR Page 3 of 6 09/12/2008 4:11 PM H:\Design Review \Vu Duplex Wu Technical Comments Letter.doc • • o Incorporate prominent cornice, soffit, or fascia details that emphasize the top of the building. o Provide prominent roof overhangs. o Articulate the roof with rafter tails and brackets. Material and Colors • Please specify the material and color for the railing around the balcony. • Please specify and provide sample of the material /color for the roof. • The colors and materials used for each duplex building should be varied to provide visual interest, instead of using the same colors and materials for each throughout the development. Garage Design • Garages may be recessed in order to accommodate additional width to meet turning radius requirements. • With variation in floor plans required for this project, two -car garages could be incorporated into some of the units to meet the minimum parking requirement of two parking spaces per unit, including tandem parking within the garage. Landscape Design • Spacing of kinnickinnick should be closer together, at least 18 inches on center at triangular spacing. • Replace Blue Fescue with tall - growing grasses, such as Pheasant -Tail Grass. • Make sure to coordinate location of trees with any overhead lines. • There is too much use of Otto Luyken Laurel. Please add more variety. A good substitute for Otto Luyken Laurel to consider is Lonicera Pileata, common name Privet Honeysuckle. • Consider the function that landscaping will serve in an area, whether it's to provide screening, to delineate open spaces vs. private areas on site, or for decoration. Where plantings are grouped around lawn areas, a variety of different planting should be used of differing heights and colors (including blooming plants) to add interest. • Plant shrubs used to define spaces or separate environments as a staggered double row whenever possible. This provides the significant depth especially necessary to separate environments such as parking areas from grassed fields and building entries. Protection of Existing Trees • As much as possible, preserve existing trees on the site, incorporating them into the Landscape Planting Plan. Design for Screening and Separation JR Page 4 of 6 09/12/2008 4:11 PM H:1Design Review\Vu Duplex\Vu Technical Comments Letter.doc • • • Provide a diagram and/or photos from other townhouse projects to demonstrate how private yard areas will be separated through a combination of elements including fencing and landscaping. Lighting • A variety of different lighting should be used on site. This should include a combination of street lamps to light the sidewalk and parking areas, lighting for walkways area areas where there are stairs, such as bollards, and building - mounted lighting. • Maximum parking area light standard height is 20 feet or the height of the building; whichever is less. • Where walkway lighting is provided primarily by low fixtures, provide sufficient peripheral lighting to illuminate the immediate surroundings. Peripheral lighting contributes to a feeling of security in an individual because he can see his surroundings to determine whether or not passage through an area is safe. Such an area should be lighted so that the object or person may be seen directly or in silhouette. • Provide all lighting standards with glare cut -off features to avoid off -site spillover. • For street lamps along the sidewalk and in parking areas, place fixtures so that light patterns overlap at a height of 7 feet which is sufficiently high to vertically illuminate a person's body. Fencing, Walls, and Screening • All fencing, walls, and screening should reflect building architecture and be harmonious with adjacent project designs. This includes consideration of proportion, color, texture, and materials. Design perimeter fencing to be attractive from both sides. In revised drawings, show the location, height, color, texture, and material of any fencing, along with how its placement relates to the proposed landscaping. Service Areas • Screen all exterior maintenance equipment, including HVAC equipment, electrical equipment, storage tanks, satellite dishes, and garbage dumpsters from off -site and common area view in an architecturally integrated manner. Revised site plan should show where mailboxes and recycling and trash areas (to include screening material) will be located. Street Furniture • Foster opportunities for social gathering by residents in shared open spaces by the provision of seating and other amenities. Separate vehicular traffic from pedestrian- oriented areas with the use of bollards and other barrier features. JR Page 5 of 6 09/12/2008 4:11 PM H:\Design Review \Vu Duplex \Vu Technical Comments Letter.doc • FIRE DEPARTMENT COMMENTS • Minimum access road width is required to be 20 feet, with no parking on either side of the road. • A turnaround per Tukwila Fire Department specifications is required if the access road will be over 150 feet in length. • Provide radii at entrance from the public street per Tukwila Fire Department specifications. • A fire hydrant is required within 150 feet of all structures, with no portion of any structure allowed to be located greater than 300 feet away from the hydrant by vehicular travel. • Provide ground ladder access to second story bedroom rescue windows. JR Page 6 of 6 09/12/2008 4:11 PM H:\Design Review\Vu Duplex Wu Technical Comments Letter.doc RECEIVED JUL' 241St COmmUMTY oVELOPMEHT • • MAPLE APARTMENTS PO Box 1094 Lynnwood, WA 98048 -1094 Telephone (425) 776 -0480 July 23, 2008 City of Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA Re: Project Vu Townhomes, File number L08015 Dear Sirs, I am the owner of the Maple Apartments, located at 14132 37th Ave. S, a 14 unit multifamily apartment building and located next to the above referenced project. I would like to address the gap of street improvements that will result between 3720 S. 142"d St., the proposed new construction site, along S. 142nd St. until it intersects with 37th Ave S. The Tukwila Municipal Code requires street frontage improvements to be installed for new construction prior to issuance of a certificate of occupancy. Should the above named project go forward, the street improvements between Highway 99 and 37th Ave. S will look like this: As one walks on the north side of S. 142nd St., west from Highway 99, to reach 37th Ave S., there will be no sidewalks until the pedestrian reaches the project location, whereby a nice, new, 5 foot sidewalk complete with curbs and gutters will exist. After passing the project location, the pedestrian will encounter no sidewalks but the driveway entrance to the Maple Apartments followed by a solid row of parked cars. The pedestrian will have a choice of paths to take — walk in the street, behind the parked cars, risking injury OR trespass on the Maple Apartments. The choice is clear which path is taken by anyone concerned for their safety. This is the choice that so many have had to make in the past. Increased demand for parking With the addition of 6 townhouses to our neighborhood, there will be an increase in demand for public parking along S. 142nd St. The on- street parking strip located directly in front of the Maple Apartments (14132 37th Ave. S.) is owned by the City of Tukwila and is used heavily by residents living at the Maple Apartments as well as the Dragon Court Apartments and the Mountainview Apartments. And will certainly be used by new occupants of the proposed project. The city of Tukwila has done very little to maintain this small strip of property. Not only do people leave their trash there, but it has become a favorite place for people to service their vehicles — some vehicles left on jack stands for days and even weeks. I personally have picked up so • • much garbage including floor mats, oil filters, brake pads, fan belts, spark plugs, and even alternators and automobile body parts until I am tired of it. More demand will mean more garbage for me to pick up. Because the property is grade level and the city has not provided curbing, people have pulled forward enough to damage curbing on my property beyond repair. Many years ago, the city removed 9 Lombard Poplar trees from this property and left the stumps. But, this provides a convenient route for people to use traveling west from Highway 99 to reach 37th Ave. S. Adults, including mothers with children and strollers coming from Highway 99, use this route regularly to reach their homes. And students from Foster High School and Showalter regularly walk through here to and from school. If I look north and south along 37th Ave. South at the intersection of S. 142nd St., I can see beautiful sidewalks and curbing on the west side of the street, but the east side has been left untouched. This project will increase the demand for use of this parking area that means more auto servicing and more garbage unless the city does something about it. This project provides an opportune time for the City of Tukwila to devote some attention and finally clean up this area. Perimeter landscaping The project includes 6 townhouses and, presumably, they could be individually owned and could be considered 6 individually owned, single family dwellings. The City of Tukwila Townhouse Design Manual (III. Landscape /Site Treatment, Design for Screening and Separation, paragraph K.) suggests providing a "privacy fence along side and rear yards if adjoining single family zoning ", but does not address adjoining multifamily, rental properties. Installing a privacy fence along the west side of the project would provide separation between (potentially) single family dwellings and multifamily residences and should be included in this project. Additionally, a fence will prevent foot traffic "short cut" routes from crossing landscaping between the project property and the Maple Apartments parking lot to access, among other things, vehicles parked in the city's parking area in front of the Maple Apartments. Respectfully submitted July 23, 2008, Jeff Scherrer • eitti of J a wiea Dept. Of Community Development AFFIDAVIT OF DISTRIBUTION / , ■ /HEREBY DECLARE THAT: _ Notice of Public Hearing Determination of Non - Significance .,� Notice of Public Meeting Mitigated Determination of Non - Significance _ o •l Board of Adjustment Agenda Packet Mailin _ re • uested b ' : Determination of Significance & Scoping Notice Board of Appeals Agenda Packet j 4 iz--(},i .a'a Notice of Action Planning Commission Agenda Packet Official Notice Short Subdivision Agenda y Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other: Was mailed to each of the addresses listed /attached ( on this ! ( day of in the year 20(�� C: \DOCUMENTS AND SETTINGS \TERI- S\DESKTOP\AFFIDAVITOF DISTR TION.DOC v f''_ _% . ` ■ _ , / 4# 41 _ , .,� Project Name: _ _ Project Number: _ o •l Mailin _ re • uested b ' : A : _ _,/j Mailer's signature: j 4 iz--(},i .a'a C: \DOCUMENTS AND SETTINGS \TERI- S\DESKTOP\AFFIDAVITOF DISTR TION.DOC CITY OF TUKWILA NOTICE OF APPLICATION Brian Galloway of NPC Engineers, on behalf of property owner J &J Investment Associates, LLC, has filed an application for public hearing design review for development of six townhomes, with associated landscaping, recreation space, and access. The project location is 3720 S 142nd Street, approximately one block west of Tukwila International Blvd. Projects applied for include: L08 -015, Public Hearing Design Review Other known required permits include: short plat, demolition permit, site development permit, building permit The application is available for review at the City of Tukwila, Department of Community Development (DCD), located at 6300 Southcenter Blvd #100. Project Files include: PRE06 -054 (Pre- application meeting) Your written comments on the project are requested. Written comments for this Public Hearing Design Review application must be received within 14 days; delivered in person or mailed to DCD at the address above no later than 5:00 P.M. on Monday, July 28th, 2008. Opportunity for additional oral and written public comments will be provided at a public hearing before the Board of Architectural Review. You may request a copy of any decision, information on hearings, and your appeal rights by calling DCD at. (206) 431 -3670. The decision on the design review decision may be appealed to the City Council. For further information on this proposal, contact Jaimie Reavis at (206) 431 -3659, jreavis @ci.tukwila.wa.us or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Application Filed: April 3, 2008 Notice of Completeness Issued: June 30, 2008 Notice of Application Issued: July 14, 2008 --r LOT 2 BLK 3, !AMES CLARKS GARDEN AODRION VOL. 13 PG. 52 LOT is BLK 2. 3ANE5 CLARKS GARVODEN ADDITION L. 13 PG. 12 VU DUPLEXES LOT 3 ARKS SLK 2 :M4E5 CL GARDEN ADDITION VOL. 13 PG. 12 • &75101' E SLOW RIWP. i ___PAWIIEM (T�Pj MEMOIR (11P.) PROPOSED 5 5400 0115 PROPOSED OMB A wane s �,4`r- e S;142ND ST. to' I ho g: . F P"'""F A �, E ;SW � . • r tit v� `Oy . O? POCOOO® Some • .. . 4 .► B' c: P� AMA. ui Sr Al ♦: Fir I � V.+ - - • — I� I _•A.i�1 libik AW &1i5 IF X 1K • , sew IR00' f RIWP. i ___PAWIIEM (T�Pj MEMOIR (11P.) PROPOSED 5 5400 0115 PROPOSED OMB A wane s �,4`r- e S;142ND ST. Page 1 of 1 • • Teri Svedahl - extra addresses for 108 -015 mailing From: Jaimie Reavis To: Teri Svedahl Date: 07/11/2008 11:36 AM Subject: extra addresses for L08 -015 mailing Hi Teri, Could you also send a notice of application in the mail to the applicant (information below): Brian Galloway - NPC Engineers 413 29th Street NE, Suite C Puyallup, WA 98372 Sorry I forgot to include this in the list. Thanks! Jaimie file: / /C: \Documents %20and %20Settings\ Teri -S\ Local %20Settings \Temp\XPGrpWise \48... 07/11/2008 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 204 TUKWILA WA 98168 -4051 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 207 TUKWILA WA 98168 -4087 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 210 TUKWILA WA 98168 -4087 TUKWILA COMMUNITY MEMBER 3715 S 141ST ST Apt 11 TUKWILA WA 98168 -4049 TUKWILA COMMUNITY MEMBER 3715 S 141ST ST Apt 14 TUKWILA WA 98168 -4049 TUKWILA COMMUNITY MEMBER 3715 S 141ST ST Apt 4 TUKWILA WA 98168 -4049 TUKWILA COMMUNITY MEMBER 3715 S 141ST ST Apt 7 TUKWILA WA 98168 -4049 TUKWILA COMMUNITY MEMBER 14200 37TH AVE S Apt 101 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14200 37TH AVE S Apt 104 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14200 37TH AVE S Apt 203 TUKWILA WA 98168 -4085 • • TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 205 TUKWILA WA 98168 -4051 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 208 TUKWILA WA 98168 -4087 TUKWILA COMMUNITY 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COMMUNITY MEMBER 3724 S 141ST ST Apt 3 TUKWILA WA 98168 -4074 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 10 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 14 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 4 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 7 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 9 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 103 TUKWILA WA 98168 -4050 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 106 TUKWILA WA 98168 -4000 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 109 TUKWILA WA 98168 -4000 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 202 TUKWILA WA 98168 -4051 TUKWILA COMMUNITY MEMBER 3724 S 141ST ST Apt 4 TUKWILA WA 98168 -4074 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 11 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 2 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 5 TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 3729 S 142ND ST Apt 7A TUKWILA WA 98168 -4048 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 101 TUKWILA WA 98168 -4050 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 104 TUKWILA WA 98168 -4050 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 107 TUKWILA WA 98168 -4000 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 110 TUKWILA WA 98168 -4000 TUKWILA COMMUNITY MEMBER 14224 37TH AVE S Apt 203 TUKWILA WA 98168 -4051 TUKWILA COMMUNITY MEMBER 14200 37TH AVE S Apt 302 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 105 TUKWILA WA 98168 -6001 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 108 TUKWILA WA 98168 -4054 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 205 TUKWILA WA 98168 -4054 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 208 TUKWILA WA 98168 -4055 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 222 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 307 TUKWILA WA 98168 -4056 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 310 TUKWILA WA 98168 -4056 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 2 TUKWILA WA 98168 -4052 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 22 TUKWILA WA 98168 -4086 TUKWILA COMMUNITY MEMBER 14200 37TH AVE S Apt 303 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 106 TUKWILA WA 98168 -4054 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 109 TUKWILA WA 98168 -4054 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 206 TUKWILA WA 98168 -4055 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 209 TUKWILA WA 98168 -4055 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 305 TUKWILA WA 98168 -4055 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 308 TUKWILA WA 98168 -4056 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 311 TUKWILA WA 98168 -4056 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 20 TUKWILA WA 98168 -4086 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 23 TUKWILA WA 98168 -4086 • TUKWILA COMMUNITY MEMBER 14200 37TH AVE S Apt 304 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 107 TUKWILA WA 98168 -4054 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 110 TUKWILA WA 98168 -4054 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 207 TUKWILA WA 98168 -4055 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 210 TUKWILA WA 98168 -4055 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 306 TUKWILA WA 98168 -4056 TUKWILA COMMUNITY MEMBER 14210 37TH AVE S Apt 309 TUKWILA WA 98168 -4056 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 1 TUKWILA WA 98168 -4052 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 21 TUKWILA WA 98168 -4086 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 24 TUKWILA WA 98168 -4086 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 25 TUKWILA WA 98168 -4053 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 28 TUKWILA WA 98168 -4085 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 4 TUKWILA WA 98168 -4052 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 7 TUKWILA WA 98168 -4025 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 1 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 12 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 15 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 18 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 20 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 23 TUKWILA WA 98168 -4142 • • TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 26 TUKWILA WA 98168 -4053 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 29 TUKWILA WA 98168 -4053 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 5 TUKWILA WA 98168 -4052 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 8 TUKWILA WA 98168 -4086 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 10 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 13 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 16 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 19 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 21 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 24 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 27 TUKWILA WA 98168 -4053 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 3 TUKWILA WA 98168 -4052 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 6 TUKWILA WA 98168 -4052 TUKWILA COMMUNITY MEMBER 14218 37TH AVE S Apt 9 TUKWILA WA 98168 -4086 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 11 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 14 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 17 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 2 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 22 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 25 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 26 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 29 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 31 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 34 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 37 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 4 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 42 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 45 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 48 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 50 TUKWILA WA 98168 -4143 • • TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 27 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 3 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 32 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 35 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 38 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 40 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 43 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 46 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 49 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 51 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 28 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 30 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 33 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 36 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 39 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 41 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 44 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 47 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 5 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 52 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 53 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 56 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 59 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 61 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 64 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 9 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 3718 S 141ST STApt3 TUKWILA WA 98168 -4032 • • TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 54 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 57 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 6 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 62 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 7 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 3718 S 141ST ST Apt 1 TUKWILA WA 98168 -4032 TUKWILA COMMUNITY MEMBER 3724 S 141 ST APT 1 TUKWILA WA 98168 -4074 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 55 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 58 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 60 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 63 TUKWILA WA 98168 -4143 TUKWILA COMMUNITY MEMBER 14005 42ND AVE S Apt 8 TUKWILA WA 98168 -4142 TUKWILA COMMUNITY MEMBER 3718 S 141ST ST Apt 2 TUKWILA WA 98168 -4032 139 LLC 1001 WESTLAKE AVE N SEATTLE WA 98109 BBV -EFS L L C 13007 167TH AVE NE REDMOND WA 98052 BRIGHT MORNINGSTAR PROPERTIES LLC 13624 180TH AVE NE REDMOND WA 98052 TENANT 13790 34TH AVE S TUKWILA WA 98168 TENANT 13825 38TH AVE S TUKWILA WA 98168 TENANT 13831 38TH AVE S TUKWILA WA 98168 COLLIER,TRISHA M 13837 37TH AVE S TUKWILA WA 98168 BAKER, SUSAN E 13838 38TH AVE S SEATTLE WA 98168 GERMAN, V ICTOR 13844 37TH AVE S TUKWILA WA 98168 ECHEVERRIA,JOSE CARLOS & MISA 13849 38TH AVE S SEATTLE WA 98168 CZERWINSKI,DARRELL M 10245 DES MOINES MEMORIAL DR SEATTLE WA 98168 STICKLEY,K & C 13229 184TH AVE SE RENTON WA 98059 TENANT 13740 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 MORRIS,FLOYD A & WENDY L 13794 34TH AVE S SEATTLE WA 98168 KEEL,VICKI L & EVELYN R 13826 37TH AVE S TUKWILA WA 98168 NAVARRO,EFRAIN C & JESUS C 13832 37TH AVE S SEATTLE WA 98168 SRIPRANARATANAKUL,CHARLES & FAYE 13837 38TH AVE S TUKWILA WA 98168 DELATORRE,ABRAHAM & SUSANA 13843 37TH AVE S TUKWILA WA 98168 TENANT 13844 38TH AVE S SEATTLE WA 98168 DAVIS,EWING 13850 37TH AVE S SEATTLE WA 98168 WEEDA,SCOTT 10885 NE 4TH ST BELLEVUE WA 98004 CHONG MAN 13545 SE NEWPORT WAY BELLEVUE WA 98006 BUTTERFIELD,DONALD E & JUDITH 13786 34TH AVE S TUKWILA WA 98168 TRAN,QUANG T 13798 34TH AVE S TUKWILA WA 98168 CLAY,RALPH L & PATRICIA F 13826 38TH AVE S SEATTLE WA 98168 GAUSE,SHARON 13832 38TH AVE S SEATTLE WA 98168 PHIPPS,JESSICA G 13838 37TH AVE S TUKWILA WA 98168 LLANES,SALVADOR 13843 38TH AVE S SEATTLE WA 98168 RABOIN,MARCIA ETAL 13849 37TH AVE S SEATAC WA 98168 MCQUARRIE,BREANNE 13850 38TH AVE S SEATTLE WA 98168 TENANT 13855 37TH AVE S TUKWILA WA 98168 HERNANDEZ,CARMEN R & LOPEZ 13856 38TH AVE S SEATTLE WA 98168 HOOPER,FRANCESCA R 13862 37TH AVE S SEATTLE WA 98168 VAHORA,MUSTAK 13867 37TH AVE S TUKWILA WA 98168 FICKLE,DIXIE L 13868 38TH AVE S SEATTLE WA 98168 MANG,NGOUN 13874 37TH AVE S TUKWILA WA 98168 GARCIA,WALTER A 13880 37TH AVE S TUKWILA WA 98168 AJP ENTERPRIZE LLC 13910 PACIFIC HYW S TUKWILA WA 98168 TENANT 13925 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TENANT 14005 42ND AVE S TUKWILA WA 98168 ARMBRUSZT,ZOLTAN 13855 38TH AVE S SEATTLE WA 98168 DE LOS SANTOS,CARLOS R 13861 37TH AVE S TUKWILA WA 98168 TENANT 13862 37TH AVE S SEATTLE WA 98168 GONZALES- CAMPOS,ADRIANA ETAL 13867 38TH AVE S SEATTLE WA 98168 STRIPE,ALICE SHARON 13873 37TH AVE S SEATTLE WA 98168 TENANT 13874 38TH AVE S SEATTLE WA 98168 TENANT 13880 38TH AVE S TUKWILA WA 98168 TENANT 13911 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TENANT 14003 37TH AVE S TUKWILA WA 98168 TENANT 14010 37TH AVE S TUKWILA WA 98168 TENANT 13856 37TH AVE S TUKWILA WA 98168 RAMSON,HENRIQUES A & YVETTE M 13861 38TH AVE S SEATTLE WA 98168 TENANT 13862 38TH AVE S SEATTLE WA 98168 LEINGANG,EVA M 13868 37TH AVE S SEATTLE WA 98168 VAZQUEZ,DANIEL C 13873 38TH AVE S SEATTLE WA 98168 TENANT 13879 38TH AVE S TUKWILA WA 98168 TENANT 13900 PACIFIC HWY S TUKWILA WA 98168 TENANT 13920 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TENANT 14004 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TENANT 14013 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 CONROY,EDWARD ALAN JR & ANNET 14.016 35TH AVE S SEATTLE WA 98168 BRIDGE,LYLE D 14032 35TH AVE S SEATTLE WA 98168 SEATAC TUKWILA INVESTMENT L 14110 PACIFIC HWY S TUKWILA WA 98168 GARCIA,JUAN C 14118 37TH AVE S TUKWILA WA 98168 TENANT 14124 37TH AVE S TUKWILA WA 98168 URETA,JOAQUIN 14126 37TH AVE S TUKWILA WA 98168 STANFIELD,ARLYN W & VELMA R 14143 37TH AVE S SEATTLE WA 98168 STOTSENBERG,GREGORY ALAN 15031 MILITARY RD S 134 -B SEATTLE WA 98188 STEPPING STONE VENTURES L L 20303 10TH AVE W LYNNWOOD WA 98036 LOW INCOME HOUSING INSTITUT 2407 1ST AVE 200 SEATTLE WA 98121 DOLLENTE,MAURO T JR & LILLIAN 14019 37TH AVE S TUKWILA WA 98168 TENANT 14101 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 TENANT 14111 37TH AVE S TUKWILA WA 98168 TENANT 14121 TUKWILA INTERNATIONAL BLVD TUKWILA WA 98168 SMALL,DARRIN 14125 37TH AVE S TUKWILA WA 98168 TENANT 14132 37TH AVE S TUKWILA WA 98168 TENANT 14200 37TH AVE S TUKWILA WA 98168 LEE,KEITH K 17750 15TH AVE NE SHORELINE WA 98155 PEROVICH,NICHOLAS A 20893 2ND PL SW SEATTLE WA 98166 CHEN,JOJO & JIAN 3222 S 142ND PL TUKWILA WA 98168 LE NAM HOANG 14028 35TH AVE S TUKWILA WA 98168 SERRANO,PACIFICO V JR & REMED 14103 37TH AVE S TUKWILA WA 98168 TENANT 14112 37TH AVE S TUKWILA WA 98168 GARCIA,OMAR G 14123 37TH AVE S TUKWILA WA 98168 TENANT 14125 37TH AVE S TUKWILA WA 98168 FLINT, SHARON M 14137 37TH AVE S TUKWILA WA 98168 LAPINE,GARY & DIANA 14443 58TH AVE S SEATTLE WA 98168 GRAVERSEN,CL 20150 WASATCH MOUNTAIN LN BEND OR 97702 CARVER,LEONARD III & MCMILLAN 2351 26TH AVE W SEATTLE WA 98199 HOA,TRAN DUC ETAL 3412 S 140TH ST SEATTLE WA 98168 TENANT 34.15 S 140TH ST TUKWILA WA 98168 ORTIZ,ARTHUR C 3703 S 141ST ST TUKWILA WA 98168 TENANT 3718 S 141ST ST TUKWILA WA 98168 TENANT 3724 S 141ST ST TUKWILA WA 98168 TENANT 3729 S 142ND ST TUKWILA WA 98168 CHERRRINGTON,FRANK 3736 S 141ST ST SEATTLE WA 98168 TENANT 3742 S 142ND ST SEATTLE WA 98168 TENANT 4004 S 139TH ST TUKWILA WA 98168 TENANT 4012 S 140TH ST TUKWILA WA 98168 VU,THINH TIEN 5113 S 284TH PL AUBURN WA 98001 ROJAS,ADRIANA 3418 S 140TH ST TUKWILA WA 98168 TENANT 3711 S 140TH ST TUKWILA WA 98168 DUNCAN,M A 3719 S 140TH ST SEATTLE WA 98168 MATHEW,REJ1 & ROSAMMA 3726 S 142ND ST TUKWILA WA 98168 DEITCHLER,RANDEL L 3730 S 142ND ST TUKWILA WA 98168 KEARNEY,JAMES M 3740 S 142ND ST SEATTLE WA 98168 LESTER,PHILIP S 3743 S 142ND ST SEATTLE WA 98168 N H SAROYA LLC 4006 S 139TH ST TUKWILA WA 98168 FETTERS,TERRY J 5020 26TH AVE SW SEATTLE WA 98106 JACKSON,JEANNELLE FEULING & D 6527 48TH AVE NE SEATTLE WA 98115 MIEN EVANGELICAL CHURCH 3505 S 140TH ST TUKWILA WA 98168 ROBERT,KAYE H JR 3715S141STSTI SEATTLE WA 98168 TENANT 3720 S 142ND ST TUKWILA WA 98168 BRINES,LILLIAN 3728 S 141ST ST SEATTLE WA 98168 TENANT 3731 S 141ST ST TUKWILA WA 98168 BAKER,GEORGE H 3742 S 141ST ST TUKWILA WA 98168 BAKER,DANNY D 3748 S 141ST ST SEATTLE WA 98168 SINGH,PARNIT 4011 S 139TH ST TUKWILA WA 98168 MAHAJER,HOSSEIN SABOUR 5031 RIPLEY LN N RENTON WA 98056 HALSTEAD,WILLIAM A & JOELLEN 6610 39TH AVE SW SEATTLE WA 98136 • TURNER,ROBERT A PHAM,VICTOR VU,JACK Q 9241 39TH AVE S 9604 BLUE THISTLE WAY 9805 NE 116TH ST SEATTLE WA ELK GROVE CA KIRKLAND WA 98118 95624 98034 SCHERRER,JEFF FAIRBANKS,C S ABU -BAKR ISLAMIC CENTER OF PO BOX 1094 PO BOX 16439 PO BOX 18067 LYNNWOOD WA CHESAPEAKE VA SEATTLE WA 98046 23328 98118 MOUNTAIN VIEW FAMILY ASSOC DUB PROPERTIES L L C T B M CORP PO BOX 2170 PO BOX 3465 PO BOX 66148 LYNNWOOD WA RENTON WA SEATTLE WA 98036 98056 98166 MALY,ORRIN F PO BOX 69293 SEATTLE WA 98168 June 30, 2008 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF COMPLETE APPLICATION Mr. Brian Galloway NPC Engineers 413 29th Street NE, Suite C Puyallup, WA 98372 Subject: Vu Duplex Design Review Application L08 -015 Dear Mr. Galloway: Your application for a Public Hearing Design Review for development of six townhomes is considered complete on June 30, 2008 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 431 -3659. Sincerely, Jaimie Reavis Assistant Planner cc. L08 -015 JR Page l of 1 H:\Design Review \Vu Duplex \Complete_Vu Duplex_L08- 015.DOC 06/27/2008 3:59 PM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 City of Tukwila Department of Community Development File Number (-0g- 6 IF LAND USE PERMIT ROUTING FORM TO: ,Building ❑ Planning O Public Works ❑ Fire Dept. ❑ Police Dept. ❑ Parks /Rec Project: l � -�,'� J 1/v d d UpC X / G� uflh hzv r,��c -�-- si'zd1. - A/Let� Address: 37 2_o 5 iiii4 " _Sired" Date transmitted: /30 jzov Response requested by: -7 /) LI- /z..cv g Staff coordinator: hnit Rpm VS Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS j� (Attach additional comment sheets and/or support materials as needed.) '�" LeaC fm/, 0Lt 'trv/do (Crin/t /S • N0. fev/#/free•ell Plan check date: 1... y�-p/ " Comments prepared by: �?�- Update date: � City of Tukwila Department of Community Development File Number Log- 6 Lc--- LAND USE PERMIT ROUTING FORM TO: n Building Planning Public Works n Fire Dept. Police Dept. U Parks /Rec Project: V U i) 10 62-X / 6 - old 'hJ i / p e c L - °i SC, N t P�✓ Address: 372-0(5 /'/ Sir- /— Date transmitted: (p /t2 Ac,7)ff Response requested by: .7 /j L- /2ct i Staff coordinator: Z7pnn' lem V,SS Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. PLIarce COMMENTS (Attach additional comment sheets and/or support materials as needed.) !do [c%mnZ,3. (bjiJ i24vV F w ] ,b6s No-r wiser Pvsc.c c (dorms REQultEinewr5 - $ ,Q'trti CJ4 A Com rri OAvrs Plan check date: Comments prepared by: Update date: / i City of Tukwila Department of Community Development File Number Oij- o is LAND USE PERMIT ROUTING FORM TO: n Building U Planning n Public Works !I Fire Dept. n Police Dept. n Parks /Rec Project: Vu d)UpCe-t / 6 l oil 1- whhcv -- Dsi'r kites.✓ ,feC-f Address: 37 2-0 5 /4 ni Sired., Date transmitted: (p /3o /fig Response requested by: .7 /1 Li- /zcv g Staff coordinator: ,tljn /p 7ZP/i VS Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. Pliuge rmf, ii! COMMENTS (Attach additional comment sheets and/or support materials as needed.) 7GC0 (0719 /rte 3. G/i-i/1-N he p cfrk, ti5 6`� ?T) 0 �71 S 0w. 5; a 0 rOct # M;>7. G«erc G,,d*-h aeSS mq Q./Pr /50 44. ). /70,75-4'), . Pm/4c -±L'h /(44 aei 121-0,;106z % c, oi;v ( c-1' e1, v. 401— p,f l,L 5.L pet- Fde ov) . Seto l� /r� �iydfrtpj -(,5+ e - h po )i-rf-s 300-c Plan check date: 7 -3 -O Comments prepared by: , 0 Update date: ()w „t1,c (kd - ac(es5'70 h4 541,-/ roc,_ L,rt -2 .-5” • • MEMORANDUM www.ci.tukwila.wa.us Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Jaimie Reavis, Assistant Planner ION'n1 FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer DATE: August 25, 2008 SUBJECT: VU — 3 Duplexes 3720 S. 142 "d Street Parcel no. 161000 -0205 Design Review Comments Design Review — L08 -015 Design Review does not meet Public Works requirements. The following comments need to be addressed for Public Works - Per TMC 17.20 — A Short Plat over four (4) lots, requires a Private Access Road to be designed and constructed as follows; twenty eight (28) feet of pavement, curb /gutter /sidewalk, street light(s), storm drainage w /detention & water quality, and utilities. Applicant may request in writing; to the Director of Public Works, for a lesser standard. Waiver to the above standards, shall be upon approval by the Director of Public Works. In order to grant an exception to the requirement to construct a twenty eight (28) foot Private Street, a minimum of three (3) guest parking spaces on -site is required. Additionally, the CC &Rs for this development; shall include the requirement, that residents can not park in any guest parking areas. A minimum width of twenty five (25) feet is required for vehicles to turn into garages. This may require widened driveway areas and/or recessed garages. There must be enough room provided for vehicles to enter and back out of garages. Page 1 of 1 April 9, 2008 • CityofTu:.:H°la Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION Mr. Brian Galloway NPC Engineers 413 29th Street NE, Suite C Puyallup, WA 98372 RE: Vu Duplex Design Review Application L08 -015 Dear Mr. Galloway: Your application for Public Hearing Design Review for development of six duplex units has been found to be incomplete. The City of Tukwila recently adopted an ordinance to allow townhouses as a development type. Prior to submittal of the items that are outstanding for this application, we would like to discuss with you differences and/or implications of review and development of the proposed project as multifamily development versus townhouse development, so that you may discuss this information with your client to determine which standards and design review criteria the City of Tukwila should apply to review of the Vu Duplex proposal. Once you determine which type of development the Vu Duplex will fall under (multifamily vs. townhouse), the following must be submitted to the permit center to make the application complete: a. Dimensioned and scalable building elevations with keyed colors and materials. Show mechanical equipment and/or any proposed screening. b. Colors and materials board. c. A rendering or photo montage showing the project in context. It must accurately show the project and be from a realistic perspective (5 to 6 feet above the sidewalk). d. A 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. Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.104.070(E). H:\Design Review \Vu Duplex Wu Duplex - incomplete.DOC 04/09/2008 9:31 AM 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • 1 If you have any questions with this matter you may call me at (206) 431 -3659. Sincerely, t„, itfritipq Jaimie Reavis Assistant Planner cc. L08 -015 H:\Design Review \Vu Duplex \Vu Duplex - incomplete.DOC 04/09/2008 9:31 AM • • The Talon Group The Talon Group a Division of First American 77t1e Insurance Co. 11400 SE 8th St, Ste 250 Bellevue, WA 98004 TITLE AND SETTLEMENT SERVICES Phn - (425)455 -3400 (800)497 -0123 Fax - (425)455 -9772 To: Washington Home Realty File No.: 1111786 999 N Northlake Way Ste 300 Your Ref No.: 3 & J Investment Seattle, WA 98103 -3422 Associates Attn: John Nguyen Re: Property Address: 3720 S 142nd Street, Tukwila, WA 98168 Supplemental Report 1 of First Commitment Dated: March 12, 2008 at 8:00 A.M. RECEIVED MAR 14 2008 O VELOPMENT Commitment /Preliminary Report No. 1111786 dated as of September 07, 2007 (including any supplements or amendments thereto) relating to the issuance of an American Land Title Association Form Policy is hereby modified and /or supplemented as follows: There has been no change in the title to the property covered by our Commitment/Preliminary Report dated 09/07/2007 at 7:30 a.m. except as noted below: Title is now vested in: Jack Q. Vu, a married man and John D. Nguyen, a married man, all as joint tenants with right of survivship 1. General Taxes for the year 2008. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 161000020503 1st Half Amount Billed: $ 1,295.16 Amount Paid: $ 0.00 Amount Due: $ 1,295.16 Assessed Land Value: $ 120,000.00 Assessed Improvement Value: $ 99,000.00 2nd Half Amount Billed: $ 1,295.15 Amount Paid: $ 0.00 Amount Due: $ 1,295.15 Assessed Land Value: $ 120,000.00 Assessed Improvement Value: $ 99,000.00 Page 1 of 2 Date: March 12, 2008 File No.: 1111786 (TD) 2. Deed of Trust and the terms and conditions thereof. Grantor /Trustor: Grantee /Beneficiary: Trustee: Amount: Recorded: Recording Information: The Talon Group a Division of First American Title Insurance Co. John D. Nguyen and Jack Q. Vu Washington Mutual Bank, FA Rainier Title $178,500.00 January 29, 2008 20080129000408 By: Gayle Douce for Tim Daniels, Title Officer cc: Washington Home Realty Page 2 of 2 RECEIVED MAR 141008 COMMUNITY DEVELOPMENT • • Form No. 14 Guarantee No.: 1111786 Subdivision Guarantee RECEIVED MAR 14 2008 OQMMUNfTY DEVELOPMENT Issued by The Talon Group a Division of First American Tit /e Insurance Co. 11400 SE 8th St, Ste 250, Bellevue, WA 98004 Title Officer: 77m Daniels Phone: (425)455 -3400 FAX: (425)455 -9772 First American Title • • Form No. 14 Guarantee No.: 1111786 Subdivision Guarantee (4- 10-75) Page No.: 1 The Talon Group The Talon Group a Division of First American Title Insurance Co. 11400 SE 8th St, Ste 250 Bellevue, WA 98004 TITLE AND SETTLEMENT SERVICES Phn - (425)455 -3400 (800)497 -0123 Fax - (425)455 -9772 LIABILITY $ 1,000.00 SUBDIVISION GUARANTEE ORDER NO.: 1111786 FEE $ 200.00 TAX $ 17.80 YOUR REF.: J&J Investments Associates First American Title Insurance Company a Corporation, herein called the Company Subject to the Liability Exclusions and Limitations set forth below and in Schedule A. GUARANTEES Washington Home Realty herein called the Assured, against loss not exceeding the liability amount stated above which the Assured shall sustain by reason of any incorrectness in the assurances set forth in Schedule A. LIABILITY EXCLUSIONS AND LIMITATIONS 1. No guarantee is given nor liability assumed with respect to the validity, legal effect or priority of any matter shown therein. 2. The Company's liability hereunder shall be limited to the amount of actual loss sustained by the Assured because of reliance upon the assurance herein set forth, but in no event shall the Company's liability exceed the liability amount set forth above. 3. This Guarantee is restricted to the use of the Assured for the purpose of providing title evidence as may be required when subdividing land pursuant to the provisions of Chapter 58.17, R.C.W., and the local regulations and ordinances adopted pursuant to said statute. It is not to be used as a basis for closing any transaction affecting title to said property. Dated: September 07, 2007 at 7:30 A.M. First American Tide • • Form No. 14 Guarantee No.: 1111786 Subdivision Guarantee (4- 10-75) Page No.: 2 SCHEDULE A The assurances referred to on the face page are: A. Title is vested in: J&J Investment Associates, LLC, a Washington Limited Liability Company B. That according to the Company's title plant records relative to the following described real property (including those records maintained and indexed by name), there are no other documents affecting title to said real property or any porition thereof, other than those shown below under Record Matters. The following matters are excluded from the coverage of this Guarantee: 1. Unpatented Mining Claims, reservations or exceptions in patents or in acts authorizing the issuance thereof. 2. Water rights, claims or title to water. 3. Tax Deeds to the State of Washington. 4. Documents pertaining to mineral estates. DESCRIPTION: LOT 14, BLOCK 2, JAMES CLARKS GARDEN ADDITION, ACCORDING THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 12, IN KING COUNTY, WASHINGTON. APN: 161000020503 First American Title • • Form No. 14 Guarantee No.: 1111786 Subdivision Guarantee (4- 10-75) RECORD MATTERS: Page No.: 3 1. General Taxes for the year 2007. The first half becomes delinquent after April 30th. The second half becomes delinquent after October 31st. Tax Account No.: 161000020503 1st Half Amount Billed: $ 1,026.46 Amount Paid: $ 1,026.46 Amount Due: $ 0.00 Assessed Land Value: $ 75,000.00 Assessed Improvement Value: $ 92,000.00 2nd Half Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: $ $ $ 1,026.46 0.00 1,026.46 75,000.00 92,000.00 INFORMATIONAL NOTES. A. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. First American Tide • • Form No. 14 Guarantee No.: 1111786 Subdivision Guarantee (4- 10-75) Page No.: 4 SCHEDULE OF EXCLUSIONS FROM COVERAGE OF THIS GUARANTEE 1. Except to the extent that specific assurance are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters against the title, whether or not shown by the public records. (b) (1) Taxes or assessments of any taxing authority that levies taxes or assessments on real property; or, (2) Proceedings by a public agency which may result in taxes or assessments, or notices of such proceedings, whether or not the matters excluded under (1) or (2) are shown by the records of the taxing authority or by the public records. (c) (1) Unpatented mining claims; (2) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (3) water rights, claims or title to water, whether or not the matters excluded under (1), (2) or (3) are shown by the public records. 2. Notwithstanding any specific assurances which are provided in Schedule A of this Guarantee, the Company assumes no liability for loss or damage by reason of the following: (a) Defects, liens, encumbrances, adverse claims or other matters affecting the title to any property beyond the lines of the land expressly described in the description set forth in Schedule (A), (C) or in Part 2 of this Guarantee, or title to streets, roads, avenues, lanes, ways or waterways to which such land abuts, or the right to maintain therein vaults, tunnels, ramps, or any structure or improvements; or any rights or easements therein, unless such property, rights or easements are expressly and specifically set forth in said description. (b) Defects, liens, encumbrances, adverse claims or other matters, whether or not shown by the public records; (1) which are created, suffered, assumed or agreed to by one or more of the Assureds; (2) which result in no loss to the Assured; or (3) which do not result in the invalidity or potential invalidity of any judicial or non - judicial proceeding which is within the scope and purpose of the assurances provided. (c) The identity of any party shown or referred to in Schedule A. (d) The validity, legal effect or priority of any matter shown or referred to in this Guarantee. GUARANTEE CONDITIONS AND STIPULATIONS 1. Definition of Terms. The following terms when used in the Guarantee mean: (a) the "Assured ": the party or parties named as the Assured in this Guarantee, or on a supplemental writing executed by the Company. (b) "land ": the land described or referred to in Schedule (A) (C) or in Part 2, and improvements affixed thereto which by law constitute real property. The term "land" does not include any property beyond the lines of the area described or referred to in Schedule (A) (C) or in Part 2, nor any right, title, interest, estate or easement in abutting streets, roads, avenues, alleys, lanes, ways or waterways. (c) "mortgage ": mortgage, deed of trust, trust deed, or other security instrument. (d) "public records" : records established under state statutes at Date of Guarantee for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without knowledge. (e) "date ": the effective date. 2. Notice of Claim to be Given by Assured Claimant. An Assured shall notify the Company promptly in writing in case knowledge shall come to an Assured hereunder of any claim of title or interest which is adverse to the title to the estate or interest, as stated herein, and which might cause Toss or damage for which the Company may be liable by virtue of this Guarantee. If prompt notice shall not be given to the Company, then all liability of the Company shall terminate with regard to the matter or matters for which prompt notice is required; provided, however, that failure to notify the Company shall in no case prejudice the rights of any Assured under this Guarantee unless the Company shall be prejudiced by the failure and then only to the extent of the prejudice. 3. No Duty to Defend or Prosecute. The Company shall have no duty to defend or prosecute any action or proceeding to which the Assured is a party, notwithstanding the nature of any allegation in such action or proceeding. 4. Company's Option to Defend or Prosecute Actions; Duty of Assured Claimant to Cooperate. Even though the Company has no duty to defend or prosecute as set forth in Paragraph 3 above: (a) The Company shall have the right, at its sole option and cost, to institute and prosecute any action or proceeding, interpose a defense, as limited in (b), or to do any other act which in its opinion may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured, or to prevent or reduce loss or damage to the Assured. The Company may take any appropriate action under the terms of this Guarantee, whether or not it shall be liable hereunder, and shall not thereby concede liability or waive any provision of this Guarantee. If the Company shall exercise its rights under this paragraph, it shall do so diligently. (b) If the Company elects to exercise its options as stated in Paragraph 4(a) the Company shall have the right to select counsel of its choice (subject to the right of such Assured to object for reasonable cause) to represent the Assured and shall not be liable for and will not pay the fees of any other counsel, nor will the Company pay any fees, costs or expenses incurred by an Assured in the defense of those causes of action which allege matters not covered by this Guarantee. (c) Whenever the Company shall have brought an action or interposed a defense as permitted by the provisions of this Guarantee, the Company may pursue any litigation to final determination by a court of competent jurisdiction and expressly reserves the right, in its sole discretion, to appeal from an adverse judgment or order. (d) In all cases where this Guarantee permits the Company to prosecute or provide for the defense of any action or proceeding, an Assured shall secure to the Company the right to so prosecute or provide for the defense of any action or proceeding, and all appeals therein, and permit the Company to use, at its option, the name of such Assured for this purpose. Whenever requested by the Company, an Assured, at the Company's expense, shall give the Company all reasonable aid in any action or proceeding, securing evidence, obtaining witnesses, prosecuting or defending the action or lawful act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or interest as stated herein, or to establish the lien rights of the Assured. If the Company is prejudiced by the failure of the Assured to furnish the required cooperation, the Company's obligations to the Assured under the Guarantee shall terminate. 5. Proof of Loss or Damage. In addition to and after the notices required under Section 2 of these Conditions and Stipulations have been provided to the Company, a proof of loss or damage signed and sworn to by the Assured shall be furnished to the Company within ninety (90) days after the Assured shall ascertain the facts giving rise to the loss or damage. The proof of loss or damage shall describe the matters covered by this Guarantee which constitute the basis of loss or damage and shall state, to the extent possible, the basis of calculating the amount of the loss or damage. If the Company is prejudiced by the failure of the Assured to provide the required proof of loss or damage, the Company's obligation to such Assured under the Guarantee shall terminate. In addition, the Assured may reasonably be required to submit to examination under oath by any authorized representative of the Company and shall produce for examination, inspection and copying, at such reasonable times and places as may be designated by any authorized representative of the Company, all records, books, ledgers, checks, correspondence and memoranda, whether bearing a date before or after Date of Guarantee, which reasonably pertain to the loss or damage. Further, if requested by any authorized representative of the Company, the Assured shall grant its permission, in writing, for any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checks, correspondence and memoranda in the custody or control of a third party, which reasonably pertain to the Loss or Damage. All information designated as confidential by the Assured provided to the Company, pursuant to this Section shall not be disclosed to others unless, in the reasonable judgment of the Company, it is necessary in the administration of the claim. Failure of the Assured to submit for examination under oath, produce other reasonably requested information or grant permission to secure reasonably necessary information from third parties as required in the above paragraph, unless prohibited by law or governmental regulation, shall terminate any liability of the Company under this Guarantee to the Assured for that claim. Form No. 1282 (Rev. 12/15/95) First American Title Form No. 14 Guarantee No.: 1111786 Subdivision Guarantee (4- 10-75) 6. Options to Pay or Otherwise Settle Claims: Termination of Liability. In case of a claim under this Guarantee, the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Liability or to Purchase the Indebtedness. The Company shall have the option to pay or settle or compromise for or in the name of the Assured any claim which could result in loss to the Assured within the coverage of this Guarantee, or to pay the full amount of this Guarantee or, if this Guarantee is issued for the benefit of a holder of a mortgage or a lienholder, the Company shall have the option to purchase the indebtedness secured by said mortgage or said lien for the amount owing thereon, together with any costs, reasonable attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of purchase. Such purchase, payment or tender of payment of the full amount of the Guarantee shall terminate all liability of the Company hereunder. In the event after notice of claim has been given to the Company by the Assured the Company offers to purchase said indebtedness, the owner of such indebtedness shall transfer and assign said indebtedness, together with any collateral security, to the Company upon payment of the purchase price. Upon the exercise by the Company of the option provided for in Paragraph (a) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4, and the Guarantee shall be surrendered to the Company for cancellation. (b) To Pay or Otherwise Settle With Parties Other Than the Assured or With the Assured Claimant. To pay or otherwise settle with other parties for or in the name of an Assured claimant any claim Assured against under this Guarantee, together with any costs, attorneys' fees and expenses incurred by the Assured claimant which were authorized by the Company up to the time of payment and which the Company is obligated to pay. Upon the exercise by the Company of the option provided for in Paragraph (b) the Company's obligation to the Assured under this Guarantee for the claimed loss or damage, other than to make the payment required in that paragraph, shall terminate, including any obligation to continue the defense or prosecution of any litigation for which the Company has exercised its options under Paragraph 4. 7. Determination and Extent of Liability. This Guarantee is a contract of Indemnity against actual monetary loss or damage sustained or incurred by the Assured claimant who has suffered loss or damage by reason of reliance upon the assurances set forth in this Guarantee and only to the extent herein described, and subject to the Exclusions From Coverage of This Guarantee. The Liability of the Company under this Guarantee to the Assured shall not exceed the least of: (a) the amount of liability stated in Schedule A or in Part 2; (b) the amount of the unpaid principal indebtedness secured by the mortgage of an Assured mortgagee, as limited or provided under Section 6 of these Conditions and Stipulations or as reduced under Section 9 of these Conditions and Stipulations, at the time the loss or damage Assured against by this Guarantee occurs, together with interest thereon; or (c) the difference between the value of the estate or interest covered hereby as stated herein and the value of the estate or interest subject to any defect, lien or encumbrance Assured against by this Guarantee. 8. Limitation of Liability. (a) If the Company establishes the title, or removes the alleged defect, lien or encumbrance, or cures any other matter Assured against by this Guarantee in a reasonably diligent manner by any method, including litigation and the completion of any appeals therefrom, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused thereby. (b) In the event of any litigation by the Company or with the Company's consent, the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction, and disposition of all appeals therefrom, adverse to the title, as stated herein. Page No.: 5 (c) The Company shall not be liable for loss or damage to any Assured for liability voluntarily assumed by the Assured in settling any claim or suit without the prior written consent of the Company. 9. Reduction of Liability or Termination of Liability. All payments under this Guarantee, except payments made for costs, attomeys' fees and expenses pursuant to Paragraph 4 shall reduce the amount of liability pro tanto. 10. Payment of Loss. (a) No payment shall be made without producing this Guarantee for endorsement of the payment unless the Guarantee has been lost or destroyed, in which case proof of loss or destruction shall be furnished to the satisfaction of the Company. (b) When liability and the extent of loss or damage has been definitely fixed in accordance with these Conditions and Stipulations, the loss or damage shall be payable within thirty (30) days thereafter. 11. Subrogation Upon Payment or Settlement. Whenever the Company shall have settled and paid a claim under this Guarantee, all right of subrogation shall vest in the Company unaffected by any act of the Assured claimant. The Company shall be subrogated to and be entitled to all rights and remedies which the Assured would have had against any person or property in respect to the claim had this Guarantee not been issued. If requested by the Company, the Assured shall transfer to the Company all rights and remedies against any person or property necessary in order to perfect this right of subrogation. The Assured shall permit the Company to sue, compromise or settle in the name of the Assured and to use the name of the Assured in any transaction or litigation involving these rights or remedies. If a payment on account of a claim does not fully cover the loss of the Assured the Company shall be subrogated to all rights and remedies of the Assured after the Assured shall have recovered its principal, interest, and costs of collection. 12. Arbitration. Unless prohibited by applicable law, either the Company or the Assured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbitration Association. Arbitrable matters may include, but are not limited to, any controversy or claim between the Company and the Assured arising out of or relating to this Guarantee, any service of the Company in connection with its issuance or the breach of a Guarantee provision or other obligation. All arbitrable matters when the Amount of Liability is $1,000,000 or less shall be arbitrated at the option of either the Company or the Assured. All arbitrable matters when the amount of liability is in excess of $1,000,000 shall be arbitrated only when agreed to by both the Company and the Assured. The Rules in effect at Date of Guarantee shall be binding upon the parties. The award may include attorneys' fees only if the laws of the state in which the land is located permits a court to award attorneys' fees to a prevailing party. Judgment upon the award rendered by the Arbitrator(s) may be entered in any court having jurisdiction thereof. The law of the situs of the land shall apply to an arbitration under the Title Insurance Arbitration Rules. A copy of the Rules may be obtained from the Company upon request. 13. Liability Limited to This Guarantee; Guarantee Entire Contract. (a) This Guarantee together with all endorsements, if any, attached hereto by the Company is the entire Guarantee and contract between the Assured and the Company. In interpreting any provision of this Guarantee, this Guarantee shall be construed as a whole. (b) Any daim of loss or damage, whether or not based on negligence, or any action asserting such claim, shall be restricted to this Guarantee. (c) No amendment of or endorsement to this Guarantee can be made except by a writing endorsed hereon or attached hereto signed by either the President, a Vice President, the Secretary, an Assistant Secretary, or validating officer or authorized signatory of the Company. 14. Notices, Where Sent. All notices required to be given the Company and any statement in writing required to be furnished the Company shall include the number of this Guarantee and shall be addressed to the Company at 2 First American Way. Bldg. 2, Santa Ana, CA. 92707. Form No. 1282 (Rev. 12/15/95) First American 77t/e • Attachment to Certificate of Water Availability King County Water District No. 125 RECEIVED MAR 14 2008 The following terms and conditions apply to the attached Certificate of Availability ("Certificate') 1. This Certificate of Water Availability Is valid only for the real.property referenced herein for the sole purpose of submission to the_City of Tukwila (achy "). This Certificate Is issued at the request of the City and Is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise; 2. The District makes no representations, expressed or Implied, the applicant will be 'able to obtain the necessary permits, approvals and authorization from the City ar any other applicable land use jurisdiction or govemmentai agency necessary before applicant can utilize the AMY service which Is the subject of this Certificate. 3. As of the date of the issuance of thls Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certffcate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not - constitute the District's guarantee that water utility service wilt be available to the mai property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of Disci utility service to the real property vwhlch is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Agent For Applicant's Signature COMiv►uNi I DEVELOPMENT Date 12 -17 -07 District Representative �Q�{f (.a- QNisent Date i./l-2 /07 05- 16 -'07 09:53 FROG- publicworks /dcd . J• • 4017431SbbS • 1'�1J8 ruiuLllout 1 fYJ CITY OF TUKWILA Community Development Department Permit Center 6300 Southcenter Blvd_, Suite 100 Tukwila, WA 98188 Permit Center /Building Division: 206 - 431 -3670 Public Works Department: 206 - 433 -0179 Planning Division: 206-431-3670 CERTIFICATE OF WATER AVAILABILITY Required only if outside City of Tukwila water district PERMIT NO.: pfgoin") MaR vi t" '�j;i�1.J��.1�,�� '' t 'r A� `4•,' 1 ♦ v :i ( 4 �t, r {� •p'�"ie ^d'.ti ��'a'.��:ij:.��..:. �.. •'I �' 4�.NT:. titj. "P.�{:•.Jt•;a••'e :P"'�b �, i!'$ �• 1. 4+ �h'% �1Y:' 4Z4�':!•' e%''; fC��' �` �iiviFN ..A+t'p�:i�it•s.Y.Yi"JS'4 A%+t ,�a _AS z: i�•.. 7 i�Y'•i +'!n`�7�.1.' ='`f•+ Site address (attach map and legal description showing hydrant location and size of main): See attached sheets. 3 • .5 • 1�•j- S • 9 ' ls= ntb i 'ti'• r1 i- izsi ¢6i'r'i+� 'Y 7.ea 'amm. ' '`:°rammmirsm 'sr'%,q Name: Brian Galloway Name: Jack Vu ••ress:'9805 NE 116th St. Kirkland, WA 98034 Address' 29th Street NEL Puyallup,WA 98372 Phone: (253) 770 -3222 Phone: (206) 861 -2767 This certificate Is for the purposes of: 3 duplex buildings on one parcel of 0.42 acres ❑ Preliminary Plat ❑ Commercial/industrial Building Permit ❑ Rezone ® Residential Building Permit ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): 6 conne c t ions to 1" main . Vehicular distance from nearest hydrant to the closest point of structure Is 25 ft. Area Is served by (Water Utility District): King County Water District 11125 Owner /Agent Signature a .>•y� y1'' ;,ifaf�.,- �. o, ►.tom � � .�.:r� 1. The proposed project is within 2. �v p improvements required. 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: u }�1 / 1 Date - 3-0/ ,�' 'y�,• i1 y rti�:' iK (City /County) (Use separate sheet if mom room is needed) 4. Based upon the improvements listed above. water can be provided and will be available at the site with a flow of 1. 3 3 (Q at 20 psi residual for a duration of 2 hours at a velocity of 11 fps as documented by the attached calculations. 5. Water availability: cceptable service can be provided to this project Acceptable service cannot be provided to this project unless the improvements in Item B -2 are met. E] System Is not capable of providing service to this project. 9Pm I hereby certify that the above information Is true and correct. 4..246-1—ER $T. Y1�L�..%ac.��/� 2---11--e37 By Date ,,p; ems (/ z , y of Agency�P'hone 2-0G— 2.-4-1 z.-c? 54/7 1applioattons' Nater availability (7 -2003) Printed: 9 -16.03 4N',t7�R KIIC A'TrOWARD,A-.. 00,1, I�.,. �;l ` i7" • • 14816 Military Road South P.O. Box 69550 Tukwila, WA 98168 Phone: (206) 242 -3236 Fax: (206) 242 -1527 RECEIVED MR 1 d 2008 Cu • DEVEL0144kAT CERTIFICATE OF SEWER AVAILABILITY /NON- AVAILABILITY Residential: $50 Commercial: $100 0 ertificate of Sewer Availability OR ❑ Certificate of Sewer Non - Availability Part A: (To Be Completed Purpose o ertificate: Building Permit Cl Short Subdivision by Applicant) ❑ Preliminary Plat or PUD ❑ Other LI Rezone Proposed Use: ❑ Residential Single Family esidential Multi - Family ❑ Commercial ❑ Other Applicants Name: (� ,A vA Phone: 20(40 Fo f -z-lei Property Address or Approximate Location: Tax Lot Number: "120 G !`iln 9)-. olgite Si 1(,0 1 0 DIP) 2-OS- Legal Description(Attach Map and Legal Description if necessary): GL' G` �. Part B: (To Be Completed by Sewer Agency) 1. ta a. Sewer Service 0 will be provided by side sewer connection only to an existing 6 11 size sewer 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: LI (1) feet of sewer trunk or lateral to reach the site; and /or ❑ (2) the ❑ (3) other construction of a collection system on the site; and /or (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. IA 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: $ / [O w! uc.///cY a. District Connection Char es due prior to connection: GFC: $ Igo SFC: $ 304/C— UNIT: $ TOTAL: $ (Subject to Change on January 1st) King County /METRO Capacity Charge: Currently, $5195.65 /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: ❑ Required 1l May be Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year fy6? the date of signature. Title bl 1V/7/ Date • ATTACHMENT TO VAL VUE SEWER DISTRICT 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 whether 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. I acknowledge that I have received the Certificate ofSewerAvailability /Non - Availability and this Attachment, and fully understand the terms and conditions herein. Applicant's Signature Parcel Map and Data 1523049055 • 152300166 670000006 I 767o00Dd25 ( 16ia00Dd45 7610000d56li „_L l 7610000035 1610000055 , S14 TSr I J _.....„ 161 0000066 1 67000 87 f b70000 95 1610000115 1610000110 I 1610000086 1523044110 zc 1523049288 1522049287 167aDaa12s 1810000205,E 1610000190 161000021 - 16100D0216 16700007,95 1610000156 Tukwila 161000018`6 7610000150 sT 1670000140 1523049083 1523049081 1523049714 3 o $T {Cy 2006 IGng County 1610000225 1610000227 1610000255 1610000265 610000295 1610000325 1610000270 1 - 152319071 0 ®5871 7 Parcel Number Address Zipcode Taxpayer 1610000205 3720 S 142ND ST 98168 J & J INVESTMENT ASSOCIATES VS. Date STATE OF WASHINGTON • • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY RECEIVED 'MAR 1-.4 2008 COMMUNITY DEVELOPMENT ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engine, or other represe4atives the right to enter upon Owner's real property, located at 2.720 1112^a S 7 W/ jA 9:g/ Cg for the purpose of application review, for the limited time necessary to complete that pu{pose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. f ,� / /� EXECUTED at 4 r/ &f (city), t�V 4- (state), on .� a� %/ 24a , Jac Q V Gt. (Print q)os- — NE � IGA *i- P� B # 73 ( (Address) (Phone Number) (Signature) On this day personally appeared before me L , ' Q l.J lti to me known to be the individual who executed the foregoing instrument and acknowledged tha he signed the same is r voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON 1S (Dy DAY OF j A4/L� A-Y1 i� , 20 zC� `,.NN\\\k�,t 4'A /ct t� ``�%� ��o �� 1 I I NOTARY PUBLIC in and for th S to of Washington = =�o ( residing at 6'ug ,a��,i I ��SS1o''',, t/ �4 /My Commission expires on -('�- zoo ctl _ , • ' .: 1, i 2'9. % J ' ;/9 Q0 -08 11111 fr Wt9� 1 CITY OF TUKWILA Public Works DepartmeillI Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 cl.tukwila. wa.us Permit No. — Ti Project No. (For office use only) APR O 3 200 TRAFFIC CONCURRENCY CERTIFICATE APPLICATION Applications and plans must be complete in order to be accepted for plan review. COPd:nt+JtV`T' Applications will not be accepted through the mail or by fax. * *Please Print ** LZHa..C.Pt' i;,T SITE LOCATION King Co. Assessor's Tax No.: 1610000205 Site Address: 3720 S. 142nd Street, Tukwila Tenant Name: N/A Property Owners Name: J &J Investment Associates Suite Number: N/A Mailing Address: 9805 NE 116th Street, PMB 7317, _ _.___.,.c.Kirkland aiy Type of Existing Use: Residential Is existing building vacant? NO WA 98034 State Size of Existing Use: 2 bedroom, 1 bath For how long? N /A Zip CONTACT PERSON - Who do we contact when your concurrency certificate is ready to be issued Name: Brian Galloway, NPC Engineers Mailing Address: 413 29th St, NE, Suite C E-Mail Address: bgalloway @npcengineers . com Day Telephone: 253-770-3222 Puyallup WA City State Fax Number: 253-770-0522 98372 Zip Scope of Work (please provide detailed information): 3 new duplex buildings on public sewer and water with associated site development. Type of work: ® New ❑ Addition ❑ Change of use Type of Proposed Use: Residential — duplex ❑ Remodel ❑ Tenant Improvement Size of Proposed Use: 3 new duplex buildings IPERMIT APPLICATION NOTES - Expiration — The concurrency test notice shall expire 90 days after issuance unless the applicant submits a SEPA or other documentation pursuant to TMC 21.04. If the submittal is made within 90 days, the test notice shall be valid for one calendar year from the date of issuance of the notice. Once the associated development permit or building permit is approved, the final concurrency certificate shall be valid for 2 years or as long as the developer possesses a valid building permit for the development. Extensions may be granted in accordance with TMC 9.50. Transferability — A certificate of concurrency is not transferable to other land, but may be transferred to new owners of the original land. A certificate of concurrency shall apply only to the specific land use, density, and intensity described in the application for a development permit or building permit. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. PROPERTY OWNER OR AUTHORIZED AGENT: Signature: Print Name: Brian Galloway /NPC Engineers Mailing Address: 413 29th Street NE, Suite C Date: 4/ 3Jc Day Telephone: 253-770-3222 Puyallup City WA 98372 State Zip IDate Application Accepted: Date Application Expires: Staff Initials: PACyndKoncurrency & Impact Fce\Trattic Concurrency Application 3.28.07.doc Page 1 of 2 Vu Duplex — proposed Parcel No. 1610000205 Project Consistency with Decision Criteria PROPOSAL RECEIVED MAR 14 2008 COMMUNiTY DEVELOPMENT Three (3) new duplex structures on a parcel measuring nearly 1.5 acres, in an MDR zoning district. SITE PLANNING The project site is surrounded on all sides by commercial and multi - family development. There are no sensitive areas or significant natural features on the site or in the vicinity. This proposed development has been designed with the surrounding land uses in mind, and is both compatible and harmonious with those uses. All City code requirements will be met to produce a quality development. BUILDING DESIGN Architectural plans have been submitted with this application. There will be no `flat' or monotonous planes on any of the three proposed structures. Instead, the finished structures will present a variety of planes and surfaces. None of the structures will exceed 30 feet in height, per Tukwila Code requirements. The principal exterior building materials used will be typical of residential development, while being chosen specifically to blend in with existing development in the near vicinity. LANDSCAPE AND SITE TREATMENT A landscape plan has been prepared by a licensed landscape architect, and included with this proposal. As required by City Code, the landscaping will consist of trees, shrubs and living groundcover. The proposal is not located within a sensitive area. For the most part, the site is flat. Any natural features to be preserved are shown on the signed, stamped landscape plans. March 2008 CITY OF TUKWILA Department of Community Development • • 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan @ci.tukwila.wa.us RECEIVED APR 0 3 20o8 PUBLIC HEARING DESIGN REVIEW APPLICATION FOR STAFF USE ONLY Permits Plus Type P-DR Planner: :aim, geg,vt 3 File Number: L0 - 0 1 c Application Complete (Date: r0/ )Dg ) Project File Number: Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: Vu Duplex LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 3720 S. 142nd Street, Tukwila LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1610000205 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner /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: Brian Galloway, NPC Engineers Address:413 291.1 Street NE, Suite C, Puyallup, WA 98372 Phone: (253) 770 -3222 FAX: (253) 770 -0522 E -mail: bgalloway @npcengi`/neers.com Signature: Date: 4/3/0 P: \Planning Forms\ Applications \2007 Applications\ BARApp- 12- 07.doc December 5, 2007 86' PROPERTY LINE 3NI1 A1213d021d A 800113 Oddfl JS d0013 NI` IN AS .PARKING pitman ; PARKING PARKING 86' j, °ROPERTY LINE-R-4 7' -6" GRAVEL SHOULDER N 0 m r m 10' -6" TO THE CENTER OF 142ND ST. RECEIVED 'JUN 2 7 2008 COMMUNITY DEVELOPMENT Es- EC I PROPOSED1TOWNHOMES zda;azar SED ITOWNHOMES L--------- ----------------------- -- - ----- — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - J 211' PROPERTY LINE a 44111iiii£iklgrbb., �E €11�#��a1f�;�i�� #t�1llrh_ •; a:>:; f�:;:: 3•-:= a;::_,. n:::; 7n;: :::5::as;:l;>c>;1t•z-e <::!:v5;z EENSESE EMI= EINKSSEENS MENNE NNIMaE MENNE INNEENIE 111111 11111 ill ..�VIII' I I i�°'" rse .._ ..., 'VIII I I I I I8s13$n + 1�86, _ AiEsEgz 1 a53 F4ffi.�P 2"iffi$bi �4ffiQ�� ffiffiS ffiQ 4ffiiffi Affia� . _i I. -,� / ` / ` r .enF' ' =dsfa., •••■ ■• •• ■••■ ■••■ ME IBM MIER •11 11 SE EINE TOWNHOUSE WEST ELEVATION SCALE: 1/8 = 1' -0" .01118112Willibm. 1 ROS. bamlBrrCLm ;%maab�:mrabkni9Y %nam;Ew<a<am: �abam. , aiwc:asaxm:im•aom ;map >aa>wxaxmx,axaxavim•aoaa:w ENE 11 EMMWN' V WAN AiMMEMS EME NNE ESSNIS EFAE NNE INN NNE MEN MN W 11 ::11 TOWNHOUSE EAST ELEVATION ION SCALE 1/8 = 1` —Da f -tom ;;;�r:::;>:::•:..... TOWNHOUSE NORTH/ H/ T uv/NHOUSE JiiU I H ELEVATION SCALE 1/8 = Notes: Job: Type: RECEIVED ,JUN 2 7 2008 COMMUNITti uEVELOPMENT GARDCO LIGHTING GULLWING G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction. The housing is one - piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The multifaceted =- image duplicating optical systems provide IES Types I, II, III, IV and V distributions. The door frame is single -piece diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. CUTOFF PERFORMANCE: Flat glass lens luminaires provide full cutoff performance. Sag Lens luminaires provide cutoff performance. ORDERING PREFIX CONFIGURATION H DISTRIBUTION WATTAGE VOLTAGE FINISH Enter the order code into the appropriate box above. Note: Gardco reserves the right to refuse a configuration. Not all combinations and configurations are valid. Refer to notes below for exclusions and limitations. For questions or concerns, please consult the factory. PREFIX G18 18° Gullwing Luminaire DISTRIBUTION 1 2XL 3XL 4XL Q MTS Type I, Horizontal Lamp (N/A above 400w) Type II, Horizontal Lamp Type III, Horizontal Lamp Type IV, Horizontal Lamp Type V, Horizontal Lamp (N/A above 400w) Medium Throw with Solite Lens (Fluorescent only) VOLTAGE 120 208 240 277 347 480 UNIV10 FINISH BRP Bronze Paint BLP Black Paint WP White Paint NP Natural Aluminum Paint OC Optional Color Paint Specify R4L designation as shown ex: OC-RAL7024. SC Special Color Paint Specify. Must supply color chip. OPTIONS CONFIGURATION 1 2 2 @90 3 Single Assembly Twin Assembly Twin Assembly at 90° Triple at 90° 3@120 Triple at 120° Not available with PTF Option. 4 Quad Assembly W Wall Mount, Recessed J -Box WS Wall Mount, Surface Conduit WATTAGE 100MH' 150MH3 175MH 250MH 400MH' 1000MH2•B 250PSMH' 320PSMH' 5 350PSMH' 400PSMH' ° 750PSMH2.7 875PSMH2 1000PSMH2B 1. Requires E2843T28Iamp. 2. Furnished with sag glass lens only. 3. Venture mogul base lamps required. 4. M138 or M153. 5. M132 or M154. 6. M135orM155. 7. M149 only. Requires MS750/PS/ GU-NOR/8737 lamp. MH PSMH HPS CF Metal Halide Pulse Start Metal Halide High Pressure Sodium Compact Fluorescent 150HPS 250H PS 400HPS 600H PS 750H PS' Notes 8 and 9: MTS Optics Onty (2)60CF'°•" (2)85CF10." (2)120CF101 10. G18 fluorescent ballasts accept 120V through 277V. Specify'UNIV' for voltage. Starting temperature is -22° F /30° C. 11. Not available 347V or 480V. For 1000 Watt Metal Halide, use: Brand Product Code Catalog Number Venture 53702 MS1000W/HORBT37/3K G.E. 18205 MVR1000/U/BT37 Venture 15332 MH1000W/UBT37 For 1000 Watt Pulse Start, use: Brand Product Code Catalog Number G.E. 10389 MVR1000/U/BT37/PA Venture 49111 MS1000W/HOR/r25/PS WARNING: Use of other lamps voids warranty. OPTIONS F Fusing In Head N/A with 750w and 1000w. LF In- Line /In -Pole Fusing PC Photocontrol and Receptacle N/A with 480V. PCR Photocontrol Receptacle only POLY Polycarbonate Sag Lens (250w max.) HS Internal Houseside Shield OS Quartz Standby (400w max.) QST Quartz Standby -Timed Delay (400wmaxi SG Sag Glass Lens In lieu of flat glass. Supplied standard with 750w and l000w. RPA1 3° Round Pole Adapter Required for 3 O.D. round or tapered round poles where top O.D. is less than 4'. RPA2 PTF212 PTF312 PTF412 SQPTF TR113 TR213 MF 4° and 5° Round Pole Adapter Required for 4° -5• OD round poles. Pole Top Fitter - 2 3/8° - 3° Dia. Tenon Pole Top Fitter - 3° - 3 1/2° Dia. Tenon Pole Top Fitter - 3 1/2° - 4° Dia. Tenon 12. PTF n/a with 120° mounting configurations. Square Pole Top Fitter Single Transition Twin Transition 13. Mounts to a 2.3/8' Top Tenon. Specify a pole with 4.50' O.D. fora smooth transition. Mast Arm Fitter Slips over a standard 2 -3/8' davit arm. Gardco Lighting 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 www.sltellghting.com ® Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. The 4X optical system is protected by U.S. patent number 5690422. 7911545/0608 Gardco Lighting is a Philips group brand PHILIPS GULLWNG • gaz G18 AREA LUMINAIRES LIGHTING SPECIFICATIONS GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction. The housing is one - piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The multifaceted arc -image duplicating optical systems provide IES Types I, II, III, IV and V distributions. The door frame is single - piece diecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. HOUSING: A one -piece diecast aluminum housing mounts direct- ly to a pole or wall without the need for a support arm. The low profile rounded form reduces the effective projected area of the luminaire to only 1.2 ft2/.11 m2. LENS ASSEMBLY: A single -piece diecast aluminum lens frame hinges down from the housing and is secured by a stainless steel lanyard and hinge pin. An optically clear, heat and impact resistant tempered flat glass lens is mechanically secured with eight retainers. The electrical and optical chambers are thoroughly sealed with a one -piece memory retentive hollow -core EPDM gasket to prevent intrusion by moisture, dust, and insects. OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has been electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designed to produce IES Types I (1), II (2XL), III (3XL), IV (4XL), and V (Q). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated screw shell. Position - oriented mogul base sockets to accept high output horizontal metal halide lamps are supplied standard. Fluorescent luminaires use a Medium Throw refledor with a Solite® glass lers (MIS). ELECTRICAL: All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to -20 °F / -29 °C. Standard fluorescent ballasts are solid state. FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal isocyanurate (TGIC) textured polyester powdercoat finish. Standard colors include bronze (BRP), black (BLP), white (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All luminaires bear UL or CUL (where applicable) Wet Location labels. FULL CUTOFF PERFORMANCE: Full cutoff performance means a luminaire distribution where zero candela intensity occurs al an angle of 90° above nadir. Additionally, the candela per 1000 Iamp lumens does not numerically exceed 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire. CUTOFF PERFORMANCE: Cutoff performance means a luminaire disbbution where the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle at or above 90° above nadir, and 100 (10 percent) at a vertical angle of 80° above nadir. This applies to all lateral angles around the luminaire. DIMENSIONS 31 1/2" 80.01 cm 18" 45.72 cm 1. 6 1/2" 16.66 cm 11 1/2" 29.21 cm EPA 1 1.2 ft2 .11 m° 2 2.4 ft2 .22 m° 3.2 ft2 .30 m" Gardco Lighting 1611 Clovis Barker Road San Marcos, TX 78666 (800) 227 -0758 (512) 753 -1000 FAX: (512) 753 -7855 www.sitelighting.com ® Copyright 2008 Philips Group. All Rights Reserved. International Copyright Secured. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the companys continuing product improvement program. The 4X optical system is protected by U.S. patent number 5690422. 79115-85/0608 Gardco Lighting is a Philips group brand PHILIPS LOT 2 BLY 2 JAMES CLARKS GARDEN ADDITION VOL . 13 P0. 12 LOT IS SLY 2, JANES CLARKS GARN At VOL. DE 13 P0. DI 12 IO RAMP VU DUPLEXES LOT 3 BL}; ?, JANES CLARKS GARDEN ADDITION VOL. 13 PG. 12 8 8•61•06' E 8800' ElliiIMMIEMMIMMinimaimage EDGE OF EXISTING PAVEMENT (TIP.) EDGE OF DOSING PAVEMENT (TTP.5 PROPOSED PAVEMEN _ EXISTING CENTI4G)N_ _ Sa_ 142ND ST. T LOT 4 SLY 2, JANES CLARKS GARDEN ADDITION VOL. 13 PG. 12 ___J r PARCEL A TURECANO. 990E 52375 97 PROPOSED V PROPOSED CURB & GUTTER PAP.CEL B TU REC ANOP 914900.41L09283-705097 9041 2375 97 GRAPHIC SCALE O 10 20 40 7 Inch c 20 /eel Legend (NOM: M awrw may rot appear on ammo) m t9 Proposed Sanitary Sewer Manhole Existing Sonitory Sewer Monhole Proposed Storm Drain Monhole Existing Storm Drain Manhole Proposed aeonout Existing Cleanoul Proposed Water Meter Existing Water Meter Proposed Water Valve Existing Water Valve Proposed Fire Hydrant Existing Fire Hydrant Proposed Catch Basin (type I) Existing Catch Basin (type Q Proposed Yard Drain Existing Yard Drain Proposed Catch Basin (type II) Existing Catch Basin (type R) Power Pole Power Pole w /guy Light Pole Proposed Boundary Line Existing Property Une Proposed Sonitory Sewer Une Existing Sanitary Sewer Line Proposed storm wain Line Existing Storm Drain Une Proposed Woterline Existing Waterline Proposed Goa Une Existing Gas Une Proposed Power Line Existing Power Una Proposed Telephone Line Existing Telephone Line Grading Ridge Line Finish Contour Exist. Contour Stream or Ditch Flow4ne Fence Filter Fabric Fence (Silt Fence) Clearing Limits Monument Reba, & Cop Section Comer Existing Asphalt Proposed Asphalt Concrete B uilding or Structure Gravel _5- — SO— __G — — - R - — 90-- EOGt Of E>9FIlN4 PAVEMENT (TYP.) CONSULTANTS TURN 0. VU D.O. FAMILY LLC 710 6TH AVE. 5. /1990 SEATTLE, WASHINGTON 98104 ENGINEER NORTHERN PACIFIC CONSULTING ENGINEERS 413 29TH STREET NE. SUITE C PUYALLUP. WA 98372 OFFICE (253) 770 -3222 CONTACT: BRANDON MCDOWELL 5.115302035 NORTHERN PACIFIC CONSULTING ENGINEERS 413 29TH STREET NE, SUITE C PUYALLUP. WA 98372 OFFICE (253) 770 -3222 CONTACT: RICK BONO . x12715. N I 1 mss. m I j v • 1L ., y' - . 11 11 1S 141st:$ ti'1 b' a. � try I't . fi c it ._ ! s NVICNTY MAP TO SCALE LEGAL DESCRIPTION LOT 4, BLOCK 2. JAMES CLARKS GARDEN ADDITION. ACCORDING TO THE PLAT THEREOF. RECORDED IN VOLUME 13 OF PLATS. PAGE 12, IN KING COUNTY. WASHINGTON. VERTICAL DATUM VERTICAL DATUM: NAV088 BASED UPON COY OF SEATTLE VERTICAL CONTROL POINT 93V -902, ELEVATK)N =287.900'. HORIZONTAL DATUM HORIZONTAL DATUM: NAL, 89/91 BASED UPON COY OF SEATTLE CONTROL POINTS 939 -903 AND 93H -902. BASIS OF BEARINGS BASIS OF BEARING - NORTH 8739'50" WEST CITY OF SEATTLE CONTROL POINTS 93H -903 AN0 9314-902. NOTES: LEGAL DESCRIPTION, AN0 EASEMENTS BASED ON SUBOMSION GUARANTEE PREPARED BY FIRST AMERICAN TILE INSURANCE COMPANY, ORDER NO. 1111786, DATED SEPTEMBER 7, 2007. SURVEY PERFORMED BY TRAVERSE AND RADIAL SURVEY METHODS USING A 3 SECOND TOTAL STATION. AND BY RTK CPS. SURVEY MEETS OR EXCEEDS ACCURACY REQUIREMENTS CONTAINED IN WAC 332- 130 -090. UNDERGROUND MUTES SHOWN BASED ON VISIBLE SURFACE EVIDENCE. NOT ALL UNDERGROUND UTILITIES NAY BE SHOWN. PRIOR TO CONSTRUCTION. CONTACT 1- 800 -454 -5555 FOR VERIFICATION OF UNDERGROUND UT0,114 LOCATIONS. REFERENCES (01) RECORD OF SURVEY RECORDED UNDER RECORDING NO. 20011029900014. KING COUNTY, WASHINGTON. (R2) CITY OF TUKWILA SHORT PLAT N0. L98 -0097, UNDER RECORDING N0. 9904152375, KING COUNTY, WASHINGTON. (P) PUT OF JAMES DARKS GARDEN ADDITION. VOL 13 OF PUTS. PAGE 12. KING COUNTY, WASHINGTON. PROJECT SPECIFIC INFORMATION PROPOSED LAND USE: SITE ADDRESS: PARCEL NUMBER: NUMBER OF OWEWNG LINTS: ZOMNG: COMPREHENSIVE PLAN: BULDING SETBACKS: FRONT: SIDE: REAR: MIN. MOTH RESIDENTIAL MULTI - FAMILY 3720 5 142ND 5T 1610000205 6 MEDIUM DENSITY RESIDENTIAL MEDIUM DENSITY RESIDENTIAL 15' 10' 10' 60' MAX' BUILDING HEIGHT 30' PARKING SPACES PER DWEWNG UNIT 2 GROSS ACREAGE: 0.42 AC APPROXIMATE AREA OF SMALLEST BULDING: 2.145 5F SOU CE OF DOMESTIC WATER: KING COUNTY WATER DIST. 125 S0 CE OF DISPOSAL SYSTEM: VAL-WE SEWER DIST. STO DRAINAGE 5y1[1.1: CITY OF TUKWILA 801E FOR BLAMING DIMENSIONS AND DETAILED SITE PLAN, 861(0 TO ARCNITEOURAL PLANS TABLE OF CONTENTS SHEET 1 PRELIMINARY SITE PLAN SHEET 2 PRELIMINARY MSC SHEET 3 PRELIMINARY GRADING PUN SHEET 4 PRELIMINARY SHEET 5 NOTES ED CALL TWO WORKING DAY R 14 2008 1- 800 -424 -5BEFORE YOU DIG 55 MUMS UNDERGROUND LOGTXN CENTER ORAGEOR VU DUPLEXES Z Q CC N a CITY OF TUKWILA, WASHINGTON 1yZ7 ' IA zg t le1 c.) g€ N aa& 0 M 0 O 10 W r (/) C O Z 03 0 -3 O O J %K IN NON./ 12' TNT OF e 140 51 POW -- 58751'05-EE -- - - -_- 90'05'15' (R1: HELD 909i0G" 02) r L r- LOT 2 B1)0: 2 MES CLARP:S ARDEJAN ADO!TION '101. 13 PG. 12 RELOCATE AND AllOST COSTING FENCE 4EARPM LABS I VU DUPLEXE, --II -- 0 • LOT 3 BLF: 2, JAMES GLARES GARDEN ADDITION V01. 13 PG. 12 INK F TICE OP. L9 VA FROM 0.0' TO 04'09). LOT 4 OLF: 2 JAMES CLARKS GARDEN ADDITION VOL. 13 PG. 12 END. TACK IN LEAD W ASHER MKT., 155012. ON TOP OE GONG FENCE POST. 5 0.20' 2 W 007 FROM CA1CD GRAPHIC SCALE 0 10 20 40 1 Inch = 20 feel AS PER KING COUNTY ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R -0 -W PRIOR TO INSTALLATION OF TH CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER KING COUNTY ROAD STANDARDS 4' -8" QUARRY SPALLS GEOTEKTILE 12' MIN. THICKNESS STABILIZED CONSTRUCTION ENTRANCE PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA 'SILT FENCE (1W.) •r • HOGVARE (POUR CONDITC24) 5 CHAINUNK FENCE DST OM W PROF TN. VARIE FRG. 09'(6) 10 7.4'(W). LOT 15 SLY 2, JAMES CLAP.KS 0 vz EH3ADDITION 7.i GATE APARTMENT 9150 CRFI RIM -30E'9 '2'MP MBE.T0528 TEMPORARY C11RA4l7CTION ENTRANCE PAD CONC 0W+ }•• / tify 4 NOTE .4•� ALL IE705TING DRIVEWAYS. STRUCTURES. ti AN0 urunts ON SITE ARE TO BE REMOVED OR RELOCATED. CONTRACTOR ID FssAR WILA. ,WA SEWER, POWER MID OTHER UTWTVAGENCIES�Y PRIOR TO BEGIN Dolour! I 'fl J r PARCEL A TUKVILA SP NO. L9B -0097 REC. N0. 9904152375 LIMITS (712.) OLT FENCE (TIP.) FND R£BAR W CAP MK'0 '28206 RIO 501,'. 5 0 '6' & CBbi W. 0.01' FROM 2ALC'D 3 RIM= 303.20 2 M2 W85E -300 70 7' 00GYIIR- FENCE DST. ROM •. LN VARIES FRC4 02(W) '0 1 2')9) - -4' HOCWIRE F =RIM- 306 42 12 MP W. 304 32 12 -MP 6-303.82 B-MP 00 =30412 - -II EDGE GE ASPHAI: '0700(1) S87S205'E_-- -_ -_ -_ = EDGE OF ASPHALT, D. REBAR & CAF MK'O AAROE RL5 50'2, 5. C.02 & y D 24' FROV CALC'5. 2944 Rw.30097 PARCEL B TUKREC. WILA N0. SP. 8904 52375 97 REV 0110171 SLOE W RO TIMOR ROW PROMO SLOB 4V44 Iw 1 TO WNN LELTDENCT 17.13611111 SPLLITAT SEDIMENT POND •�' NOT TO SCALE OCR: OT WOOL WT TIMED T cola _-+ OT Iu11114aIMD F1C1W N l&LF 1Y.PVC 00.55K 0L501ARFE TO O(. CB - - --I- - - is_-= = =Ls= - JOO.NK1 - - - - - S.114'2ND ST. - - -' - -- - L --o-_- COWELVICE. OMR 41 lEvEt WOW. 11 =u =11> =11 -11 I =1 II.II}` RISER PWE (PRINCIPAL SPILUNAY) OPO1 AT TOP WM1 TRASH ROCK ` PER FIG 4.4.46\ (SEE DOWERING (SEE REED OET/NU - II:I`Ft ILI._ ' '7mllnC• 11= 11= 11.F:i11 =� 11 -R NN -n1� a =- a =u =n 1 IP -- II 11 =1 : =11 =11 =11 01: == j15 /6 29-301 '2 CONC w =3)01' 22'•OE i -W9.9799 MERGDICI 91 SPILLWAY NOT TO SCALE U■NTS IN FLTER FABRIC SHALL BE SPLICED AT POSTS USE STAPLES. WIRE RINGS, OR EOUCGLENL TD ATTACH FABRIC TO POSTS. 11 =z" 11 ° II-II-II-II-11 n II-11- r IF WIC. / POST SPACING MAY BE INCREASED TO e' IF WIRE BACKING 6 USED NOTE FILTER FABRIC FENCES SMALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE SILT FENCE YY2' BY 14 Ga. WIRE DR EQUIVALENT, IF STANDARD STREWTH FABRIC USED FILTER FABRIC MINIMUM 4'1/4' TRENCH BACIOA6 TRENCH WITH NATIVE SOIL OR 3/4' -I.5' WASHED GRAVEL 2'14' WOOD POST5, STEEL FENCE POSTS, REBAR, OR EQUIVALENT INTERCEPTOR DIKE NOT TO SCALE 2:1 54.0446 CHECK DAMS NOT TO SCALE -- - - -CATCH BASIN INSERT - - 4 NOT TO SOME IF IN. WITH EMBANKMENT COMPACTED 958. PEFMOUS MATERIALS SUCH AS GRAVEL OR 01111 SAND SHALL NOT BE USED. WIRE-BACKED SILT FENCE, STOOD HAYBNES WRAPPED MIN FLTER FABRIC OR EDUNAENT CINDER DEWATERWG CRIME 0601ARCE TO STABILIZW CONVEYANCE OUTLET OR (SEE LEVEL SPREADER TEMPORARY SEDIMENT POND CROSS SECTION NOT TO SCALE CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 NOTE THIS DETAIL S ONLY SCHEMATIC. ANY INSERT S ALLOWED THAT NA3 A MO. 0.3 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW. AND GIN BE EASILY WI/RAINED. PERFORATED POLYETN1FNE DRAINAGE IUBOG, DINKIER MIN. 2' URGER THAN D EWATETOND ORIFICE TUBING SHALL COMPLY WITH A5TM F067 AND AASNTD 4294. E CAP PROVIDE ADEQUATE STRAPPING 3.5' MIN. RECEIVED MAR 14 2OOB 1 DEWAITRING ORIFICE. SCHEDULE 40 STEEL STUB MN. DIAMETER AS PER CALCULATIONS 10' MIN. RISER DETAIL I-- 30 ---I ALTERNATIVELY. METAL STAKES AND WIRE MAY BE USED TO PREVENT FLOTATON NOT TO SCALE E VU DUPLEXES CITY OF TUKWILA, WASHINGTON 2 y 81 m 0 0 cri m I0 0 0 0 g V o 32 • W U P i O I 0 Z 03 0 O O J LOT 2 RV 2, JAMES CLARKS GARDEN ADDITION VOL. 13 PG. 12 LOT 3 CLARKS 2, JAMES LLAR GARDEN ADDITION VOL. 13 PG. 12 LOT 4 ELK 2, JAMES CLARKS GARDEN ADDITION VOL. 13 PG. 12 GRAPHIC SCALE PARCEL A TUKWLLA SP HO. L9B -0097 R£C. N0. 9906152375 LOT 15 BLV 2, JAMES CLARKS GARDE VOL.N3APGITION PARCEL B TUK SP. L REC. WiLA H0. 9904152375 N0. 98 -0097 1 Inch = 20 feel - .a nen. ear not ...in on .e+a) Proposed Sanitary Sewer Manhole E=ating Sanitary Sewer Manhole Proposed Stone Droin Manhole Existing Storm Drain Manhole Proposed 0eanout Existing 0eanoul Proposed Water Meter Existing Water Meter Proposed Water Valve Existing Water Valve Proposed Fire Hydrant Existing Fin Hydrant Proposed Cotcti Basin (type I) Existing Catch Basin (type I) Proposed Yard Droin Existing Yard Drain Proposed Catch Basin (type II) Existing Catch Basin (type II) Power Pole Power Pole w /guy Light Pole Proposed Boundary line Existing Property Lire — — — Proposed Sanitary Sewer Una —5— Existing Sanitary Sower Une - --5- -- Proposed Stone Droin Line —SD— Existing Slone Drain Une = W-5D -- Proposed Waterline — Existing Waterine Proposed Gas line Existing Gas Une - --0- -- Proposed Power line —P— Existing Pow Une Proposed Telephone Une —T— Existing Telephone Une - - -T - -- Grodtn0 Stage Line —R— Finish Contour —00— Exist. Contour Stream or ar Diteh *airline Fence Hier Fabric Fence (Sit Fence) Clearing Limits — Monu ent Reber R Cap Section Comer 4. SEE OCTAL ON MSS SHEET FOR PAVEMENT SEDDON OLSICN. u STORM SYSTEM TO BE APPROVED BY arc ENGINEER PRIVATE DRIVEWAY SECTION i i F #3 BAR Fi701 CORNER L LOT 2 BLK 2, JANES CLARKS ,RODE 4 ADDITION LOT 1S BLK 2, JAMES CLARKS GARDEN ADDITION VOL. 13 PG. 12 MEET TO TANK E -300.43 12 LF IY PVC 6.41* 01J1IET FROM TANK E -300.43 5 LF 1YPVC VU DUPLEXES LOT 3 BLK 2 JANES CLARKS GARDEN ADDITION VOL. 13 \ CIE/ 1, TYPE 1 \ RN CATCH BASIN 015FRTd SEE DETAIL BELOW RW -3060 I E-3m.20 I FLOW 8E51R1CTCR RO -30660 E ■300.43 LOT 6 BLK 2, JAMES CLARKS GARDEN ADDITION VOL. 13 PG. 12 OVERFLOW ELEV. TO PROVIDE OE1041104 41 OIL SEPARATION PER PLANS GRAPHIC SCALE 0 (0 20 40 SLIER WYE r 1 Inch = 20 /eel PARCEL A TUFREC ANOP 990.6752375 97 - CE/3 0U.333.20 12'MP 5d,5E 300.17 WATER SESMCE UNE FOR BLDG 2 AND 3 DUAL MIER ASSEMBLY (TW.) DETENTION TANK SUMMARY REQUIRED DETENTION: 2,258 CF PROVIDED DETENRON: 2,258 CF TANK SIZE: DIAMETER - 4.50' (54 INCHES) LENGTH - 142.0' FOR DETAILS. PLEASE REFER TO ATTACHMENTS CE. 2 814.306 '2 • run w=30. 12 12"4P E.303.02 61NP Nw.304 i2 E ■290.74 E OSTBO FIRE HYDRANT ;B7 00/•3,247 ■II AOS KcE -2c 2,27 REMOVE 105E STORM PP A PPE E 306.16 PROPOSED 12' STORM E -30613 - 31577' -' REMOVE DIST. fST,61UD STORM PRE L-@- PR-O�P0SSEID. STORM 78 tk'112YVcc0.5*' k 0. 2+f�Je S CCNECT TO _4_ ST. SEWER 45Ye,r(' 9143..07 32 1 PR0p0sto`s-roam e F+5,.297.52 12e LF 1•14VC 0 0.50* /3 BAR EACH SIDE PRECAST CASE SECTION (MEANOIDIT AT THE TOP OF THE BASE) /3 BAR EACH WAY 1 03 BAR HOOP CATCH BASIN TYPE 1 NOT TO SCALE 2 #3 BAR HOOPS =1.0w= TO COST. WATER IDLE 2, CONNECT TO EMT. CB _E0.61_ j PARCEL B TU}:WILANRTC. OP 950. 52376. 97 $.1 t6N -300.60 SEE DETAIL FLOW ELEVm302.62 -0. PPE SUPPORT(S): 3• X .090' ROUND SOLID COVER NARKED 'DRAIN' WM4 LACKING BOLTS SEE DWG. NOS 2-022 2-027. FRAME 41 LADDER OR STEPS OFFSET. SEE NUS 8. FRAM Q COVER ELEV. PER PLAN. STEPS OR LAOOOL SEE DWG. N0. 2-006. CIEYIOUT GATE: SHEAR GATE. SEE DWG. NQ 2-026. E- 30643 RESTRICTOR RATE WITH ORIFICE OA -0S7' FRAME AND GRATE SEE SEC. 7.05 AND APPLICABLE OWES. 8' RIFER SECTION Ii7/6 Pou.30� 7E 12 OINK w- 300.11 1!'ADS Vw-2I 0, 2 "uP E -299 +1 NOTES 1. CATCH BASINS 9AU. E CONSTRUCTED N ACCORDANCE WRH ASTM C478 (MORE M 199) R c690 UNLESS OTHERWISE SHOWN ON PUNS OR NOTED N 11E WSDOT /APRA STANDARD SPECIFICATIONS. 2. AS ON ACCEPTAB1E ALTERNATIVE TO RFBN. WELDED WOE FABRIC HAVING A 1154 AREA OF 0.12 SQUARE NCNES PER FOOT 1440 E USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM AW7 (AA4R0 M 221} WIFE FABRIC SHALL NOT E PLACED N KNOCKO1IS 3. ALL REINFORCED GST-IN-0IACE CONCRETE MALL E /BASS 4000. 4. PRECAST BASES SIWL E F1AN6HED WIN CUTOUTS OR 101000WR KNOCKOUTS M4AU. HAVE A WALL THICKNESS OF Y NM. ALL PPE SHALL E INSTALLED N FACTORY PROAOED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT E ERODED IF WALL 6 LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EOUAL TO PPE OUTER CAM. PLUS CATER BASH WALL THICKNESS. 6 6E1141) 10IOOOUR MAY E ON ALL 4 SIDES. *MI MAX DWI. OF 20'. 10100CU 5 MAY E OTTER ROUND OR If SHAPE 7. THE MAX. DEPTH FROM THE MIMED GRADE TO THE PIPE INVERT 6 8. THE TAPER ON THE 906 Of 1FE PRECAST BASE SECTION AND RISER SECTION SHALL NOT =am 1/2•/FT. 9. CAT04 BASIN FRAME AND GRATE MALL E N ACCOROr0CE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REOLAREMEMS OF FEDERAL SPECIFICATION RR -0-621D. SATING SURFACES SHALL E MIMED 1O ASSURE NON- ROLTOIG FIT WIH ART COVER P051I1014. 10. FRAM AND GRATE WY E INSTALLED WITH FIANCE 00* 1 OR CAST IMO RISER. 11. FOR CATCH wags N PARKING LOTS REFER TO WSDOT /APWA STANDARD DWO. 81-0. 12. EDGE OF RISER OR BRIO( MAIL NOT E MORE THAN 2' FROM VERTICAL EDGE OF CATCH BASIN WALL. CALL TWO WORKING DAYS BEFORE YOU DIG 1- 800 - 424 -5555 NOTES: 54' MIN. CATCH BASIN TYPE 2 OWL AS REQUIRED SEE OWE. NO. 2-005. 1. ORIFICE SHALL BE LOCATED 6®E TIE E097TON VAULT DC CONCEPTS OF 1146 DETAL SHALL AIRY N CONTEXT OF THE DEIDITION VNAT 2. PPE SAS AND SLOPES: PER PLANS PIAL REMOVABLE WATER - 11O10 COOPING 3. OUTLET CAPACITY: NOT LESS 114M4 COMBINED INLETS. RATE WITH 1.10' ORIFICE 4. =MT AS SHOWN OR NEED. LOTS SNAIL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2. 54' 615. OWL S PIPE SUPPORTS AND RESIRK.TOR/SEPARATOR SMALL E OF SAM MATERIAL. AND BE ANCHORED AT 3' MAK SP/CNG BY 5/8' MM. STAINLESS WM. EVANSON BOLTS OR DBIEDOED 2' TN WAI- L RE RFSIRICTOR/SFPNGTOR MALL BE FABRICTED FROM .060' AUN@IUM. OR 064' ALUMINIZED STEEL OR .064' GALVANIZED STEEL PIPE; N ACCORDANCE *TM MOTTO N 36• N 196 M 197 AND M 274. GALVAI® STEEL SNAIL HAVE TREMOR 1. 7. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PPE WITH A STANDARD 00101.010 BAND FOR CCRRUGA1 D METAL PPE OR GROUTED INTO TM BELL OF CONCRETE PPE 0. THE VERICAL RISER MOH OF THE RESITORIR/SEPARA70R SHALL SE THE WE OIAM. AS THE IIORmONTAL OUTLET PPE. WIN AN 8' MIN. DAY 0. FRAME AND LAMER OR SEEPS OFFSET 50 TAT: A 0EANOUT GTE 6 V15®E FROM TOP. 6 aim DOWN SPACE 6 CLEAR OF RISER AND =MOM GATE G FRAME 6 CLEAR OF CURB. 10. IF METAL OUTLET PPE CONOECTS TO CFME T C0IQE1E PPE OUTLET PPE 10 HAVE 9100TH OA. DOTAL TO CONCRETE PPE L0. LESS 1/4'. 11. ORIFICE ELBOW MAY BE LOCATED EITHER SIDE AS MOWN FLOW RESTRICTOR / OIL POLLUTION CONTROL DEVICE, TEE TYPE (FROP -T) NOT TO SCALE inbutary area s 5000 s.f (7000 s.f. if redevelopment project repWang impervious surface( AI insert catch basso grate inflow ELBOW DETAIL od absorbent material (media I (see text) media housing crown of outlet IXpe outflow •Y" treated stormwater ■ 3Q. d p Y�, pCis ;+d ry4 ds SECTION VIEW NTS SCHEMATIC OF CATCH BASIN INSERT NOT TO SCALE RECEIVE MAR 14 200 COMMUNITY OEVELOPII6ENT VU DUPLEXES 0 CITY OF TUKWILA. 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SMITH DATE: 01 -03 -08 (Northern 9aci fic Consulting (Engineers C I V I L • S U R V E Y • L A N D P L A N N I N G 413 29TH STREET NORTHEAST, SUITE C, PUYALLUP, WA 91372 OFFICE (253)770 -3222 FAX (253)770-0522 www.npcenglneertcom FOR: TUAN Q. VU D.C. FAMILY LLC 710 6TH AVE. S. #1990 SEATTLE. WASHINGTON 98104 TITLE VU DUPLEXES NOTES CITY OF TUKWILA, WASHINGTON 1 mom c/owln 1 J 0 N ai a 0 CO 0 0 1 LO 0 0 0) N N Drafting \Shop Drawl N m is \34200 - 34399 \34 d. contech —cpi. com \ROOT \STORM WA • s w ��/i _ raikur. lw%o--1viei &urn � u� STORMWATER SOLUTIONS INC. PRIAMINARY NOT APPROVED FOR FABRICATION OR CONSTRUCTION 54110 UNDERGROUND DETENTION SYSTEM VU DUPLEX TUKWILA, WA 4 P1 COVER SHEET P2 . 3 DETAILS P4 CONSTRUCTION DETAILS • 2 . 1 02/28/08 PRELIMINARY / PROPOSAL DRAWINGS FJA . NO. DATE DESCRIPTION DRAWN BY APPROVED BY THE UNDERSIGNED HEREBY APPROVES THE ATTACHED (4) PAGES. CUSTOMER DATE NOTES: 1) ALL ELEVATIONS, DIMENSIONS AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER PRIOR TO RELEASING FOR FABRICATION. 2) IN SITUATIONS WHERE A FINE — GRAINED BACKFILL MATERIAL IS USED ADJACENT TO THE PIPE SYSTEM, AND ESPECIALLY IN SITUATIONS INVOLVING HIGH GROUNDWATER TABLES, CONSIDERATION SHOULD BE GIVEN TO THE USE OF GASKETED PIPE JOINTS. AT THE VERY LEAST, THE PIPE JOINTS SHOULD BE WRAPPED IN A SUITABLE, NON —WOVEN GEOTEXTILE FABRIC TO PREVENT INFILTRATION OF FINES INTO THE PIPE SYSTEM. 3) ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. 4) SYSTEM MADE FROM: 54 "0, 2 2 /3x1 /2, TREATMENT TYPE 1, 16ga., CSP. 5) MINIMUM COVER HEIGHT FOR PIPE DESCRIBED IN NOTE #4 IS 12 ". 6) CONSIDERATIONS FOR CONSTRUCTION EQUIPMENT LOADS MUST BE TAKEN INTO ACCOUNT. SEE DETAIL 3, PAGE P4. 7) ALL PIPE DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES. 8) ALL RISERS AND STUBS ARE 2 2/3" X 1/2" CORRUGATION AND 16 GAGE, UNLESS OTHERWISE NOTED. 9) RISERS TO BE FIELD TRIMMED TO FINAL GRADE. 10) SYSTEM IS DESIGNED FOR H2O AND H25 LOADING. INDEX: P1 COVER SHEET P2 PRELIMINARY LAYOUT P3 DETAILS P4 CONSTRUCTION DETAILS SPECIFICATION FOR CORRUGATED STEEL PIPE — GALVANIZED TREATMENT TYPE 1 STEEL— ASPHALT COATED & PAVED OR LINED: SCOPE: THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE GALVANIZED — ASPHALT COATED AND PAVED CORRUGATED STEEL PIPE (CSP) DETAILED IN THE PROJECT PLANS. MATERIAL: THE GALVANIZED COATED STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M 218 OR ASTM A 929. COATING. PAVING. & LINING: THE ASPHALT COATING SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M & 190 OR ASTM A 849. PIPE: THE CSP SHALL BE MANUFACTURED IN ACCORDANCE MTh THE APPLICABLE REQUIREMENTS OF AASHTO M -36 OR ASTM A 760. THE PIPE SIZES, GAUGES AND CORRUGATIONS SHALL BE AS SHOWN ON THE PROJECT PLANS. ALL FABRICATION OF THE PRODUCT SHALL OCCUR WITHIN THE UNITED STATES. HANDLING. ASSEMBLY: SHALL BE IN ACCORDANCE WITH NCSPA'S (NATIONAL CORRUGATED STEEL PIPE ASSOCIATION) RECOMMENDATIONS. INSTALLATION: SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II OR ASTM A 798 AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS, THE CONTRACTOR MUST BRING THEM TO THE ATTENTION OF THE PROJECT ENGINEER. IT IS ALWAYS THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. CONSTRUCTION LOADS: CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPA'S GUIDEUNES. NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. INSTALLATION SPECIFICATION PRE — CONSTRUCTION MEETING RECEIVED MAR 14 COMMUNITY EVELOPMEN PRIOR TO INSTALLATION OF THE DETENTION SYSTEM A PRE — CONSTRUCTION MEETING SHALL BE CONDUCTED. THOSE REQUIRED TO ATTEND ARE THE SUPPLIER OF THE DETENTION SYSTEM, THE GENERAL CONTRACTOR, SUB CONTRACTORS AND THE ENGINEER. FOUNDATION /BEDDING PREPARATION PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. ONCE THE FOUNDATION PREPARATION IS COMPLETE, THE 4 INCHES OF A WELL— GRADED GRANULAR MATERIAL SHALL BE PLACED AS THE BEDDING. BACKFILL THE BACKFILL SHALL BE AN Al, A2 OR A3 GRANULAR FILL PER AASHTO M -145 OR A WELL— GRADED GRANULAR FILL AS APPROVED BY THE ENGINEER (SEE INSTALLATION GUIDELINES). THE MATERIAL SHALL BE PLACED IN 8 —INCH LOOSE LIFTS AND COMPACTED TO 909E AASHTO T99 STANDARD PROCTOR DENSITY. WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO UFT DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS. REFER TO TYPICAL BACKFILL DETAIL WITHIN THIS SET OF PLANS FOR TYPE OF MATERIAL REQUIRED. MINIMUM COVER BACKFILL SHALL BE PLACED TO THE PROPER ELEVATION OVER THE SYSTEM AS OUTLINED IN THE PLANS. MINIMUM COVER FOR CONSTRUCTION LOADING NEEDS TO BE DETERMINED BASED ON THE TYPE OF EQUIPMENT THAT IS PLANNED FOR CONSTRUCTION. PROPER COVER FOR CONSTRUCTION EQUIPMENT SHALL BE DETERMINED PRIOR TO THE PRE — CONSTRUCTION MEETING BY THE ENGINEER. CONTECH PROJECT ID # 34397 E 0 00 0 0 0 N CD N 8) 3 • 0 N 0 • 12 "0 OUTLET I N V= 300.43 PRELIMINARY NOT APPROVED FOR FABRICATION OR CONSTRUCTION 4 . 3 . • • 2 • 1 02/28/08 PRELIMINARY / PROPOSAL DRAWINGS FJA . NO. DATE DESCRIPTION DRAWN BY APPROVED BY • 142' -0" • TBD 11 11 0/-36" RISER RIM =TBD \-E3AND (TYP SEE DETAIL 11 1 PRELIMINARY LAYOUT SCALE: 1 " =20' STORAGE VOLUME PROVIDED = 2,258 C.F. NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. TBD = TO BE DETERMINED CONTECHID# 34397 Alkika,LITICALJ16 ��'4pI it wAr. STORMWATER SOLUTIONS.= 9025 CENTRE POINTE DRIVE. SUITE 400 WEST CHESTER. OHIO 45069 PH: 1.800.338.1122 FAX: 513.645.7399 12 "0 INLET IN V= 300.43 TBD ULKHEAD (TYP) • VED MAR 14 O EVgLQ NOTES: PIPE IS 54 ", TREATMENT TYPE 1, 16GA., 2 2/3x1/2 SPACING BETWEEN PIPES IS 2' -0" SYSTEM INVERT IS TBD THIS PRINT IS OWNED BY CONTECH STORMWATER SOLUTIONS, INC. AND MUST BE RETURNED UPON REQUEST. NOT TO BE COPIED. PRELIMINARY LAYOUT SCALE AS SHOWN 54110 UNDERGROUND DETENTION SYSTEM VU DUPLEX TUKWILA, WA DRAWN 8Y: FJA DATE 02/26/08 REV. BY: - DATE _ SHEET: P2 of 4 co 0 0 2- 25- 08).dwg 0 0 N 0 0 t i is \34200- 34399 \34397 \Ord 0 tech — cpi. com \ROOT \STORM WA FILL CONDITION' H20/H25 LIVE LOAD TRENCH CONDITION •;•;•;•;•;•;•;•;•;•;•;•; •;•;•;•;•; •;•;•;•;•;•;•;•;•;•;•;•;•;•;•;• .. ............................... t.t.tee.4140_4414:414e4gdgggilgtle4d4g■Wil .4* -11 =11 i%11- 711 7=.11..11F.11J1111111 =.11.n 11 =J1 =11 �I 11=11 -A11 .11 =11: C;, 71:- 11 :- 11. =11.,,1W111 =11= 11 =11-1f �1 =ll=11. -11:; 71= ,7L,,aI =,] CUT TRENCH EXISTING GROUND 1.) RIGID OR FLEXIBLE PAVEMENT 2.) GRANULAR ROAD BASE 3.) NORMAL ROADWAY EMBANKMENT FILL PLACED IN 8" LIFTS AND COMPACTED TO MIN. 90% STANDARD DENSITY PER AASHTO T -99. 4.) 12" MIN. FOR DIAMETERS THROUGH 96" 18" MIN. FOR DIAMETERS FROM 102" AND UP MEASURED FROM TOP OF RIGID OR BOTT. OF FLEXIBLE PAVEMENT. 5.) SELECT GRANULAR FILL PER AASHTO M145 A -1, A -2 OR A -3 OR APPROVED EQUAL. (COMPACTED TO MIN. 90% STANDARD DENSITY PER AASHTO T -99.) 6.) 12 "0 THRU 84 "0 2 2/3" X 1/2" CSP, GAGE PER AASHTO SECTION 12. PRELIMINARY NOT APPROVED FOR FABRICATION OR CONSTRUCTION ;��•��. �••i��r — 11-11-••••04.000011-0i.00 000 III: 11111111��1111E11111_ 7.) 54 "0 THRU 144 "0 3" X 1" OR 5" X 1" CSP GAGE PER AASHTO SECTION 12. 8.) STANDARD SPACING IN TABLE, SPECIAL SPACING IS SUBJECT TO APPROVAL BY CONTECH CONSTRUCTION PRODUCTS INC. SPACING CHART PER AISI AND NCSPA GUIDELINES DIAMETER REQUIRED SPACING UP TO 24" 12" 24" - 72" 1/2 PIPE DIA 72" AND UP 36" 9.) CONTECH C40 NON -WOVEN GEOTEXTILE AS REQUIRED TO PREVENT SOIL MIGRATION. 10.) RELATIVELY LOOSE GRANULAR BEDDING, ROUGHLY SHAPED TO FIT BOTTOM OF PIPE, 4" TO 6" IN DEPTH. (#57 OR #8 OR OTHER SUITABLE GRANULAR) 1 \ TYPICAL BACKFILL DETAIL P3 SCALE: N.T.S. 4 . 3 • • 1 02/28/08 PRELIMINARY / PROPOSAL DRAWINGS FJA . NO. DATE DESCRIPTION DRAWN BY APPROVED BY 0 NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. TBD = TO BE DETERMINED CONTECH ID# 34397 1/2 "0 BOLT 25 1/2" 10C CORRUGATED BAND SECTION 25-1/2" 24" 2 -2/3" x 1/2" RIVETED PIPE CONNECTION DETAIL (2) 24" TECHCO BAND ANGLES GENERAL NOTES: 1. REFER TO CONTECH BAND SELECTION GUIDE FOR BAND WIDTH, GAGE, AND FASTENER TYPES. 2. BANDS FOR PIPE -ARCH ARE THE SAME AS FOR EQUIVALENT DIAMETER ROUND PIPE. 3. BANDS ARE NORMALLY FURNISHED AS FOLLOWS: 12" THRU 48" 1 -PIECE 54" THRU 96" 2 -PIECE 102" THRU 144" 3- PIECES. 4. BAND FASTENERS ARE ATTACHED WITH SPOT WELDS, RIVETS OR HAND WELDS. ALL ALUMINUM BANDS, BOTH SINGLE AND DOUBLE BB &S, ARE FURNISHED WITH A 14 GAGE ALUMINUM BACK -UP PLATE WELDED TO THE BAND AND THE STRAP. 5. REROLLED ANNULAR END CORRUGATIONS ARE NORMALLY 2 -2/3" X 1/2 ". DIMENSIONS ARE SUBJECT TO MANUFACTURING TOLERANCES. RECEIVED MAR 14 7091 COMMUNITY OEVELOPp. wArrEwu 3..FAO li I WWI ! STORMWATER i .tm0NS= 9025 CENTRE POINTS DRIVE, SUITE 400 WEST CHESTER. d1I0 45089 PH: 1.800.338.1122 FAX 513.645.7399 THIS PRINT IS OWNED BY CONTECH STORMWATER SOLUTIONS, INC. AND MUST BE RETURNED UPON REQUEST. NOT TO BE COPIED. DETAILS SCALE AS SHOWN 54 "0 UNDERGROUND DETENTION SYSTEM VU DUPLEX TUKWILA, WA DRAWN BY: NA DATE 02/26/08 REV. 8Y: DATE SHEET: P3 OF 4� E 0 10 60 O 0 10 3 03 0 N O 0 0 0 0 M M <n 3 0 0. 0) 0) o, 0 0 0 N 0) n a) M M 0 eL 0 0 0 i r a HEIGHT OF COVER cc Lu . U U ON Q az0 CC 0 a 2D: • FINISHED GRADE • TRAFFIC RATED MANHOLE OR CATCH BASIN (BY CONTRACTOR) VEHICULAR WEARING SURFACE (BY CONTRACTOR) CONSTRUCTION LOADS: FOR TEMPORARY CONSTRUCTION VEHICLE LOADS, AN EXTRA AMOUNT OF COMPACTED COVER MAY BE REQUIRED OVER THE TOP OF THE PIPE. THE HEIGHT —OF —COVER SHALL MEET THE MINIMUM REQUIREMENTS SHOWN IN THE TABLE BELOW. THE USE OF HEAVY CONSTRUCTION EQUIPMENT NECESSITATES GREATER PROTECTION FOR THE PIPE THAN FINISHED GRADE COVER MINIMUMS FOR NORMAL HIGHWAY TRAFFIC. PIPE SPAN, INCHES AXLE LOADS (kips) 18 -50 50- 75175 - 1101110 -150 MINIMUM COVER (FT) 12 -42 2.0 2.5 3.0 3.0 48 -72 3.0 3.0 3.5 4.0 78 -120 3.0 3.5 4.0 4.0 126 -144 3.5 4.0 4.5 4.5 * MINIMUM COVER MAY VARY, DEPENDING ON LOCAL CONDITIONS. THE CONTRACTOR MUST PROVIDE THE ADDITIONAL COVER REQUIRED TO AVOID DAMAGE TO THE PIPE. MINIMUM COVER IS MEASURED FROM THE TOP OF THE PIPE TO THE TOP OF THE MAINTAINED CONSTRUCTION ROADWAY SURFACE. CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. PRELIMINARY NOT APPROVED FOR FABRICATION OR CONSTRUCTION 4 . . 3 . • 2 . . 1 02/28/08 PREUMINARY / PROPOSAL DRAWINGS FJA . NO. DATE DESCRIPTION DRAWN BY APPROVED BY NOTE: 1. LOCATION OF ALL MANHOLES, STUBS, INLETS, OUTLETS AND OUTLET CONTROL STRUCTURES, TO BE SPECIFIED BY PROJECT ENGINEER OF RECORD PRIOR TO FABRICATION. 2. ALL RECOMMENDED REINFORCING ON THE SYSTEM WILL BE DESIGNED BY MANUFACTURER TO CONFORM TO ASTM A998 AFTER PURCHASE ORDER IS ISSUED. TBD = TO BE DETERMINED (ONTECH ID# 34397 • GRATE FRAME INSIDE DIAMETER SHOULD EQUAL APPROXIMATELY (RISER 0 + 3 ") COMPACTED SUB GRADE CUT RISER TO FINAL ELEVATION IN FIELD ACCESS LADDER (TYPICALLY BY OTHERS) SECTION A-A SIZE, REINFORCING BY ENGINEER BASE COLLAR /SLAB (BY CONTRACTOR) USE FLEXIBLE JOINT MATERIAL TO PREVENT CONCRETE FROM CONTACTING THE RISER IN ANY WAY REINFORCED CONCRETE MANHOLE NOTES: CAP DESIGNED BY ENGINEER 1. THE CONCRETE CAP SHALL BE SIZED AND DESIGNED BY OTHERS SO THAT THE LOADS ARE TRANSMITTED TO THE SOIL, AND NOT THE RISER. 2. THE CONCRETE CAP SHALL BE SIZED TO PROVIDE AN ADEQUATE BOTTOM AREA BASED ON THE ALLOWABLE BEARING CAPACITY OF THE SOIL. 3. THE FLEXIBLE JOINT MATERIAL (RECYCLED VINYL OR EQ.) TO BE STIFF ENOUGH � EE CONCRETE CAN NEVER ENGAGE WITH THE RISER CORRUGATIONS. T IGG MAR 142008 COMMUNITY DEVELOPII kr rrwu® Iljrts 1V it &Ur! STORMWATER SOLUTIONS.. 9025 CENTRE POINTE DRIVE. SUITE 400 WEST CHESTER, 01110 45069 PH 1.800.338.1122 FAX 513.645.7399 THIS PRINT I5 OWNED BY CONTECH STORMWATER SOLUTIONS, INC. AND MUST BE RETURNED UPON REQUEST. NOT TO BE COPIED. CONSTRUCTION DETAILS SCALE AS SHOWN 54 "0 UNDERGROUND DETENTION SYSTEM VU DUPLEX TUKWILA, WA DRAWN BY: FJA DATE: 02/28/08 REV. BY: DATE _ SHEET: _ P4of4