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Permit L2000-060 - SEGALE BUSINESS PARK - DESIGN REVIEW
L 00 -0060 Segale Business Park 6101 S 189t'' Street Z • U: UO, gip, • U W! WI.• • W • LL FZ.-. z•. Z F-! F- 0', Z UC • o1- = ~O Z • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director December 11, 2000 Mr. Mark Hancock Segale Business Park 18000 Andover Park West Tukwila, WA 98188 RE: Segale Business Park Building 931A: L2000 -060, D2000 -318 Dear Mark: Thank you for your October 18, 2000 letter providing information about the parking for Building 931A. In that letter you request approval of the Director of the Department of Community Development (DCD) for off -site parking to meet the parking requirements of the 931A project, as permitted by TMC 18.56.070, Cooperative parking facility. Requests to utilize shared parking to meet the parking requirements for a project are a Type 2 decision, subject to approval by the Director of DCD. Sheet C -1.0, Overall Site Plan identifies the parking requirements for the 931A ' building: based on the square footage of the building (130,000) and the classification of the use (warehouse) the number of parking stalls needed is 65. No portion of the building is set aside currently for office use on the site plan. Twenty -five parking stalls will be provided on the east side of the building on -site; 40 are provided off -site, just southwest of the entrance to the 931 building, which is contiguous to the 931A building. The number of parking stalls provided both on- and off -site meet the required number of parking stalls for warehouse usage. If office space is added in the future, then a parking study must be prepared to identify the actual number of parking stalls needed for this type of use (internet facility). The request to provide parking both on- and off -site is approved. If office space is added in the future, then the additional parking needs generated by the office use will 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 .x ...±�:: P Mr. Mark Hancock December 11, 2000 need to be addressed and a parking study will be required. If you have any questions, please call Carol Lumb at 431 -3661. Sincerely, Steve Lancaster Director Attachment: site plan cc: Files: L2000 -060, D2000 -318 Carol Lumb, Associate Planner -2- c:\mydocs \Segale- building931 A \parking.doc Z Wiz. It W2: JU: U O' - o; ' co LW W= tau-, O: H W; 2 z � 0'.. zH n fi . ' UC '0 N • W W. • 1-F= H am'. .0 Z• • File: L 00 -0060 Drawing #1 Z s._1 rem 6 JO: O 0, cnp: � W' W =. W • 0�. J • F u. N Da: = 0:. W Z 1- 0' Z H: . III ; H =0 u. 0 Z '0W City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director PLANNING DIVISION COMMENTS DATE: December 5, 2000 APPLICANT: Mark Hancock, for Segale Business Park RE: D2000 -318, Segale Building 931A ADDRESS: 6101 S. 180th Street The following are the conditions of approval for building permit D2000 -318. Carol Lumb is the planner assigned to the file and can be reached at 206 - 431 -3661 if there are any questions. 1. The architectural paving called out on Sheet LI will include either exposed aggregate and/or a broom finish with saw cut pattern. The architectural paving pattern design shall be reviewed and approved by DCD staff prior to the pouring of the concrete. 2. Prior to issuance of a building permit for the construction of the wall on the west screening the generators, the design of the gate must be reviewed and approved by DCD staff. 3. The number of parking stalls provided both on- and off -site meet the required number of parking stalls for warehouse usage (65). If office space is added in the future, then a parking study must be prepared to identify the actual number of parking stalls needed for this type of use (internet facility). cc: File: L2000 -060 c: \mydocs \general\2000memos \d2000 -318. doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 File: L 00 -0060 Drawing #2 Z • ■ �W. U) W W =. F- W O'. g J d W Z F... O!• WW:•. �O Ni F- U tL F: .Or. • • !O � City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Notice of Decision October 27, 2000 To: Applicant Parties of Record King County Assessor, Accounting Division State Department of Ecology, SEPA Division This letter serves as notice of decision and is issued pursuant to the Permit Application Types and Procedures, Tukwila Municipal Code Zoning Chapter, (18.104.170) on the following project and permit approvals. PROJECT BACKGROUND Project File Number: L2000 -060 Associated Files: E2000 -016 Applicant: Mark Hancock for Segale Business Park Request: Construct a 130,000 square foot addition to an existing building in the Tukwila Urban Center district. Location: 6101 South 180th Street SEPA Determination: DNS This notice is to confirm the decision reached by the Tukwila Planning Commission/Board of Architectural Review on Thursday, October 26, 2000. The Board of Architectural Review voted to approve the design of the proposed Segale Building 931A building addition and the landscaping plan based on the findings and conclusions in the staff report dated October 17, 2000 and materials presented at the Hearing with the following conditions: 1. Landscaping a) The landscaping plan must be revised to indicate the spacing of all plant material. In addition to the size in height of materials, the caliper and gallon sizes should be indicated. Street trees will be 4 -inch caliper in size, as proposed by the applicant. b) Additional plant materials must be provided in the western portion of the site to provide additional screening and transition between this site and the adjacent property. 2. Building Design a) The materials used for the wall screening the generators must be consistent with the design and pattern of the building. b) A decorative grid pattern gate must be provided to screen the recycle area from view. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z <• Ce 6 0 0 0' CD Ca cnw -I H. �L wO Il Q Lo a'. z� F- 0 Z E- 0 N; 0 I- 1.1.1 W' 1; z. ui 0 F- z Notice of Decision Segale Building 931A October 27, 2000 Project materials including the application, any staff reports and other studies related to the permits are available for inspection at: Tukwila Department of Community Development; 6300 Southcenter Blvd., Suite 100; Tukwila, WA 98188 Monday through Friday; 8:30 a.m. - 5:00 p.m. The planner managing the project is Carol Lumb, who may be contacted at 431 -3670 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes not withstanding any program of revaluation. The Planning Commission decision may be appealed to the Tukwila City Council pursuant to TMC 18.104.010 E. by filing a Notice of Appeal. The deadline for filing appeals is November 20, 2000, 21 days from the date of this Notice of Decision. Appeal materials shall contain: 1. The name of the appealing party. 2. The address and phone number of the appealing party, and if the appealing party is a corporation, association, or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf, and 3. A statement identifying the decision being appealed and the alleged errors in that decision. The Notice of Appeal shall state specific errors of fact or errors in the application of the law in the decision being appealed, the harm suffered or anticipated by the appellant and the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. The public notice sign must be removed from the site by the applicant after the appeal period has expired, unless an appeal if filed with the City. c :\mydocs \Segale- BIdg93 I A \NotDec.doc City of Takwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director KATHRYN STETSON, CHAIRMAN, VERN MERYHEW, VICE CHAIRMAN, BILL ARTHUR, DAVID LIVERMORE, GEORGE MALINA, HENRY MARVIN, AND KIRSTINE WHISLER THURSDAY, October 26, 2000 Tukwila City Hall Council Chambers PLANNING COMMISSION WORKSESSION AND BOARD OF ARCHITECTURAL REVIEW PLANNING COMMISSION WORKSESSION 6:00 - 7:00 p.m. Shoreline Master Plan - Complete definition review BOARD OF ARCHITECTURAL REVIEW PUBLIC TEARING - 7:00 PM I. CALL TO ORDER II. ATTENDANCE III. ADOPTION OF MINUTES — October 5, 2000 and October 12, 2000 IV. CASE NUMBER: L2000 -060 APPLICANT: Mark Hancock for Segale Business Park REQUEST: Construct a 130,000 sq. ft. telecommunication center building adjacent to an existing 89,200 sq. ft. building also used for telecommunication's on a 7.57 acre site. LOCATION: 6101 South 180'h SE V. DIRECTOR'S REPORT • 2001 Budget VI. ADJOURN 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 (*1 SEGALE BUSINESS PARK October 18, 2000 Ms. Carol Lumb, AICP Associate Planner City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 A LA PIANTA LLC TRADE NAME RE: Building 931A Parking Dear Ms. Lumb: This letter addresses your recent questions about parking provisions for our Building 93IA: 1. Offsite Parking Distance While the offsite parking is a little over 800 feet from the east entrance of the 93IA building, we feel that this condition does not apply or trigger the shuttle requirement in this case because: 1) the 931A is an addition to the 931 building, so when it is complete it will become one building, with one tenant and one use, 2) the offsite spaces are closest to the 931 portion of the building, so those are the most likely employees to use the spaces, and there is office space in the west end of 931 closest to the offsite parking, and 3) there are several other doors around the building for employees to use besides the east entrances, with the 931 building being roughly 100 feet away, and the 931A building being roughly 200 feet away. 2. Current Status of Existing Offsite Spaces These particular spaces were striped from a wide area of an otherwise unused strip of land adjacent to Segale Drive D, and are used occasionally by tenants in Segale Business Park for temporary needs. They are not linked specifically for use by any of the nearby buildings. 3. Actual Parking Requirements Of The Tenant As a telecommunications facility, the parking needs of this building are less than that of a normal commercial building. The tenant stated their parking needs for the entire building (931 existing, plus 931A addition) in their lease — we are required to provide a total of 94 spaces. We understand that the Director has the authority to adjust parking requirements for a specific project based on its circumstances, so given that parking for this type of use is not practically addressed in the code we respectfully request that the total parking requirement for the building (931 +931A) be set at 94 (that would mean a total of 36 for the 931A addition, comprised of 25 at the east end plus 11 offsite spaces). 4. Special Permission Parking In accordance with TMC 18.56.070.E, we hereby request the Community Development Director's approval of the offsite parking for this project. Thank you for your help in this matter, and please contact me if you have any questions. Very truly yours, Mark Hancock cc: Mark Segale PO Box 88028 • Tukwila,WA 98138 -2028 18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 Telephone 206 575 -2000 • Fax 206 575 -1837 Z = - w re 2 0 - =a Z= 1- O Z H. 2 uj • tn• • O -• u2' O I-'. W w I- • uj Z U N H 0 Z 02/15/1994 22:01 12068684292 • To: City of Tukwila. Carol Lutnb KEN LARGE LANDSCAPE PAGE 01 Ken Large Landscape Architect 21803 NE 17th Court Redmond, Wu. 98053 Phone: 425-836-457B Fax: 425 - 868 -4292 From: Ken large Pages: -3 Phone: - Date: 10/17/00 Re: Segok Building 931A CC: Mork Hancock Q urgent x For Review ❑ Please Con rent 0 Please Reply 0 Please Recycle • Comments: Attached is a copy of a sketch for The east end of The builditg that shows comas related to parking area landscaping. It is a sketch because the drawing is in the process of being revised with new path alignment. Let me know if you concur with the landscape areas that relate to parking and the calculations. . , z = 1- . z. • ce 2. .6_ UO U: W =' J WO g J• N . =W • 1— _•. 1— O, • Z W W; . act: 'O U' 0 1- Au Li. • 1-- • u- 0 zi 1.1.1 • U -. •0 z • tEET /9t/Z0 Z Q• = Z 6 ~ W .J U 00 Co J H L WO u_Q co =d H W Z= F- I— 0 ZF- W 1.3 �0 U m ON .co OH W W' W Z = OI- m z r m r z N 0 D m -o m 02/15/1994 22:01 120686847.92 KEN LARGE LANDSCAPE PAGE 03 EAST PARKING AREA CALCULATIONS 1. Total land area on the east side of the building 8890 sq. 11. 2. Length of property line along the east and north east comer of the property. 2861. f. 3. Total trees required per 1832.030 B, Type 11 14.3 4. Total trees provided (including existing trees) 15 5. Total shrubs required per 18.52.030B, Type 11 57.2 G. Shrubs provided: the existing shrubs cover a Majority of the landscape area. it is too dense to Count. Bare ground that is disturbed as a result of Construction will planted with groundcovers and Mulched. 7. Interior parking lot landscaping requirements per 18.52.035 for TUC zone, 15 square feet of planting per parking stall. 25 stalls along the east end of the building x 15 375 sq. Total landscape area on the east end of the building 8890 sq. ft. 9 Total landscape area of the parking islands 4740 sq. R. z ry In JU 00 w 0, W =` J 1—H 'co LL. 0' 5 .. g J• LL?'. co =li ac 1-0 Z I— ; D O E- W: r 2 . 1= ` O Z I--- .H z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director STAFF REPORT TO THE PLANNING COMMISSION AND BOARD OF ARCHITECTURAL REVIEW HEARING DATE: NOTIFICATION: FILE NUMBER: ASSOCIATED FILES: APPLICANT: REQUEST: LOCATION: COMPREHENSIVE PLAN DESIGNATION: ZONING DISTRICT: SEPA DETERMINATION: RECOMMENDATION: STAFF CONTACT: Prepared October 17, 2000 October 26, 2000 Notice of Application posted and mailed to surrounding properties September 18, 2000 Notice of Public Hearing published, mailed to surrounding properties and posted on site October 13, 2000 L2000 -0060 E2000 -0016 Environmental File Mark Hancock, for Segale Business Park To approve the design of Segale Building 931A, a 130,000 square foot concrete tilt -up warehouse with associated office. 6101 South 180th Street Tukwila Urban Center Tukwila Urban Center Determination of Nonsignificance Approval with Conditions Carol Lumb, Associate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z _'- z w ct 6 JU o0 cn w = J H, w g D- u. cn = w` _ 1-0 zI � U O N . ,ca I— H V' O. U — 0. z Staff Report to the BAR Segale Building 931A L2000 -0060 ATTACHMENTS: _ .` W. UO A. Building Drawings: A -1 Site Plan A -4.1 & A -4.2 Building Elevations L -1 Landscaping Plan L -2 Irrigation Plan L -3 Lighting Plan B. Lighting Fixture, Seating Bench & Bicycle Rack Details C. Detail of Generator Screen Wall D. Applicant's Design Review Criteria Response E. SEPA Determination and Staff Report F. Color Perspectives (to be provided at hearing) G. Color Board (to be provided at hearing) FINDINGS w= JF.- U) L w O: La = d. 1— w z�. E— 0 zI LU U ,, O C1 1-- w w` 1—U Vicinity /Site Information U. p w z w U A. Project Description: i=", 1—. O z. The applicant is proposing to construct a 130,000 square foot concrete tilt -up warehouse with associated office to house a telecommunications center on a 7.57 - acre parcel. This building is an addition to an existing 89,200 -sq. ft. building on the site that is also used for telecommunications purposes. B. Existing Development: As noted above, the site contains an existing 89,200 square foot building, formerly used for off -track betting that has been converted to a telecommunications facility. A bank building formerly located in the northeast corner has been demolished to create room for the proposed building. c:\my docs \Segale -93 IA Bldg.\DRstaffrpt.doc 2 • Staff Report to the BAR L2000 -0060 Segale Building 931A C. Surrounding Land Use: The proposed building site is located at the southern edge of the Tukwila Urban Center and lies within an industrial business park. The zoning for this parcel is Tukwila Urban Center while the zoning on the parcels to the south within the industrial park is Heavy Industrial. Within the Tukwila Urban Center, two new furniture stores are being constructed on the parcel adjacent on the west. On the north side of S. 180th Street is the Dania furniture store. Bordering the site on the east is Segale Drive "A ", with an office building across the street. To the south are parcels zoned Heavy Industrial and developed with warehouse /distribution uses. D. Terrain: z t--w. 6 JU 00 w i, J CO u. w0 u. I--w, z� The site is generally flat, with soils that are comprised of silty sands and gravels. z O 111 uj There is a slight grade 'change on the west side of the site of approximately 4 feet which slopes up to the adjacent parcel. v N O 01- U. The site currently contains formal long - established landscaping at the northeast "-- z corner of the parcel, a grass strip between the curb and the existing sidewalk and a row of juniper shrubs on the south side of the sidewalk. The junipers will be o '—', removed and replaced with the landscaping plan illustrated in Attachment A, sheet L -1. The landscaping plan will be discussed below. E. Vegetation: F. Access: Access is provided to the site via Segale Park Drive "A," which is one of several roads that is part of the internal private road system in the Segale Business Park. An emergency fire drive 23 1/4 feet in width will be located on the west side of the site off South 180t Street where there is currently a curb cut and access drive into the site. The closest access point for the portion of the Segale Business Park where this site is located is Andover Park West or South 180h Street. BACKGROUND The proposed use for the new building is a telecommunications facility to supplement the facility already located on the site. The existing building on this site was built in 1993 and was exempt from design review at the time it was built. c:\my docs \Segafe -931A Bldg. \DRstaffrpt.doc 3 Staff Report to the BAR L2000 -0060 Segale Building 931A BOARD OF ARCHITECTURAL REVIEW CRITERIA Design review is required for all projects in the Tukwila Urban Center that are greater than 2,500 square feet in size. In the following discussion, the BAR criteria are shown in bold, followed by staff's comments. The applicant's responses to the BAR criteria are found in Attachment D. 1. Relationship of Structure to Site. A. The site should be planned to accomplish a desirable transition with the streetscape. B. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas; C. The height and scale of each building should be considered in relation to the site. Response: The parcel is located on a major transportation corridor in the City, in an industrial park that begins on the south side of South 180th Street and extends south to the Green River. This parcel is zoned Tukwila Urban Center while the other parcels to the south in the industrial park are zoned Heavy Industrial. The Tukwila Urban Center designation extends on the south side of South 180th Street east to include the office building at the southeast corner of Segale Drive A and S. 1480th St. and west to Southcenter Parkway. The new building will be located adjacent to and an addition to an existing 89,200 square foot building, which has been renovated for telecommunications purposes. The height of the proposed building, 26.5 feet, is less than the maximum height permitted within the TUC, 115 feet. The length of the building is 660 feet and the building is setback 18 feet from the property line, which slightly exceeds the required front setback of 15 feet in the TUC. The depth of the proposed building addition is 196 feet and the south wall will abut the existing building on the site, which is 120 feet for a total building depth of 316 feet. The mechanical units on top of the building are setback 35 feet from the roof's edge to reduce the perceived height of the building from the street curb. This distance was also selected so the mechanical screen will not create a shadow north of the building face during the winter months and be least visible from a distance. Perspectives from two different vantage points will be provided at the hearing to illustrate the mechanical units on the roof. The proposed addition is in an area that was formerly used for parking. The TUC contains a mix of retail and warehouse -type uses. Unlike the retail buildings in the TUC, which usually have a great deal of distance between the c:\my docs \Segale -931A BIdg.\DRstaffrpt.doc 4 Staff Report to the BAR L2000 -0060 Segale Building 931A curb and the building front for parking, there is only 24 feet between the curb and the north building wall; five of these feet are public right of way and currently planted with grass. The site plan proposes that the sidewalk meander across the front of the site which results in the sidewalk varying from 2 1/2 feet from the curb, to 16 feet from the curb. Several design elements are provided to ease the transition from the street to the building, particularly given the length of the building and its proximity to the street. Three benches for pedestrian seating are located along the length of the building. The first bench is located approximately 100 feet from the northwest corner of the building. The benches are spaced approximately 200 feet apart. Landscape planters are located at the northwest and northeast corners of the building and at the two building exits located along the north wall of the building. The planters are used by the applicant to provide modulation to the building, pedestrian visual interest and human scale. Architectural paving is used at the two building exits to link the building with the streetscape, and provide pedestrian visual interest as well. The square_footage of the building that will be used for warehouse versus office has not been determined yet by the tenant. As a result, it is not possible to calculate the number of parking stalls needed for the building addition. Twenty - five parking stalls for the building addition have been located on the east -side of the building addition. Forty off -site parking stalls are also designated to meet the number of parking stalls required by the tenant's lease. A special permission request has been received for approval of off -site parking. This request will be reviewed by the DCD Director. The required number of parking stalls will need to be reviewed as part of the building permit application 2. Relationship of structure and site to adjoining area. A. Harmony of texture, lines and masses is encouraged; B. Appropriate landscape transition to adjoining properties should be provided; C. Public buildings and structures should be consistent with established neighborhood character; D. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. Response: The parcels adjoining on the north, west and east are zoned TUC, as is the subject site. The parcel on the east is developed with an office building; on the west the construction of two new furniture stores is almost complete; and a c:\my docs \Segale -931A Bldg. \DRstaffrpt.doc 5 Staff Report to the BAR L2000 -0060 Segale Building 931A furniture store is located on the north across South 180t1i Street. The structures on the site adjoining on the west are set back approximately 200 feet from the edge of the curb while the proposed building will be 24 feet from the edge of the curb. The furniture store across the street is setback approximately 60 feet from the curb. The height of the adjacent buildings are similar to the proposed building. The proposed building differs from the adjacent buildings in that it is not retail in character and does not have windows for displaying merchandise for sale. The corner glass elements and the concrete panels that mimic the pattern of the glass help the building transition from the retail on the north and west to the office site on the east. The only landscaping proposed by the applicant on the west edge of the site is groundcover due to the placement of fiber optic conduit in the 5 foot strip along the west side of the site that previously contained landscaping. The conduit has been covered by light - weight concrete and then overlaid with approximately 6- inches of soil. Only groundcover is proposed to be planted in this area due to the lack of room for any plant materials with deep roots. The property adjacent on the west was also required to provide landscaping on its east -side as part of the design approved by the BAR. This landscaping will not provide a visual screen of the proposed building from the parking lot of the ' i`urniture store. Pedestrians are brought onsite via a pathway from the sidewalk to the parking lot on the east -side of the building. This pathway connects to a sidewalk adjacent to the parking lot that leads to the front door, which provides a safe separation between pedestrians and vehicles in the parking lot. An area to provide access for building equipment will be provided at the north end of the generator area on the west side of the building. There are two loading docks located on the south -west and south -east corners of the existing building. The loading docks are located well away from most of the pedestrian traffic and the main vehicular circulation area. There is parking provided along the south side of the building in between the two loading dock areas for the existing building. c:Uny docs\Segale -931A Bldg.\DRstaffrpt.doc 6 Staff Report to the BAR L2000 -0060 Segale Building 931A 3. Landscaping and Site Treatment. A. Where existing topographic patterns contribute to the beauty and utility of a development, they should be recognized, preserved and enhanced; B. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance; C. Landscape treatment should enhance architectural features, strengthen vistas and important axis, and provide shade; D. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken; E. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged; F. Screening of service yards, and other places which tend to be unsightly should be accomplished by use of walls, fencing, planting or combination; G. In areas where general planting will not prosper, other materials such as fences, walls and pavings of wood, brick, stone or gravel may be used; H. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the building and adjacent area. Lighting should be shielded, and restrained in design. Excessive brightness and brilliant colors should be avoided. Response: The landscaping plan, Attachment A, sheet L -1, illustrates the proposed landscaping for the site. The Tukwila Urban Center zone requires 15 feet of landscaping at the front of the site. No other landscaping is required eixcept for fifteen square feet of landscaping for each parking stall. None of the parking stalls on the east side of the building addition are more than 10 stalls or 100 feet from landscaped areas. The property adjacent on the west was required through the design review process to install five feet of Type 2 landscaping on the east -side of its site, adjacent to the Segale Building 931/931A property. There is a slight grade change between the two properties — the site on the west is approximately 4 feet higher than the proposed building site. The only landscaping for the west side of this site shown on the landscaping plans is ground cover as a fiber optic duct bank has been laid in the former planting strip with controlled density fill placed on top. There is approximately 6 inches of soil on top of the concrete covering the fiber optic duct bank, which is not deep enough to permit the planting of planting materials other than ground cover. There will be five feet of landscaping placed along the wall screening the generators from view. The landscaping materials are proposed to be kinninnick as groundcover and pyramidalis evergreens. The north side of the generator area c:\my docs \Segale -931A Bldg. \DRstaffrptdoc 7 I— Z re 61-1 uF. U 0 cA W J = I-- LL,: W O: g¢ =a W ZH 1— O Z 2 U� C) I—: WW 1 z 0 O H- z Staff Report to the BAR L2000 -0060 Segale Building 931A will be screened from S. 180th Street by a concrete wall and plantings of large conifers, incense cedars, and tall evergreen shrubs (rhododendrons). The landscaping plan shows Flame Ash street trees along South 180th Street. These street trees will be planted on either side of the sidewalk along the front of the building. The landscaping plan notes that the street trees will be 12 -14', branching at 7 feet but does not indicate the caliper. The applicant has indicated that the street trees will be 4 -inch caliper in order to provide a larger, more mature tree at the streetscape. The landscaping plan also does not indicate the spacing of plant materials and all the plant sizes. Planters are used at the building corners to provide visual interest, a sense of modulation and to soften the building edges. Planters are also used on either side of the two exit doors at the two building exits. The planters will be planted with seasonal color. A mix of periwinkle, cotoneaster and kinnikinnick will be used as groundcovers. As these groundcovers grow fairly slowly, it will be important to keep weeds from infiltrating this area while the groundcover is getting established. The landscaping code requires that living groundcover cover 90% of the landscape area within three years of planting. The landscaping plan uses a mix of evergreen and deciduous shrubs (cotoneaster, spiraea, rhododendron, abelia), deciduous trees (Flame Ash and Mountain Hemlock) and evergreen trees to provide visual interest, screening and aesthetic treatment of the building. There will be a number of generators placed on the west side of the proposed building. These will be screened from view at the front by a 16 foot high wall, with landscaping in the front. The generators are enclosed on the west by a five - foot CMU wall topped by a 12 -foot metal panel. The panel will be the same color as the metal screen that surrounds the mechanical equipment on the roof. The plans note that the tenant will provide a landscape planter to provide screening along the west side of the generators. Kinnikinnick is proposed for groundcover with Thuja pyramidalis used along the wall. Several types of lighting are provided on the site and discussed in more detail under #4 below. A twelve -foot high pole light will be placed on either side of the pedestrian benches spaced along the front of the building. Two wall area lights will be installed on the west side of the building to illuminate the generator area at night. Lights will be placed in the planters at the corners and building exits aimed at the building walls. Two pole lights will be relocated in the parking area on the east to provide lighting there. c: \my docs \Segale -931A Bldg. \DRstaffrpt.doc 11,PONV,:0 w..a, rr t vsmalaewv,ai , 8 Staff Report to the BAR L2000 -0060 Segale Building 931A z 4. Building Design. , = z '~w A. Architectural style is not restricted, evaluation of a project should be based on CQe 2 quality of its design and relationship to its surroundings; J U B. Buildings should be to appropriate scale and in harmony with permanent U 0 neighboring developments; N 0 C. Building components such as windows, doors, eaves, and parapets should have good LLJ _ proportion and relationship to one another. Building components and ancillary parts u) LL shall be consistent with anticipated life of the structure; W 0 D. Colors should be harmonious with bright or brilliant colors used only for accent; 2 �. E. Mechanical equipment or other utility hardware on roof, ground or g Q buildings should be screened from view; co D F. Exterior lighting should be part of the architectural concept. Fixtures, = w standards, and all exposed accessories should be harmonious with building design; z = F. G. Monotony of design in single or multiple buildings projects should be avoided. I— 0. Variety of detail, form and siting should be used to provide visual interest. z I— Do Response: The building design is typical of combination office /warehouse o cn` buildings in Tukwila. The siting and size of the building also reflect the site constraints and tenant needs. The prospective tenant requires 130,000 square feet = v for their telecommunications equipment and the layout of the equipment 0. precludes modulating the building inward. Other site constraints include the z , existing building of 89,200 square feet and a 15 -foot wide Puget Sound Energy o easement f o r an existing 16 -inch high - pressure gas line on the north side of the 0 1 — site. The gas line runs just at the southern edge of the easement, which is 3 feet z from the north edge of the building. The location of the gas line limited the placement of any permanent structures, as well as any structures of great weight, on top of or within three feet of the gas line. 0 The scale of the proposed building is different from adjacent development due to its proximity to the street and the difference in the buildings' use — this building will be used primarily as a warehouse, whereas adjacent properties on the west and north are used for retail. The Dania building across the street is approximately 330 feet in length — half the length of this building and is setback approximately 60 feet from the curb. The proposed building is approximately 24 feet from the curb and 18 feet from the property line. The adjacent development on the west is set back approximately 190 feet from the curb, with associated parking in the front of the building. As noted earlier, the building is approximately 660 feet long with a depth for the addition just under 200 feet. Once joined with the existing building on -site, the overall building depth will be approximately 316 feet. c:\my docs \Segale -93 IA Bidg.\DRstaffrpt.doc 9 M r,rwm +s sass Staff Report to the BAR L2000 -0060 Segale Building 931A There are no other buildings that the BAR has reviewed that are of the same length, height and proximity to the street in the City. Other buildings reviewed and approved by the BAR that can be used for comparison purposes in the Tukwila Urban Center are the Target development on Strander Boulevard, which is approximately 300 feet long and approximately 40 feet from the curb. There is approximately 15 feet of lawn and street trees between the sidewalk and the street. The Eagle/Lowe's Home Improvement building is approximately 315 feet long, however it is approximately 60 feet from Tukwila Parkway on the north. Each of these buildings is approximately half the length of the proposed building and they are setback further from the street. Modulation is provided at the corners through the use of bronze glass with one band framing a glass area recessed 18 inches. The same treatment of the glass frame with recessed elements will be carried forward at the two building exits. The main wall panel design will include a grouping of three horizontal reveal lines spaced 1 1/2 inches apart at the top and the bottom of the panel and scored 1 t/a inches deep to frame the cap and base. The remainder of the panel will have horizontal reveal lines approximately 3 inches apart, which will be 1 inch in width and 1 '/a inch deep. On top of the concrete wall panels will be placed another concrete panel, similar to the rectangular pattern of the bronze glass. These overlay panels will be spaced approximately 34 feet apart. The building elevation cturrently shows the concrete panel as having a square pattern; the applicant has agreed to revise the pattern to more closely match the rectangular pattern in the glass. The grid panel will be painted "Burbury Beige" to contrast with the color for the horizontal reveal panels, which is "Tavern Taupe" a slightly darker shade that is similar to the bronze glass used at the corners and building exits. This pattern is repeated on the east and north side of the building, however it is not replicated on the west side of the building. The north elevation indicates that the 16 -foot concrete wall that screens the north end of the generator /recycle area will be the horizontal reveal pattern. The original design of the building addition proposed an unpainted gray concrete panel with a vertically ribbed pattern as the panel overlay to the concrete panel with horizontal reveal lines. The pattern of the vertical ribbing was too busy and cold in appearance given the materials used, nor did the ribbing pattern match the other pattern elements of the building. The applicant revised the pattern to establish a more unified theme as the pedestrian or vehicle moves down South 180th Street. Additional modulation is provided through the use of landscape c:\my docs \Segale -93 IA Bldg. \DRstaffrpt.doc 10 Staff Report to the BAR L2000 -0060 Segale Building 931A planters at the corners of the building and at the building exits. The revised design of the onset panel provides a clearer and more unified theme of design and links the development more clearly with adjacent retail uses. Definition to the top of the building is provided by a two step cornice with definition of the base provided by narrow reveal lines. The concrete panel that repeats the glass pattern uses a smooth painted base to anchor the panel. That panel extends a little over two feet above building wall, matching the height of the glass panels at the corner and the exits. The building is proposed to be concrete tilt up painted in beige /taupe tones. As currently proposed, the building uses bronze glass at the corners and two building exits as major visual focal points. The glass will be modulated in two depths — a framing element will extend 2 '/z feet from the wall, with the remaining glass recessed 18 inches. The exit doors are designed to resemble entrances to the building. The doors will be bronze glass with metal framing. Behind these doors will be reinforced security doors. The metal coping, flashing and mechanical screens are proposed to be an almond color. The color scheme is illustrated on the color board, Attachment G (to be provided at the hearing). The color scheme uses soft colors and earth tones. 4 ' As noted under the landscaping discussion, a wall will be constructed to screen the west side of the generators. The wall is proposed to be 6 feet of CMU material topped by a 12 foot high metal panel the same color and pattern as the screening of the mechanical units on the roof. An example of the generator wall detail that is being constructed for the 931 building is found in Attachment C. Attachment B illustrates the type of lighting features to be used on the site. Pedestal lamps twelve feet high are placed on either side of the three pedestrian benches located along South 180th Street. Up- lights placed in the planters are used to highlight the glass elements of the building at the corners, building exits and the entrance on the east -side of the building. Wall surfaces will also be accented with up- lights at the six locations along S. 180th St. where the wall panels are set forward of the building line. Two wall mounted area lights will be installed on the west -side of the building to illuminate the generator area. All lamps will be high- pressure sodium. Light levels will not exceed 2 -foot candles at the street or property line. The rooftop mechanical units will be setback approximately 35 feet from the edge of the roof and screened with metal coping. Two perspectives to be provided at the hearing will illustrate how the mechanical units will appear from the north at c:\my docs\Segale-93 I A Bldg. \DRstaffrpt.doc 11 w �.,...,..... w..- �r. e•,+ sleH, �l+• rvi+ L± t7a% �7447eV, wWtRYYP .na0.'!^�wrv.�v...........�_ INY,lL'kcKW Y+'?�t dF�r ",?trrvYN�.'F.! ",! :'l�7sYw•n +�....... Staff Report to the BAR L2000 -0060 Segale Building 931A the movie theatre site and from Andover Park West. TMC 18.50.080 requires that Z mechanical equipment be setback at least 10 feet from the edge of the roof and not exceed 20 feet in height. The mechanical units are approximately 12 feet in w height. JU. U0 An area for recycling and garbage collection has been set aside on the north side of the generators. The wall that screens the generators from view is left open to =. allow access for collection. This open area will be visible from the street u- w0 5. Miscellaneous structures and Street Furniture. IL? A. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape; = d B. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. w Z Z 0. w uj Response: Three pedestrian seating areas are provided along the front of the > 0 building. These areas are spaced approximately 200 feet apart. Lighting is o co provided at the seating areas. A bicycle rack is provided the eastern building o I— entrance. Attachment B provides illustrations of these two structures. No signage = 0 is proposed at this time; a sign for the site will be brought back to the Planning �. Commission for review and approval at a future date. .. Z V co H i 0 Z CONCLUSIONS 1. Relationship of Structure to Site: The new building is an addition to an existing 89,200 square foot building, which is being used for telecommunication purposes. The site is flat although there is a slight grade change of approximately four feet between this parcel and the parcel on the west. The height of the building, 26.5 feet, is less than the maximum permitted in the TUC, which is 115 feet. The proposed addition is located in the Tukwila Urban Center (TUC) district, which contains a mix of retail and warehouse -type uses. Unlike the retail buildings in the TUC, which usually have a great deal of distance between the curb and the building front for parking, there is only 24 feet between the curb and the north building wall; five of these feet are public right of way and currently planted with grass. The site plan proposes that c:\my docs \Segale -931A Bldg. \DRstaffrpt.doc 12 Staff Report to the BAR L2000 -0060 Segale Building 931A the sidewalk meander across the front of the site which results in the sidewalk varying from 2 /2 feet from the curb, to 16 feet from the curb. Several design elements are provided to ease the transition from the street to the building, particularly given the length of the building and its proximity to the street. Three benches for pedestrian seating are located along the length of the building. The first bench is located approximately 100 feet from the northwest corner of the building. The benches are spaced approximately 200 feet apart. The square footage of the building that will be used for warehouse versus office has not been determined yet by the tenant. As a result, it is not possible to calculate the number of parking stalls needed for the building addition. A special permission request has been received for approval of off -site parking to serve the building. This request will be reviewed by the DCD Director. The required number of parking stalls will need to be reviewed as part of the building permit application and the site plan may need to be revised or shared parking agreement may be needed if additional parking is required. Relationship of Structure and Site to Adjoining Area: The site is located in an industrial park, although this parcel is zoned Tukwila Urban Center, while the remaining parcels in the park are zoned Heavy Industrial. The parcels adjoining on the north, west and east are also zoned TUC. The adjacent buildings are setback further from the street than the proposed addition. The height of the adjoining structures is similar to the proposed addition. As noted earlier, a minimal amount of landscaping is proposed on the west edge of the site. A better transition needs to be provided between the proposed building addition and the property on the west through the addition of other plant materials. Pedestrians can safely access the entrance to the building addition via a pathway that connects the public sidewalk to a sidewalk. A loading area for bringing in the telecommunication equipment is located north of the generators. c:\my does \Segale -931A Bldg.\DRstaffrpt.doc 13 -.......+.. wrumenxwnrt+. w• wwuv«+ r+ �xw✓ a�uvw#' ia7�7!' Y. pA:l 4'. is64vR+ �vra�a.; n.+... n., .,..,..,...— „.......,..- .m,... i ....•.-.-..•—•.,«•.,-,••,•^• H++”" swN: wCiri%l Sfrcxn `.;;+£.�x�+rarr�iw_w...,..... _.._.. w ce 6 _. 0 00 III i. J 1- CO tL: wO d, z� �- 0' z I- w uj U� =U w a —O ..z 0— 0 Staff Report to the BAR L2000 -0060 Segale Building 931A 3. Landscape and Site Treatment: a The building is setback 18 feet from the property line; the 18 -foot area is used for sidewalk, landscaping features and pedestrian amenities. Planter boxes are used at the building corners and at the two building exits to provide visual interest and modulation of the building. Seasonal plantings will be used in the planter boxes. Street trees, Flame Ash, will be planted on either side of the sidewalk where the site permits. The landscaping plan notes that the street trees will be 12- 14', branching at 7 feet but does not indicate the caliper. The applicant has indicated that the street trees will be 4 -inch caliper in order to provide a larger, more mature tree at the streetscape. The landscaping plan should be revised to indicate the caliper or gallon size and the spacing of plant material. The landscaping plan does not show plantings on the west edge of the parcel. There is currently a five foot strip on the west side of the site that was formerly landscaped. A fiber optic duct bank has been laid in the former planting strip, covered by controlled density fill with approximately 6 inches of fill placed on top. The property on the west was required to provide Type II landscaping along its eastern side through the BAR process. Additional landscaping is needed on the western edge of this site to screen the proposed building, particularly given the slight grade change of approximately four feet between the two sites. A mix of periwinkle, cotoneaster and kinnikinnick will be used as groundcovers. As these groundcovers grow fairly slowly, it will be important to keep weeds from infiltrating this area while the groundcover is getting established. The landscaping code requires that living groundcover cover 90% of the landscape area within three years of planting. 4. Building Design: The building design is typical of combination office /warehouse buildings. The majority of the construction materials will be concrete. Visual interest and building modulation have been added through the use of glass at the corners set at varying depths to provide additional modulation. Scored concrete panels mimicking the glass pattern are interspersed with the painted concrete walls inset with reveal lines to vary the texture of the building. The panels mimicking the glass pattern currently show a square pattern rather c:\my docs \Segale -931A Bldg.\DRstaffrpt.doc 14 Staff Report to the BAR L2000 -0060 Segale Building 931A than the rectangular pattern of the glass panels. The applicant has indicated the design of the concrete panel will be revised to better match the rectangular shape of the glass panels. As noted earlier, the wall to screen the west side of the generators will be a combination of CMU material topped by a metal panel the same color and pattern as the screening of the mechanical units on the roof. The generator screening wall design and materials should match the materials and design of the main building rather than the mechanical units. The building is unlike others reviewed and approved by the BAR in the City in that it is 660 feet in length and setback only 24 feet from the curb. An area for recycling and garbage collection has been set aside on the north side of the generators. The wall that screens the generators from view is left open to allow access for collection. As this open area will be visible from the street, it should be gated to screen the recycle collection area from sight. 5. Miscellaneous Structures and Street Furniture: Three pedestrian seating areas are provided along the front of the building spaced approximately 200 feet apart. A bicycle rack is provided at the eastern entrance to the building. RECOMMENDATION The staff recommends approval of the design of Segale Building 931A with the following conditions. Revisions to the landscaping plan and building design will be reviewed and approved by the Director. 1. Landscaping a) The landscaping plan must be revised to indicate the spacing of all plant material. In addition to the size in height of materials, the caliper and gallon sizes should be indicated. Street trees will be 4 -inch caliper in size, as proposed by the applicant. b) Additional plant materials must be provided at the west edge of the site to provide additional screening and transition between this site and the adjacent property. 2. Building Design a) The west elevation of the building design must match the design of the remainder of the building. b) The materials used for the wall screening the generators must be consistent with the design and pattern of the building. c:\my docs \Segale -93 IA Bldg. \DRstaffrpt.doc 15 Staff Report to the BAR L2000 -0060 Segale Building 931A c) A decorative grid pattern gate must be provided to screen the recycle area from view. c :\my docs \Segale -931A Bldg.\DRstaffrpt.doc 16 z •Q • w mo: • •:J U.. U0, tow` w = • w • J: F _,' • •Z �..: ''Z • ;w w: :0 • (A`;. 2w tL F" O_. : LLI ,U c; • 2 State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E- mail: tukplaneci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I Mark Hancock (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. This affidavit is for the posting of the Notice of Publ i c Hearing, dated 10/13/00. I certify that on Oct . 13 , 2000 the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at 6101 S. 180th, Tukwila so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number L2000 -060 . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) da .. a Notice letter. Applicant or Project Manager's Signature On this day personally appeared before me vo,�.to to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this GEORGE L. HULL, JR. p NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES DECEMBER 15, 2003 It. � day of CZ) Z,cscsa NOTARY PUBLIC in d for the State of Washington residing at My commission expires on t lS l03 Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director OCTOBER 13, 2000 CITY OF TUKWILA NOTICE OF PUBLIC HEARING PROJECT INFORMATION Mark Hancock, for Segale Business Park, has filed an application to construct a 130,000 square foot telecommunications center building adjacent to an existing 89,200 square foot building on a 7.2 acre site located at 6101 South 180th Street in the Tukwila Urban Center. You are invited to comment on the project at the public hearing scheduled for Thursday, October 26, 2000 at 7:00 p.m. before the Tukwila Planning Commission, acting as the Board of Architectural Review. The hearing will take place at Tukwila City Hall in the City Council Chambers, 6200 Southcenter Boulevard. To confirm the time and date before the hearing, call the Department of Community Development at 431 -3670. For further information on this proposal, contact Carol Lumb at 431 -3661 or visit our offices at 6300 Southcenter Boulevard, Suite 100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Other known required permits include: • Land Altering and Grading • Building Permit FILES AVAILABLE FOR PUBLIC REVIEW The project files are available for review at the City of Tukwila. To view the files, you may request them at the permit counter of the Department of Community Development, located at 6300 Southcenter Boulevard, Suite 100, Monday through Friday, 8:30 a.m. to 5:00 p.m. Please call 431 -3670 to make sure the files will be available. Application filed: Notice of Completeness Issued: Notice of Application Issued: c:\my docs \SegaleBldge931A \pubhear -not September 11, 2000 September 15, 2000 September 18, 2000 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 VICINITY MAP 705 OMffR & APPLICANT: SEGUE BU5NESS PARK P.O. Dos 66070 11.004*. MA *0130 -7076 *7114: YARN NANC= 700- 575 -7000 01)371099: urn; 04 Stitt. Pt P.5 AMP AM 0. 5ClL P.C. 15100 6[011004 AC17. STE 302 , [04000. MA 111057 » -*0l -0151 PROJECT ADDRESS: 6101 504114 16010 SWIM 004N1A. MA 16136 TAX 1.0T NO: 357704430 ABBREVIATIONS KEY: 51 Ca0NC DUO nn 74 V MOULT [910017[ IMMO CATCH 64561 CO Mp 1041 CONCITI 1009.7070 55504K [1710404 &mom 10107T`a 100010 101 100040 P0 -SSn PSI 00 Vµ541 (MINT TUT TE10AL DESCRIPTION: 10 7. O0 0 11504 pew 747 ON •.46 -11- 7076=0 17 104417601 0(446 44* ME 10 1311601111. 01994 0 .*E [05476. 5090411011 007 /91044117 030000 4 DOPY 1147 100791 re 6E 60014•117 01701" 0 711' 40640.61 099101 0 000I 31. 7507.0 76 40741. 774 4 U67. *Y. M 90 1010010. 00917001 030190 AS I011.00: 014000 AI PI 4061757 40001 00 111 0014.011 00•40 37 441 µ071A67 0041011 0 640 100704 31. 7404 60110 *7 00 11' 461 4379 M 004 100 110710. 10630 015 MKI 0141 07 0' 41' MT. 3100 raT TO INS *07114904 V 60410 Perm 61761µ0000U 1970 00104 11001 6061179 67 0' UST 400 67060110 044001 1017 00: 1014 400 OAS AM WOO 1[- EA*1016C 300375077000004* MOUE 4400535' 07' MI /WC 061140 0 uh PM 1104 10.111 07 IC SC 767. 3434 7001: 110E 10061 *7 60 0* 407. 06.74 707: 7104 074 07 or 00' 617. 44.70 010 M 700 1741 3711 or 00x0 11 PWIlls 404 MR 5, 501 SS 171 1, 701 GENERAL NOTES: 1. 7066105 - DOS 0070 b [470[7101. 47 R 01040 770 ONO 004 7174471037. P R 1140181 1101 1004010 006 554616I111701. WpoUti PMS5070 MOU.10, 040 7. 5..181na - 105760 070711010104[ ppx MC 645[0 ON SPOTS storms. PA4su6NI 7)1µ5. WADS 0441 161 0906707100 010447[47 If 5I141 041011 P0, 41 111404 10141005 SIM AM 0111011101. M [04100010 SWO a *1040 SERE 770 00104704 4O04704µ MI MS 505M[0001 00*1411041 6704 M 707701940 AC{05415 449 9041 71[10 10*n 041 1014190 71*1o* WPM RR TO 5019174104. 7141 01 -04.1. 04646[6 I0 0505 104101 D 1400 -01 -5551. WWI Spill 3. ICRO 11-5 1 ll03 C0O60 - Tdp01P10 17060 01 MI5[ 01410005 K •500 01 MINN( 7ro 009015 50741151. Rµ5. 10701 100 ITU PKpu110N 710.40[0 *1 50511 01524(1 IAN. MUTT 4. ON 037 wtm - 105 030600 45504[5 OPT 04 74090[0[ 100 WILMS 10 6I ♦ail* clip 0(0 047940 02560 7045 040E 0310 7)701000 7)7041[7 *61 6E M44M0 71415 M. 10477101. 007 5,400 04 7445 0106100. PARKING COUNT: 1014 17462 MUM - 150.000 S0. 0.. 1 S74P KS 7000 S0. 0..65 57465 4100.816 [007µC7 SPACIS - 300 - 16 SPACES P/090 SPACES P00µ060 5103090 CO W AC1 404 *5515546 ON -5476 16 6 07 -500 ,7 13 0 1014 33 19 1 /�I'rc6A[ 1/I 610 MC 1107047 ]5 -7] -4 44 MI 7014 SOUTH 180TH STREET scr 604: 1' * *0. 510009 WNW. NOW 1476 BASK 0 04101 R A 4**0*0 SPINE 510 A7 4741 1017001700 OF 511µ1 001 71' * SEMI 010 'A'. TIP • 7711 0(11 01,14111 n hat 41.70011 0 4*0*7[CRAy n *m11µ453 io 2711*. 717). -- - _ �_ _ �_ _ ___ ,.P 1ANry 6, KW MR k 61Rip. M. 0 0101 CIV*4 - 4 70 ow 6 a •�-A���,O� Sa ��J+I..�!6�* Yl.�e 566 *� 5 ,6 v4 PN.OPY. 109. 0µ50O TEAM .004µ101000M wµ1 I y3Pi "�1:ya� T��' Lr1��rar;,�..,�.� S j iii 4111= `..... _ .114'11 RANK* I 190. M., - •,• A0K0 706[0µ4[A1 7NSf�R4*71 MON. VP. XMp /- RT. r- 046. [471704[* Sw .0 ]5.7)1.41 1/1 5CMp 041 1 1Y 1141* �1 610 760 707411 9- E.PO«i! 6.10• e • n' 35.05' 1_ 63 0 9 5 5 5 S 5 i 11 - jPROPOSED GILDING 931q/ / - / 70171700010E . 130070 00 0 l - / M1*90 R \110. 33.0 (6 v \ Tna Rif t: EXISTING BUILDING 931 IX 00G 041 ■■■%F1nT7ITILIE MMMMM M111373a 7!2=717 ■■•1 ■■■i l sion ■ cminio atilt _11 SEGALE DRIVE "D" CONCEPTUAL SITE PLAN OK CI 10 316 -0e *•900 40. C1 01 "g rew...4 441, QAS- P.T. AV/ Z :F- W . JU 00 Co J = I- N LL W 2 ga I-W Z I..., 1- co Z I- W W .0 0 -. .0 I-- W W. LL O w U= o z Design Review Criteria Response 10/13/00 1. Relationship of Structure to Site RECEVED OCT 13 2000 COMMUNii ri DEVELOPMENT la. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping and pedestrian movement. Response: The goal of the design of the building facade and streetscape design is to provide a unique experience for the pedestrian wallcing in front of the building as well as the motorist driving by. The design provides a visual experience that is a relief from the existing environment of curb, linear sidewalk, street trees, parking stalls and continuous wall. The design accomplishes this by moving the pedestrian through a distinctive meandering sidewalk along a park -hlce area that separates them from the street. The movement patterns created by a curving walk constantly change their sight line and focal points within the space, helping them to appreciate the different planting areas, wall textures and surface treatments. The planting materials change as they move through the corridor within the space, and release them at building corners, casual seating areas and entries as they move along South 180th Street. The motorist, who drives by the site, sees the streetscape from about 36" to 48" above the curb. At this elevation they will not only see a variety of landscaping, but planting that varies in height from a few inches above grade to 48" shrubs which fill the area under a canopy of the trees, and landscaping that also varies in depth as a result of the meandering walkway. At the entries and the corners the canopy of trees that screen the top of the building from view disappear, and decorative planting that occurs in raised bedding becomes the focal point against a backdrop of glass. The change between the canopies of the trees along the textured wall surface to the_Qpe , storefronts provide eye movement that accents the entry areas, which provides additional visual relief. The treatment of the building facade, though screened by the landscaping, will have a variety of elements that will provide interesting surfaces for the passerby to enjoy. These elements are described in item in 4a below. lb. Parking and service areas should be located, designed and screened to moderate the visual impact of large paved areas. Response: The site plan has been designed to locate service areas, mechanical support areas and parking areas behind the face of the building and away from the public area along South 180th Street. This design allows for a user - friendly streetscape free from cars and equipment. Loading dock areas and dumpster areas are located behind the existing building and are only accessible from the private streets that serve the site. Parking areas for service trucks are provided at the rear of the existing building. Convenience parking for facility visitors and employees is provided at the east end of the building, accessible from the private street that fronts that side of the site. This area is screened from view by existing mature landscaping at the corner of South 180t` Street and Andover Park West. Landscaping along the private street consists of mature street trees and groundcover that further buffers the parking area. Landscape islands that are adjacent to the last parking stall break up the parking area. Additional adjacent offsite parking is screened by existing landscaping. Mechanical areas for emergency generating equipment Attachment D 'f��ac�t`9n'P— +'H- .t.xm+im. ..........,.,.... e��....,.....,..._.........Ni:Y myc-. w-++ r. �vmzvi•+ anz�+ M;+ �s: +AFs'oCM�ih+.:^W3�N.al+,s...,.. en...u....» ,,,cw.. .�., . , ....,... t. Building 931A Design Review Criteria Response, 10/13/00, page 2 provided by the tenant will be located at the west end of the building behind a screen wall which is parallel to South 180th Street. The tenant will provide screening along the west side of the units. A recycling area is also screened from view near the northwest corner of the building ~w lc. The height and scale of each building should be considered in relation to its site. UO Response: The building has been developed to meet the minimum height and size requirements co w of the tenant. The building is 25' from the curb face to the building face panels. It has been kept as low as possible to minimize the visual impact from the curb line, with an average height of u- 25' above existing curb. This relationship creates a low profile that minimizes the impact of the w building on the street. To reduce the perceived building height from the curb all mechanical equipment is placed 35' back or more from the face of building. This position was selected so u_ that the mechanical screen will not create a shadow north of the building face during the winter = a and be least visible from a distance. Z Building modulation has been provided at the corners and entries. At these locations the exterior z o facade has been extended outside the functional area of the building's structural envelope. These 2 uj features have been designed to create focal points at the building corners and at third points v N along the facade without compromising the tenant's need for an interior wall surface in a single 0 i.- plane. = w Pedestrians acid motorists passing by will only see portions of the proposed project at a time. z The design elements projecting out from the building wall along the street have been located to v modulate the facade and to focus the attention of the motorist or pedestrian to the entries and o corners. Areas between the major elements have received surface articulation, color, texture and z vertical modulation that will provide rythmatic patterns which will add variety in those facades for pedestrians and motorists. Vertical modulation has been used to strengthen the visibility of the major elements at the corners and third points. Between those areas vertical modulation of the wall panels is used to provide a variation in vertical height that will create a more interesting building facade from a distance. 2. Relationship of Structure and Site to Adjoining Area 2a. Harmony in texture, line and masses is encouraged. The South 180th Street corridor, the Southcenter Parkway corridor and the Andover Park West corridor contain a wide variety of surface materials, textures, colors, entries, hardscape details and building design. The buildings vary in height, length and setback. Most new buildings near the site are linear strip retail structures and have a low profile with vertical entry elements. Newer buildings that are further back from the streets have additional vertical height at the entrees to draw attention to those locations. No strong theme or pattern exists as the area is currently in transition and may remain so for several years until redevelopment occurs. Building 931A Design Review Criteria Response, 10/13/00, page 3 The site requires a design that will age well in time and will blend with future work near the property. For the size, length, and use of the property a pleasant non - intrusive design is required that will be a subtle and comfortable to be near. zz _1 The height of this structure is appropriate for its location on the site and is less than many of its w adjoining neighbors. The lines of the building are linear, which is appropriate for the size, and 6 no longer than some of the retail buildings along Southcenter Parkway. The entry elements are U o at an appropriate height based on the relationship to the street to avoid being out of scale with the can w building facade. - i_ U) u_ o 2b. Appropriate landscape transition to adjoining properties should be provided. g J Response: A mature landscape transition to the private street on the east side of the property is N already in place. There is a landscape transition to the adjacent property on the west provided by -1 w the adjoining landowner as mutually agreed, with additional groundcover provided by this z i project, as shown on the landscape drawings with this submittal. North of the project is South F- o 180t Street, with landscaping proposed as shown in the drawings with this proposal, and south is an existing building, which backs to a private street. D 0 U - O 2c. Public buildings and structures should be consistent with the established neighborhood o 1— character. z o Response: Tlie building size, materials, entries, colors and landscaping are consistent with the z wide diversity that exists in the neighboring TUC zone and the adjoining business park. All of . v the design elements are found throughout the TUC, and this proposal will blend comfortably p 1 with the older projects along South 180th Street. Z 2d. Compatibility of vehicular and pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. Response: Public pedestrian areas are separate from parking, circulation patterns and service areas. Where private parking areas are occurring, the circulation is dead -ended and the number of parking stalls are srnnll in number, which minimizes conflict and potential hazard. 2e. Compatibility of on -site vehicular circulation with street circulation should be encouraged. Response: Street circulation and on -site circulation are compatible. All necessary parking and circulation for parking is done on -site, with additional parking spaces provided on adjoining property to meet code requirements. Loading and service areas are located so that they do not interfere with circulation of passenger vehicles. Driveway curb -cuts from the property along So. 180th Street are being reduced from four to only one. .rrro"wYorr'. ...N!' ... F�i4:h,1?fd4' t' , i' iAr�. fa�.'anwmn. +•.r� +..:.........., Building 931A Design Review Criteria Response, 10/13/00, page 4 3. Landscape and Site Treatment 3a. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized, preserved and enhanced. • z Response: There is little grade change along So. 180`h Street. The development will create a 2% v slope from the building to the street to facilitate drainage co 0 co • LLI 3b. Grades of walks, parking spaces, terraces and other paved areas should promote safety and provide an inviting and stable appearance. • LL, 2 Response: The new sidewalk will meander along So. 180`h Street and will maintain a slope of not 5 greater than 2% cross slope. The meandering walkway will provide an interesting, varied wallcing experience. At each of the entrances and bench areas the pavements will change to a I square scored pattern. Z � �- 0 3c. Landscape treatment should enhance architectural features, strengthen vistas and w W important views, and provide shade. n o, U O(12 Response: Street trees will vary in distance from the curb and will be planted on both sides of I-- the sidewalk. The canopy of the trees will connect and provide an overhead trellis of branches = - v and shade. This style of planting will create constantly changing sight lines and focal points. o; The trees also'provide -a break -up of the building facade while bringing down the scale of the w z. building. Tl#e planting of narrow growing coniferous trees at irregular intervals along the.._ building facade will help to reduce the scale of the building and to provide year -round o 1- background color and texture. In addition to the conifers, a connecting mass of shrubs with z mature heights of 4' will also be planted adjacent to the building. These shrubs will be selected to provide a variety of seasonal color with flowers and fall color or leaf texture. Groundcovers are planted to create space at the edge of the sidewalk so that the walkway is not too crowded with larger shrub plantings. A theme is created at each of the entrances and at each of the bench areas. Landscaping adjacent to the building has been selected to allow pedestrian visibility of the building.features. Along the street an 18" height clipped hedge at the base of planter walls and lawn meeting the hedge from the sidewalk is provided. This theme will accentuate a long low planter with a clean, trimmed look. Above the clipped hedge at each of the entrances facing South 180t Street annual color will be provided in raised beds. The pedestrian and motorist will have short focused views back to the building of annual color, which is reflected in the glass of the building. 3d. In locations where plants will be susceptible to injury by pedestrian or motor traffic, mitigating steps should be taken. Response: The appropriateness of planting is taken into account by keeping tall plantings away from both the sidewalk and the street. Lawn is continuous along the street to maintain views and a margin of safety between the sidewalk and the street. The street trees are planted large enough to have branching begin at a minimum of 7' above grade. Building 931A Design Review Criteria Response, 10/13/00, page 5 3e. Where building sites limit planting, the placement of trees or shrubs in paved areas is encouraged. Response: All the planting areas appear to be of sufficient size and planting is not limited. Sidewalk locations have been curved to allow larger trees to be planted in various areas. 3f. Screening of service yards and other places, which tend to be unsightly should be accomplished by the use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. Response: The emergency generators placed along the west side of the building and extending north to within 35' of the sidewalk will be screened from So. 180th Street with a 16' high solid concrete wall. On the pedestrian side of the wall, to the north, a heavy screen of evergreen planting is provided with a large growing conifers (i.e. Incense Cedars) and tall evergreen shrubs (i.e. Rhododendrons). The recycling area near the northwest corner of the building is screened. 3g. In areas where general planting will not prosper, other materials such as fences, walls, and paving of wood, brick, stone or gravel may be used. Response: No areas like this exist on this site. 3h. Exterior lighting, when used, should enhance the building design and the adjoining landscape. Lighting standards and fixtures should be of a design and size compatible with the buildind. and adjacent area. Lighting should be shielded, and restrained in design..,, Excessive brightness and brilliant colors should be avoided. Response: Two existing streetlights illuminate South 180t Street. They are 450' apart and approximately 100' from each end of the building. Pedestrian lights on 12' poles are proposed at each side of the three benches, to highlight the bench areas. The light poles and luminaries shall be bronze in color that is the same color as the window mullions and compatible with the building color scheme. The building will be lighted at the five glass building elements with up- lights hidden in the raised planters. Recessed glass areas will be down - lighted. Wall surfaces will also be accented with up -lights at the six locations along So. 180t Street where the wall panels are set forward of the building line. The parking lot to the east is lighted by two existing parking lot lights on poles. The west end is lit by two area lights mounted on the building wall over the emergency generator area. All lamps are high- pressure sodium. Light levels will not exceed 2 footcandles at the street or property line, and lights will be shielded as necessary. 4. Building Design 4a. Architectural style is not restricted, evaluation of a project should be based on quality of design and relationship to surroundings. Response: The architectural treatment of the building was selected to be compatible with the surrounding buildings, the existing building on the site, the neighboring buildings in the business park, the design intent of the City Comprehensive Plan, and tenant and owner goals and needs. y.... + .RMele�nhwxFrx/er >w.. .. »... ��.. s., w. r!,. �wr.: �cvN�. t.:^ 7r��4'! �;a`77Y5A6v�+2i'ar?eimvme^.+�.. �......_,. »�..... —. -... ...__..,_.,...,.. ...,.,... ,.,. ... .....• rte! r- N•K1i�'.i: ;sfp�!rti,YO.,.�J____.a Building 931A Design Review Criteria Response, 10/13/00, page 6 The surrounding buildings on the north, south, east and west are all different types of structures and uses. The site is located at the south edge of the TUC zoning. With its location between South 180th and the HI zoning to the south the building design is intended to provide a transition to the zoning to the north and the south. To do this it needs to respond to uses on all sides as well as being designed in a manner appropriate for its use. The structure to the east is a two -story concrete office structure. Its exterior is board -form concrete with a natural aged concrete finish. The building to the west is a retail box store that is currently used for the sale of home furnishings. It has two high entry elements and a painted concrete masonry exterior. The building directly across the street to the north is a smooth painted finish concrete tilt -up building that is used for retail sales. Its design features large square windows that are corners, a broad area of smooth walls, and an awning as its major design element. Of the three neighboring buildings visible from South 180t the proposed building addition is lower than any one of the other structures. The proposed building has been designed to have its own character and blend with its neighbors. To do this it utilizes strong entry elements like the surrounding buildings that create focal points along the street. To facilitate a transition between the focal points the design provides graphic patterns on the wall surfaces. These patterns provide changes in the wall surface that visually modulate the facade. Additional character is added by the variation of the plane of the exterior wall and changes in height. The individual elements of the exterior wall surface are designed in a traditional way. Each panel has a base element, a surface texture, and a cap. Two major patterns of rustication are used. The first pattern consists of horizontal elements that vary in width and 'd4pth at the base and cap of the wall surface. The second pattern creates a lattice.like effect, which emulates the pattern of the steel frames at the entry and comer elements. Some surfaces have a cornice element that provides additional visual character. All of these elements are screened and softened by the street landscaping and enhanced by the site lighting. The building features three focal points elements along the streets and a major element at each corner. All of these elements are projected beyond the building surface about 18 ". Each of the elements has a planter at its base that is constructed with broken face Kahai Block to further draw the eye to these focal points. Each of the elements is constructed as a painted steel latticework That is in -filled with bronze glass with a colored backing set in a medium bronze frame. Within each entry or corner element is a recessed area that is lighted at night with soffit lighting. This recess provides surface relief and creates a strong frame element that strengthens each focal point. Color is used in the design to create a harmonious feeling between the various surfaces and textures and to emphasize the patterns and material changes. A series of earth tones was selected because of its compatibility with other structures and its ability blend well together. The various surfaces are painted with tones from the same family of color. The change in tone of the wall color will be used to reinforce the variation in surface patterns from surface to surface. The glazing color and framing are designed to blend together but still have enough contrast to provide a design statement. The base building color is selected to reduce the building mass and work well with the north light. The light earth tone will heighten the effect of the articulated patterns in the surface through maximizing contrast in all lighting conditions. eftl A.6.1.. H, fW.. Ci!. ril. YqC. ,V.;ffl'irP' %!:Y,,N4k.tiN(,l,!w .Mzwa Building 931A Design Review Criteria Response, 10/13/00, page 7 4b. Buildings should be to appropriate scale and be in harmony with permanent neighboring developments. Response: The building height and length are proportionate in scale, and the building is appropriate in scale to the neighboring buildings. Its exterior materials are selected to compliment its neighbors, and give a permanent appearance (see item 4a above). 4c. Building components, such as windows, doors, eaves, and parapets, should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of a structure. Response: Building materials and components have been designed to relate to the size, scale and length of the building. Only prefinished metals, anodized aluminum, architectural glass, enameled steel and concrete have been used on the exterior to assume long lasting quality. The material and architectural components have also been selected to provide for low maintenance. (see item 4a above). 4d. Colors should be harmonious, with bright or brilliant colors used only for accent. Response: Building colors have been selected from natural tones and no primary accent colors are used. Seasonal landscaping is used to add color around the building (see item 4a above). 4e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened'from view. Response: A mechanical screen has been designed to obscure vision of rooftop mechanical equipment. To minimize visual impact, the screen has been set back approximately 35' from the north edge of the building. The screen also will be finished in light beige to visually reduce its scale. The emergency generator area on the west end of the building is also screened with a screen wall, that is softened by landscaping. 4f. Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. Response: Exterior lighting is used as a design element in the streetscape. It is used to enhance the environment with decorative pole lights at the seating areas, and uplights in the planters to provide architectural interest at the corners, wall surfaces, and the entries. 4g, Monotony of design in single or multiple building projects should be avoided. Variety of detail, form and fitting should be used to provide visual interest. Response: The exterior design utilizes many separate surface treatments and elements: 1) modulation of the facade at the corners and the entries, 2) raised planting beds with surface texture, 3) streetscape features such as benches and textured paving, 4) variation in facade height, 5) variation in surface materials, 6) variation in surface texture, and 7) utilization of color. The use and blend of these techniques create a building facade that has a variety in forms and details that provide a positive visual experience. 17 0541 Building 931A Design Review Criteria Response, 10/13/00, page 8 5. Miscellaneous Structures and Street Furniture 5a. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and proportions should be to scale. Three iifFerent pieces of street furniture are proposed for the street improvements: benches, pedestrian light poles and concrete block planters. The proposed benches are metal and bronze color, in harmony with the building color scheme. Similarly, the light poles are in the same color scheme. The scale of the lights relates to the scale of the pedestrian. The planter walls are broken face concrete to complement the concrete face of building panels. 5b. Lighting in connection with miscellaneous structures and street furniture should meet the guidelines applicable to site, landscape and buildings. The proposed light fixtures will not exceed more than 2 footcandles into the street or at the property line. This applies to the building wall lights and area lights, and pedestrian pole lights. 6. Consistency with adopted plans and regulations (TMC 18.100.030). Demonstrate-the manner in which the proposal is consistent with, carries out and helps implement applicable state laws and the regulations, policies, objectives and goals of- the...,. City of Tukwila Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and the objectives of the City of Tukwila. Response: The proposed project will provide the State and the City with new, unique and essential technological services. This project will diversify the City's economic base, and keep the City competitive in the regional, national and international marketplace. It addresses directly the City's Comprehensive Plan TUC Goal 10.1 by responding to the evolution of market conditions, "opening new opportunities," and helping create a "high quality environment for workers, visitors, and residents." It is an environmentally clean industry, and a permitted use within the TUC zone. The proposed project as designed provides a pedestrian friendly environment with a safe attractive facility that is consistent with the goals of the TUC zone. TNl 110117 DR lsmmmw. FARM 56750' 09'E SOUTH 180th STREET 766.93. MOM. IMO cva 151 71011 ?Lunn m nom TNl IIU �•cmamoPar...cxm rsuv �,Qw .G — 1 ■ ' �gctn�.mw.�v'�Il;!E��riiM"„ ��n� �•n,�- w:.p.A� fi!li3161E.,...��..yw�.a T.,.Ta. Sao �sa�.I� T...1a• �as�j'bi?�� p.a1 ®1110 WOW 411 HEW ADDITION .:Iy11t111� 4n•r EXISTING PARTING 7nMATa MOM. L OW I Na 7T TA EXISTING BUILDING LOOM GOUT LOADING LOCK 5 57 50' 09' E 502.76' STAIR SECTION 1052,lifi. l4F.iZ3'+tA'CIl'+'ll„ '6eY7CyI, •,.'• SEGALE DRIVE D (PRIYAIE STREET) C� SITE PLAN O ENTRY PLAN C•U' -r LEGAL DESCRIPTION THAT PORTION OF THE SOUTHWEST OUARIER OF 114E NORTHEAST QUARTER OF SECTION 35, lOwN5NG 23 NORTH, TWICE 4 EAST. NIL IN LINO COUNTY. 04314201 N. 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LAS 11117711 nano Kett L. 0.171147 WOK (NUM0NVN•IILMtt 117211110421710741. 0041 K001M 10110 COMP Od1.0Hr.LMA MI/ 70 60111. 10A06/1101µ0 Oec0m 7 • NIL 1Km 11.7.1 LAW MALMO 1a 1AOML 1714100.114a1441. eDECIDUOUS 'TREE PLANTTN6 u 9.-0• S 8r 50' 09 E 801.70' SEGALE DRIVE D (RRNATE STREET) i i' PLANT LIST LANDSCAPE PLANTING PLAN SCALE: 1" = 30' Klo CO IS*, ..Of 1 NCO WC. MAW 0,61 ..i 1 rte. rrl r rat 1..01.1. e u IN STREET TREE PLANTING DETAIL • QAVA01a1•T46 06100001 10V1W101001416 6/101100106 •6OnK4IIM1o1e MM111101AaRl 0111.0 611 1109100 e u SHRUB PLANTING 4JYTrt:, 3. A4y+ :kf!`vlsS.;'A'TaW YSYStA 'I1vui:'itl^1C'il0'MY6,. :R11'1ti11.4" ammo MOW% eCONIFEROUS TREE PLANTING u 00 5EGALE BUSINESS PARK BUILDING 931A NAII101mrMac6nunw L 71117141.17 001111114/4711121101.11.41114144 c LtMn11•MIO•nTLOlM0111N 0.T•.1aTWT TO•aa1Ww01•17 L TOTALI.R1M010m 0ILY010411111 O 7171/1.1111131107724100111111717111177,1174171•114) • TTS 11WR9a1S•00 .1111 • 1461111111770774114711111071711141414111110177446111171111771 O M 0010.11014 90100 oS 4•140 1D4T7 1110110TNTa00n1LNDIA M O fp•771141.11 Irtt 41 6.400 0771 100400.•10 Ale 14100. 7. On• ®1.410• Lm LMOMNY1111700!!H MI 11.1041771111147044/11711141411470111,0171110111• 0.41•04147/111 41rt1a40■w UMW. an00 Wmum Y• L TOfaWtlCM0/111/12,1141147411/1/111,4474 01TN1AR0 MS L TOTa1MtlL01 411009x0 1161. • Ol 111•014. ORnf. 446014 M. O on O 1 O.1 MOM. 11177411.41.6111114 O b IWO.O0C.WA MAM MINIM • WC 6:L0a•1A0NL111.O ne•MNMKa • 170 TWAI4CI1AA1L019MQ 47111.1 ®41 7 TW 0014110.1116 1•19•75.1.47 4 a =0040 4160MM 11a•MAM1a0a M M 110.1040 O 00 8.1014111114 NAT* 01100* 11104111•1111 66 M Y6MNP1[114011G1WATKp1 41 04 OOI14AL0K1140TO 4A••011nwI1a • 00 NO11AM010.0A0a • M Ia1A1.0TMOA 0 11A 1110XIMMINCNONVIO m ILK 10.1 01141811.7111141 W 414 MCTWTA10M011111AW1 0=4= OS 0 r010401410I1•17 OA1611.1 TOIAS a OA a =0 6• aaa 0 010 • M•W r0W01•fA106 w w TLIIY•tpa100a 412/7114411114 .L/14104/1111101.0 04411.141111:711! E•01.Aat•A01IN4lt W AW 10.110110 PAL 1•■111 rm•004 931A PROJECT ,■■mItmminh J r SOUTI- 180Lh .11I T -1 01A11 O r•ClsONAMOIDOLoTt aq 11 .rn•••.ti a.A.7 M .0114. 0•31.0 0ana01MlmaO. „AM0 71..00000 YO•Dre••.'•••• Vl6W b10•••>•O •11a.1V 1472 41 WYOVA••1•••uo• m.M.rMOWIC.. v41)• 1I •a. m1.• ••n,°,.oa�.o.Mnnnwlel,rwl).awna !..Y.).e1••1•ml�.wa• Q4e1u...� n 1mwYmnlNYrmv •10111 NMI .ama•4 10.1•41uIn Ylarwro6. new/. ME moor. =mammy r m •WN110.nw .7 eDOUBLE CHECK ASSEMBLE L2 ........................ • igea.(:11=:2:t:7•• ••1111••••) � 1 k �) � 1111'' )"� , 11.••00• • ,b• o u:: :t • 11 1.• Oa L »1.:11.) 00.401. 1.,. rr• 00.1. 11.. •• 1.1.741 11.7 •.. •11 e u SLEEVE DETAD. 1,1W1.. 1.. ":iii 311.01 .. •. 00.1.11. 1.•. •vs•m1•wu e aw.w.vnsr obso IOW-Mi« 1 ANA POW •••m MANUAL DRAINVALVE •03 • Om K1A.••• e u REMOTE CONTROL VALVE w4■ric4:10a)Orstr i/Wi ta:\a:0l 17.00 LOA .uJw..w r.. e LZ LATERAL PIPE -POP -UP HEAD 9M-•4/11•1••••• x• La* .•_• ••10030•.l mores r1V.A 000 0..YC0.04t01t! - 12 QUICK COUPLING VALVE 11...1.0 SEGALE DRIVE D IRRIGATION PLAN SCALE: 1" = 30' LEGEND 51:021. OGS ®I • W. 1•W *000301041 O 110. 01 1114 0000 140100)1707. .• pr -Ur 3 *00 I14a1 Ir W7.0 031007)! 110 You 1® • Inc 010 we we= 4140 1741 • 1.1)u•1103 lama 100 Wirt MD X00 0311104 1n M OP 0 •11104000 140 I' 311010 MI 0000011 man sums Y 0300311. 4011 KM. TIT 4}010 en 03 03043 Ir tam m. ■010071 TAM 1 IR m. • 4;R.aM etwa- raga NOTES. mw mm ro loom 1 r� 100.100 rotor r1C 3009 00 *00=4300 000 410110 0 0101 1L YCHISOLI 1101.111m100Dtl 10 01100.7..OI 0= O= 3. 0071 .4 r.0114 700) 41710.111 r147 MO= MTH 1 mil ROT r 101.1 Do 140 run • p0• x1410710. 10•00 n numm 07)001 nal 0011. • TOM IOW URA 10011RU� 4 01 0ULL MTN Yen Wm 01 • 140 coMOm= N, O07 OrtMYMItm1 01 a• mar )01,1.1) 00100 17 4n 431.1.1 00 N.1R 1111.477 11101 COM 000 MOM 14161 MIL n 07 Nor Al 004 KM= 07)s1 III= 1 Male Y MVO= Of 001WII 7. amm011n n. 077710cu 17i 4)4 1111 lln0 Win C01011011271 001111.47011S 3 013 TO O m3 1003 10 OOCS. nu mO 1®. 1330 ILID MI 0 COWL, mM RITZ 11841Q1 04C • lmman= 1110701 0110:-001100 x10 110 0r 11100 I7n 1110.0 1 no nor 07 0111[1101 1101 4[0•• TWO= • 40x0301 0w00 n10 m Wu MGM 4300)17 000310 MIt10. 007001 1103 004 0711[030 114 4 741 1 3 Y 931A PROJECT z 0. z 0 F 1 .1•.1 L2 J SOUTH 180th STREET .W, MR �.6 Y YGM ....4 114 .1LLncnr _ DV= /I. ma ...II DM. DM. 0 pMq� jj. UM UM <.,,. (''F- 914.02 ��rY^fMyxcS�<`.. ..wia,::i�:a :. . tat,¢.z � ..- `Ma:. �. "k= +��x•.."`•. x"a •�;4.y::..x�' 'k rr:e� ii>i� � tea' �1941Z a' LL Mn !• Y SEGALE DRIVE D I 111.�i • rI - \•.�..1 1111• 111/4) (9 AREA LIGHT Z PEDESTRIAN LIGHT L3 •.! t, aK masls.u(LUtui ilLiNa;.+. <•:. OLIGHTING PLAN SCALE: 1" Y. 23 WALL LIGHT 0. NU z L3 z = 1- f.. W. 6U O 0 V) o. w= J H LL. W 0: a =a ui . z= z 1- uj O m • CI I-- W W, H U O . z W U � o z 6 VICINITY MAP HTs CANER & APPUCANT: SEGUE BUSINESS PARK P.O. BON 55025 14NMLA. WA 95135 -2025 ATTN: MARK HANCOCK 206- 575 -2000 ENGINEER: LAYTCN 14 SELL. RC. P.S. ATTN:.0191 0. SELL P.C. 15500 REDDON2 WAY. 5TE 302 REDMOND. WA 98052 425- eel -8151 PROJECT AGORESS: 8191 5W10 180114 SMUT TUNINLA. WA 95136 TAX LOT NO: 3523049120 ABBREVIAl10NS KEY: 0108 BMOC CL 001I211 UNE CR ODNCRETE 501810 1311 MOGAN ECM° 00/01241 Mnrisna EX DoSTIC R MOUNT W GTE YNK 0 MART ELUVAION 41 LARIL RUT LEGAL DESCRIPTION: L01 3, CM Cr 11AWKA 901 PLAT 146 66-05.443 IRS®O 1910008 RECD OED L1068 AU NO. 9311201•1, RECORDS K 00 0%NTY, WW410I0L HERE PMROKMRY GR01lm AS 0681005: 1181 Pc .I d TO SCARNALCT worms 05 RC I 0431 0)04168 OE 448001 33. Tow.. 33 AIM, RACE 4 L417, 80. M TIRO CO4JB,.A.WCIOIL aSCKIM A31a1OR3: C0W490 AT 514 400651 0000 K M swung WMTG 01114 00)508830 0)508868 Cr LA SECTION ]3: 110CE 3007N 01 50' 04 U67 ADM DC WORM 41[ MKS0. 4•.10 f[R: 110CL SOWN Or 09 51. 631. %00 ART T M SOUM M4v11 Cr MIN 19008 nu, INE 101[ P11T p KGRWR41106E SWIM 071 30' 01• SKI ND40 S10 SOWN I0JNM 108.93101: NOCE ICAO A CMS TO T(R NT 1W. A MORE 05 5008 Cr TARW A CD71R• NMI OE (7 33' 0• IN ARC 001NC( Cr 9341 ART: T ACC SCUM ON 44' 44' #CST, 341.50 RD: 5)0014 1•3410 971 50' 01' RC31, 13.33 ART: 1000 KO11 Or OS' 51• UST. 101.77 RD T NE TRUE PONT WM.. W0SCAPR0 5430841 IWNOIE SNIALRA PRESSURE RCC41W MN PAK1CM 500500E IKEA STOW DRAN SOLNL RUT SWAM 10E 1190.11 WAN WATER 4(101 1W CORNER 5211/4, NE 1/4 35 -23 -0 GENERAL NOTES: 1. p@ IMS - DRS 0880710 5 CONCEPTUAL. 0 5 MICWE0 ROC LAND USE 517400868.0 5 N31 ROMEO PD1 WNS1RIRfg8. 2. EXIMILLTILMES - COSTING MITT 1OG1015 SHORN ARC BASED ON YAMS 5LOMVS, PLANS, 11APS 8*0 701 *40844 031 PR0.4000 H7 SEGALL BUSINESS PARK. ALL UTILITY =AIMS ARE 817PRJOWIE. M 00044708 5141L BE RESPONSIBLE FOR MANID 8DOT01NL MUMS MPORWTIDI FROM 108 APPROPRIATE 400005 400 MULL PRO VERIFY ALL 1041015 PRIOR TO C04518565ION. 1NC OK-CALL CLAW PDR UTILITY LOGT4N 5 1 -800 -424 -5555. 3. 10POOR8PItt W 54050 10RKIN - TOPOCRAPI 510014 051 IM56 CRANKS 5 BASED a 888025 4440,5)5. PUNS, MAPS 810 0.0 91/0840001 PROAOE8 BY SEGALL 5581581(15 PAM, A. ON 9'510 WO48 - 115 DRAM° ASSW[5 TNT I)E MUCK AND UIU7E5 00 BC 6804 450(0 O4NX0 111E 94L➢90 9310 PRELOAD PROJECT sal. BC REMOVED. TN[V ARE, i3ER150RE. NOT 5440w 08 TIM M.G. PARKING COUNT: TOTAL SPACES REOUMm • 130.000 5O. R. • 1 SPICE PER 2000 50. R. • 55 SPACES ALLO8A0C CO4PIGT SPACES • 305 • 19 SPACES PARIK SPACES PROVIDED: 50010410 C04PAC1 804 ASSESSOC 01 -5RE 16 6 3 OFT-SCE 27 13 0 1011. 43 19 3 5(814[1 W44 8'101 NEW FIRE Ab• PRE NTNNO SOUTH 180TH STREET CS 0#548405 la 160 -561 6ttr" - - - _ -¢�- _ 5 !b••b•'i0�.�3T�i!• • -•. •- •1P4(8 CURB 44 G4RR, 105. 0 F1 CILWL - �- - - 07150• 5 n•••:.•••..><�.,,e,uu,rm 14 •',� �t,�+un i..D.aa ....9Y, m v+JDPt. TYP. GROUND RIGS � _ v p-� - �7D�M, �IBR[ �� Pawr'u�w USED PLANTER owl BLOOD ANL y <.%'S 000850 r UGII M° p� - G43ee J • :;1I +0 N1 TNh S'CJ 7110 r. u r: ERR 08680000 SC4L 11 • 40' ARUM. DATUM NM 1929 34455 OP 081W 5 A 42A8GD SPIRE SR AT 71C 08(31(670 *5 SECUL 0854 .0. e SEGALL 0808 A, 1401) • 22.91 'PROPOSEDDUILDING 931A/ �� I 055#004076 AR • 130.000 50 R l / % \ / 108510 \[V• 25.5' 15 v / / •1 - ---...._- \ 1.L CORNER 5W 1/4, NE 1/4 35 -23 -4 - LANDSCAPE *484080 1O 8(- 4W 550' 1. 0 • 95. 35'105' - 5341 6 IJ!I 3 8 A��7F77 ;T?<Sl` 3'illR7TSE ir7E1'CET orrnr 31 �I•II♦I♦UIuu1111 nummumnom 141 BIDE 6444 • EXISTING BUILDING 931 V` WV""'�', -e. vim! ° - '-=fit'^^ .�-•+R , ;,,, : ►� . �M � ,!�� , � VR nRRnDn.. r999� :��af9i _ ' 11110 .a••"�,� , 'p 1p-� rrrs�r •••••••••••7601 N...nwn.4uR � � I : t�,S�T��\ \ \\l9 rlrr -rvc4r �U� 1 •... s 0711' . 1 2/ SEGALE DRIVE 'Cr R //, Aa z oq co CONCEPTUAL SITE PLAN PR0KC7 140. 321 -08 0045072 NO. SKIT 140. Cl OF wtrr.; } :.- .y,'�ei.t: a2..e t:,::i w :.:::B,Na.u.•;v15r..,.�r. ',*588 r rknrrsT411. z QQ• = J0 O 0 0) 0 • LU J N u- w0 2 = CI �w z I- O z 1- w U• � O -L' O r w W. u"O Z F- O ~ z »4.w v. / • -- --- - -- - - -- � 448.30 _____________ SOUTH 180TH STREET WORM WOW"! Al. alma Sail /4 0e1/t S 87.50' 09' E 788.92 *80 =win= m =MU VTWIT u� mr 100 Lt taioLLIT R4, 50 95 35' 05' L - 8341 40 wIR w J EXISTING BUILDING tnZEZMZillMOMErdRiMin r-LSiTJiQ_O9_�____ a 1 SEGAL-- DRIVE "D'R 7 + - -- 4' V .d NMI oIId,S GRAPHIC SCALE (0 V ) 1 lath ..0 IL ea• 1041011.11t J' MEMO LEGAL DESCRIPTION: LOT 3, CITY OF TUKWILA SHORT PLAT NO. 88- 45 -SS, REVISED BY INSTRUMENT RECORDED UNDER FILE 110. 9311301981, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, R.Y., IN KING COUNTY. WASHINGTON DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THIN NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87' 50' 09' EAST ALONG THIN NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 02' 09' 51' WEST, 38.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH BT 60' 09' EAST ALONG SAID SOUTH MARGIN, 788.92 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 95' 35' or AN ARC DISTANCE OF 83.41 FEET; THENCE SOUTH 07' 44' 56' WEST, 348.58 FEET: THENCE NORTH 87. 50' 09' WEST, 802.78 FEET; THENCE NORTH 02' 09' 61' EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. BENC/BWRK RR SPIKE LINT. ELEV. 22. 91 WO 29 t3 I/1 /S/N!.;W TUKWILA. WASHINGTON, , ase SURVEY OF LOT 3, CITY OF TUKWILA S.P. 86 -45SS PM= issait aan.- 9/7/ MIMS 110600 Nib In Wynetta Givens - Re: Publication for 10/1 3., Page 1 From: Barbara Grandon <bgrandon @seattletimes.com> To: "Wynetta Bivens" <wbivens @ci.tukwila.wa.us> Date: 10/12/00 10:27AM Subject: Re: Publication for 10/13 Content -Type: text/plain; charset =US -ASCII Content- Transfer - Encoding: quoted - printable Content - Disposition: inline • _. _.....�... .. .. .. .. �- .. ..NXti:iW,i`17R:l.: A'A3iw:3R'�..• +....... Q • z;. rY JU U O co 0 W.=,. w 0, J. _ C5,. Z I- . Z F- S 10 '0 I- 111 uJ: U' WD ~ 0 ~' Wynetta Bivens - RFC822 message hearicrs .,,, Page 1 Received: from seatimes- fw1.seatimes.com (192.251.219.14) by ccmail.seattletimes.com with SMTP (IMA Internet Exchange 2.11 Enterprise) id 00381C14; Thu, 12 Oct 100 08:59:19 -0700 Received: from ci.tukwila.wa.us ([207.202.185.114]) by seatimes- fwl.seatimes.com (8.8.8 +Sun /8.8.5) with SMTP id IAA03188 for <bgrandon @seatimes.com >; Thu, 12 Oct 2000 08:59:14 -0700 (PDT) Received: from Tuk- BM- dom- Message_Server by ci.tukwila.wa.us with Novell_GroupWise; Thu, 12 Oct 2000 08:58:50 -0700 Message -Id: <s9e57d4a.074 @ci.tukwila.wa.us> X- Mailer: Novell GroupWise 5.2 Date: Thu, 12 Oct 2000 08:58:38 -0700 From: "Wynetta Bivens" <wbivens @ci.tukwila.wa.us> To: bgrandon @seatimes.com Subject: Publication for 10/13 Mime - Version: 1.0 Content -Type: multipart/mixed; boundary= "= _C19910AA.0C6D011 B" CITY OF TUKWILA WORKSESSION PUBLIC HEARING DELIBERATIONS MINUTES October 12, 2000 The worksession was called to order by Kathryn Stetson at 7:05 p.m. Attendance was taken. Present: Absent: Commissioners: Kathryn Stetson, Vern Meryhew, Henry Marvin, George Malina, David Livermore, and Kirstine Whisler. Representing City Staff: Jack Pace, Rebecca Fox, and Wynetta Bivens. Bill Arthur George Malina made a motion to adopt the minutes from September 28, 2000, Kirstine Whisler seconded the motion. The motion was unanimously approved. Final deliberations continued from September 28, 2000 Public Hearing. Rebecca Fox gave an overview; staff recommended deferring until the entire area could be considered for LDR vs. C/LI as part of the 5 -year Comprehensive Plan update in 2001 -2002. Case Number: L99 -0094 and L99 -0095 Location: South of 4534 S. 135th Street/Macadam Road, Tukwila Request: Establish C/LI (Commercal/Light Industrial) Comprehensive Plan and zoning designation for two adjacent parcels currently designated as LDR. VERN MERYHEyV MADE A MOTION ON CASE NUMBER L99 -0094 and L99 -0095, WITH STAFFS FINDINGS AND CONCLUSIONS. THE PLANNING COMMISSION RECOMMENDS THE PROPOSAL BE DENIED. GEORGE MALINA SECONDED THE MOTION AND THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. Rebecca Fox gave an overview, staff recommended approval. Case Number: L99 -0092 and L99 -0093 Location: Intersection of East Marginal Way and Interurban Avenue South, Tukwila Request: approval for LDR Comprehensive Plan and Zoning designation for a non - designated, non -zoned area. It was determined, zoning the parcel as MIC/L, would make it more likely to be useable, for the following reasons: 1. Parcel History 2. One ownership 3. Location 4. Proximity to existing Manufacturing Industrial Center/Light (MIC/L) 5. The likelihood of a more useable parcel, if zoned as MIC/L VERN MERYHEW MADE A MOTION ON CASE NUMBER L99 -0092 and L99 -0093, WITH STAFFS FINDINGS AND CONCLUSIONS. THE PLANNING COMMISSION RECOMMENDS APPROVAL TO AMEND THE PROPOSAL TO MIC/L BASED ON THE REASON STATED ABOVE. GEORGE MALINA SECONDED THE MOTION AND THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. - S i Page 2 10/12!00 minutes Rebecca Fox gave overview. Staff recommends a Conditional Use in the MIC/L. Case Number: L2000 -036 and L2000 -037 Location: The MIC/L district located between Tukwila International Boulevard and East Marginal Way South, East Marginal Way South and Hwy 599, and Hwy 599 and the Duwamish River. Request: Comprehensive Plan and Zoning Code amendments to allow office use in the MIC/L (Manufacturing Industrial Center/Light) district. GEORGE MALINA MADE A MOTION ON CASE NUMBER L2000 -036 and L200 -037, TO APPROVE THE CONDITIONAL USE PERMIT WITH STAFFS FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS, INCLUDING THE CONDITIONS BELOW. VERN MERYEW SECONDED THE MOTION AND THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. 1. Offices in the MIC/L are Conditional Use Permit. 2. Offices (associated with another permitted use, e.g. administrative, offices for a manufacturing company " present within the MIC), and more than 20,000 sq. ft. of office space are a Conditional Use. 3. High tech uses including research and development, Light assembling, repair or storage of electronic equipment, instruments, or biotechnology with at least 35% office,/and more than 20,000 sq. ft. of office space are a Conditional Use. NAN \_ 1a-E-) u•-- A ea✓ DIRECTOR'S REPORT • Jack gave an overview on new construction development • Update on Shoreline worksession schedule and status • Feedback and suggestions regarding noise on Planning Commission tapes Adjourned at 8:00`}PM Respectfully Submitted Wynetta Bivens Administrative Secretary 1-)30k61._ 4/1C0 . W-∎ k. t,,. -\ Jr I. t 1�� - ho T. t Eu 14A:3" T1-'et. tck C�c.Nf4c, S ZI4(I 1 a r Carol"Cumb =ate: Qw .-s Dafa Center From: Carol Lumb To: Bob Giberson Subject: Re: Qwest Data Center ('age Thanks for the info - I will call Dan - and also check with Steve Nelson to see if he has talked to Dan before of if he is a "new player" (the gas line is already giving us fits because of some design changes we'd like to see that Segale says can't be accommodated because of the proximity of the gas line) I hope that this doesn't mean even more restrictions are headed down the pike because of the gas line. »> Bob Giberson 10/11/00 05:04PM »> Dan Swan with Puget Sound Energy is concerned about their 16" high pressure gas main within a 15 foot easement on the south side of South 180th. After reviewing the plans he thinks their will be trees planted and stairs installed over their main. Can you call Dan at 253 - 395 -6930? I called Mark Hancock, PM for Segale who said that Steve Nelson had already coordinated with PSE but sounds like Dan is new player? Thanks, 7.0(. - to o ■-1 - 3 3 Z l L Bob (Q — cy, . (tv. Sctu4 0.2 -LsA 6 : 2 1 r to \ it w)___ wu-A -uA— -1v c.ede4,14- 6wS1■ 01/ ` / J'lcw < - 1 4a_co-vk )LLt.�/ ���k fir. --' IN I\-e". �M..�Mt._VA",. -. Lbw v r -L7 4 rL \ Th& s,)„,„ 10. (O r CITY OF TUKWILA WORKSESSION PUBLIC HEARING DELIBERATION MINUTES October 5, 2000 z • , ti t � z 6 W The worksession was called to order by Bill Arthur at 6:05 p.m. U O (0 0 Attendance was taken. ' J i CD Present: — u- Bill Arthur, David Livermore, Geroge Malina, Henry Marvin, and Kirstine Whisler Representing City Staff: Jack Pace, Carol Lumb, Rebecca Fox, Art Pederson, and Leslie Gordon Kathryn Stetson, and Vern Meryhew Absent: Final deliberations continued from September 28,.2000 Public Hearing. w0 u. Q, co =a I-w 1- O Z F-' Rebecca gave an overview, staff recommended approval. D • 0. Case Number: L99 -0086 and L99 -0087 8 22 Location: NCC districts throughout Tukwila DI- - ill Request: Amend Comprehensive Plan and Zoning Code to allow office uses on m - 0 the third story in the Neighborhood Commercial Center (NCC) zones. u.. ►_-; . - z GEORGE MALINA MADE A MOTION TO APPROVE CASE NUMBER L99 -0086 AND 0 co L99 -0087; WITH STAFFS FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS. P H DAVID LIVERMORE SECONDED THE MOTION. THREE WERE IN FAVOR, ONE z AGAINST, AND ONE SUBSTANTIAL. Jack Pace gave an overview, staff recommended approval. Case Number: L99 -0085 Location: Generally west of the King County Airport Request: To modify part of the Potential Annexation Area boundary which currently overlaps with the City of Seattle. Change Comprehensive Plan map accordingly. KIRSTINE WHISLER MADE A MOTION TO APPROVE CASE NUMBER L99 -0085, WITH STAFFS FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS. GEORGE MALINA SECONDED THE MOTION AND THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. Rebecca Fox gave an overview, staff recommended approval. r Case Number: L99 -0088 Location: Generally in the King County Airport area and the center of 515 Avenue South between Ryan Way and South 113`x'. Request: To revise and simplify boundaries with Seattle and King County in the vicinity of King County Airport (Boeing Field). Change Comprehensive Plan map accordingly. GEORGE MAUNA MADE A MOTION TO APPROVE CASE NUMBER L99 -0088, WITH STAFFS FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS. K IRSTINE WHISLER SECONDED THE MOTION. THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. Jim Morrow gave an overview, staff recommended approval. Case Number: L2000 -038 Location: Citywide Request: Revise the Comprehensive Plan for new Transportation Background Report. GEORGE MAUNA MADE A MOTION TO APPROVE CASE NUMBER L2000 -038, WITH STAFFS FINDINGS, CONCLUSIONS, AND RECOMMENDATIONS. THE PLANNING COMMISSION RECOMMENDS THE PROPOSAL BE PRESENTED TO CITY COUNCIL. HENRY MARVIN SECONDED THE MOTION. THE PLANNING COMMISSION UNANIMOUSLY APPROVED THE MOTION. Deliberation ended at 7:05 p.m. Worksession resumed at 7:15 p.m. on Design Guidelines and Definitions. Art Pederson gave presentation on Design Guidelines. The Planning Commission recommends that staff reorganize the Design Guidelines. After staff has completed the revisions to the Design Guidelines, they will do a page by page review with the Commissioners. Carol reviewed revised definitions from the 8 -24 -00 meeting. The Planning Commissioners determined no additional changes should be implemented until Kathy and Vern were present to provide their input. Adjourned at 8:25 PM Respectfully Submitted Leslie Gordon Administrative Clerk 1hk.iS 0 CC. t Ck44.011 S -Ti4+AVio"P • MI IPA 1•_1 ?vtTO •- 300 AiifirreSTAPHYLOS UVA URSI 50 JUNIPFRUS BAR HARBOR 1 GAL C. 14;NA■ ; vv" c.■44 ol(ollnoffoXolroXoiolloXo] 40 JUNIPERS BAR HARBOR 1 GAL State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplaneci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I Mark Hancock (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following, the issuance of the Notice of Completeness. This affidavit is for the posting of the Notice of Application for Design Review. I certify that on Sept. 18, 2000 the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at 6101 S. 180th, Tukwila so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number L2000 -060 . I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. ant or Project Manager's Signature On this day personally appeared before me . ,iii _i ,. to me known to be the individual who executed the foregoing ins • ent and a knowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this //445-clay of , a A.P Pk/ 1�I1 ft ■ f�j NOT RY ' UBLIC for tfi fate of Washington i : c, w presiding at � T+ t. US LVI o .� s �jt 4 ),... ,i }, t 2 0 o1.ya, 4 My commission expires on ! �-- i1 tkO....4,.'""j) ii A$ \��• { File: L 00 -0060 Drawing #3 -7 4 CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: DEMO, GRADING, PRE -LOAD & CONSTURCT 130,000 Sig..FT. TELECOMMUNICATION'S BUILDING PROPONENT: SEGALE BU'SINESS PARK LOCATION OF PROPOSAL, INCLUDING STREET ADDRESS, IF ANY: ADDRESS: PARCEL NO: SEC/TWN/RNG: LEAD AGENCY: 6101 S 180 ST 352304-9120 35-2304 CITY OF TUKWILA FILE NO: E2000 -016 The City has determined that the proposal does not .have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2)(c). This decision was made after review of a completed environmental checklist and other information on f i l e with the lead agency. This information is available to the public on request •k:l••k•k•k•k•k * ** .••k• k: l•• k• k•.• kk• k..• k ***.k*:i•k*k•k:k*•k'k *•k•k*•k•k * *•k•k.k.k•k•.....k* *•k** .....k•kk•k ..k *k*•k This.determination is final and signed this __L day of 2000 + )11, , 611-1- ti../L Steve ,ncaster, Respo&s ble Official City of Tukwila, (206) 431 -3670 6300 Southcenter Boulevard Tukwila, WA 98188 Copies of the procedures for SEPA appeals are available with the Department of Community Development. Attachment E z F., w; 6 J U' 0 O` • W ='. FALL: w }0. LL. Q. .co = W' _. • •z r-; • Wu 0, :O N w W. o_. 0. Z; •w H =' • o• • •z • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director MEMORANDUM September 14, 2000 To: Steve Lancaster, Director and SEPA Responsible Official Fm: Carol Lumb,(BC� ociate Planner Re: SEPA: Swale Building 931A (File No. E2000 -016) Project Description: Construction of an approximately 130,000 sq. ft.. telecommunications center building on the northern portion of a 7.57 -acre site, which is developed with an existing 89,200 sq. ft. telecommunications center building. Work will entail demolition of an existing parking lot and 1,370 -sq. ft. building, preload of the proposed building footprint and building construction. Proponent: Segale Business Park Location: 18200 Andover Park West Date checklist prepared: August 17, 2000 Lead Agency: City of Tukwila, Department of Community Development Challenges to Document: None Other Agencies of Jurisdiction: None • ¢8113A • Phnnas .- 206- 431,3670vAwFax:4.04 4,3- 645, z , ;mow'. 6 JU 0o . u)w w= J F-. LL • w O. J Q I— W. 2 z�. � O. Z -. moo. i0 D-I • ,w W: •_ • Z' U CO • O z File E2000 -016 Segale Building 931A SEPA Staff Report Recommendation: Determination of Non- Significance (DNS) Documents submitted with SEPA Checklist: 1. Geotechnical Evaluation, 8/15/2000, revised 8/25/2000, prepared by GeoEngineers Summary of Primary Impacts: Earth The site is flat with approximately 2% slope on the site. The soils are comprised of sand and gravel. Approximately 12,600 cubic yards of sand and gravel preload fill will be taken from (and be returned to) stockpiled materials owned by the applicant on a site approximately 1000 feet southwest of the construction site. Fill and grading for the construction of the new building will be minimal as the site was graded when the parking lot and existing building were constructed. Approximately 95% of the site will be covered by impervious surfaces (buildings, parking, driveways and sidewalks). The site is currently approximately 95% impervious surface, so there will be no change in impervious surface. Silt fences and sediment traps will be used to control storm water prior to discharge '• into existing onsite catchbasins. During construction new catchbasins will be installed. All catchbasins will be protected from silt and sediment accumulation during construction. Air Normal emissions and dust associated with use of construction equipment. After normal exhaust associated with customer and delivery vehicles, and intermittent use of emergency generators. During grading and earthwork construction a water truck will be used to minimize dust. Construction equipment will meet local, state and federal emission standards. Emergency generators will meet Puget Sound Clean Air Agency regulations. Water The site is not adjacent to a body of water and the project does not plan to withdraw any ground water from the ground. The Green River lies approximately 375 feet from the southeast corner of the site. Stormwater from the site will flow into the City of Tukwila storm water system, which is then conveyed to the P -17 pond for detention prior to discharge into the Green River. Oil/water separators will be c :lmydocs \Segale- BIdg93 IA \sepa-rpt.doc 2 z ~w ce 6 J U. UO (no; W = N - u O'. g Q. �▪ w z �. zo w U • � O cn, w w 1-- U z w UN 0 File E2000 -016 Segale Building 931A SEPA Staff Report installed onsite to minimize water quality impacts from parking areas. The project will comply with the King County Stormwater Design Manual. Plants The checklist indicates that the site contains deciduous and evergreen trees that are part of formal landscaping on the site. Additional landscaping will be planted on the site as part of the new building. No landscaping will be removed from the site. Street trees will be planted along South 180 Street. Animals The checklist notes that songbirds have been observed on or near the site. There are no threatened or endangered species known to be on or near the site. The site is located on the Pacific flyway. Energy/Natural Resources Electricity will be used to power the telecommunications equipment that will be housed in the new building. The estimated amount of wattage that the equipment will use is 20 megawatts. Electricity and natural gas will be used for the HVAC units. .The emergency power generators will use diesel fuel. The new building will be designed to meet the Washington State energy code to save energy in heating and cooling the building. Environmental Health The emergency power generators will have 2,000 - gallon diesel fuel tanks to power them. It is estimated that there will be 11 emergency generators associated with the new building. Construction noises will occur during the demolition of the existing building and preloading of the building site and construction of the new building. These noises would occur generally between the hours of 7:00 a.m. and 5:00 p.m. Once construction is complete, then noise will be generated by vehicles and delivery trucks, from approximately 8:00 a.m. to 6:00 p.m. Noise will also be created by the HVAC systems on a regular basis and the emergency generators on a periodic basis. The HVAC units and emergency generators will be insulated to reduce the noise. Any noise created by the mechanical units on the site is subject to the City's noise standards, TMC 8.22. Land /Shoreline Uses The site is currently occupied by two structures, an 89,200 sq. foot warehouse that has been converted to a telecommunications center and a 1,370 sq. foot building that c:\mydocs \Segale- BIdg931 A\sepa- rpt.doc 3 File E2000 -016 Segale Building 931A SEPA Staff Report formerly housed a bank that is proposed for demolition. The site is designated Tukwila Urban Center on the City's Comprehensive Plan Map and zoned Tukwila Urban Center. The site is located at the southern edge of the Urban Center, with industrially designated lands to the south. The checklist indicates that the site is shown to be in an area of potential seismic instability, with soft, loose sand and a shallow ground water table. The proposed development is consistent with the Comprehensive Plan and Zoning designations. Housing N/A Aesthetics The proposed development is subject to design review by the City's Board of Architectural Review. The maximum height of the proposed building is 26 feet of the exterior walls with an additional 16 feet for the HVAC equipment and screening that will be located on the roof. The HVAC units will be setback from the edge of the roof approximately 30 feet. The wall that will face South 180th Street will be just under 660 feet in length. The building will be setback approximately 18 feet from the sidewalk and approximately 25 feet from the existing curb. The applicant will be required to design the building to modulate the facade in order to mitigate the impact of the length of the building's wall and its proximity to the public street. Light/Glare No light or glare is anticipated from the building. The Checklist notes that the parking areas will be illuminated during business hours when there is no daylight. Recreation Existing sidewalks provide pedestrian access to the Green River Trail that lies feet to the southeast of the site. Historic /Cultural Preservation There are no known historic and cultural sites or objects on or next to this site. c:\mydocs \S a gale -B I dg93 l Alse p a -rp L doc 4 z w: re 00 No cnw w =. Jam. u_;. w g Q. co =w zF.. 1— 0 Z U� o H. w. U, u_0 Z. U p 0 z File E2000 -016 Segale Building 931A SEPA Staff Report Transportation The site will be served by Andover Park West and South 180th Street. METRO bus service exists on Andover Park West and South 180t Street. There are currently 422 parking stalls on the site; 386 stalls will be eliminated when the new building is constructed. There will be 67 parking spaces when the new building is completed — 36 onsite and 31 offsite. No new streets will be required to serve the site. The Checklist estimates that approximately 20 trips will be generated per day by the new development. The peak trip times are not known. All projects in Tukwila are subject to the City's concurrency standards and transportation mitigation fees. It does not appear this project will be required to pay any mitigation fees. Public Services The new development will generate an increased need for fire and police services since there will be an operating building and business onsite. This increase can be accommodated by current service levels. Utilities The site is served by the City of Tukwila for sewer and water service. Utilities currently available at the site include electric, natural gas, water, refuse service, telephone, storm water and sanitary sewer. No additional utilities are anticipated to be needed as a result of.the subdivision. The cumulative effect of the need for electrical service for this building is not known. Recommendation Determination of Nonsignificance c:\mydocs \Segale -B ldg93 l Alsepa- rpt.doc s.: <a..r,: - ,.:..� °1 :,:w3'r's f��, ?i�1G;ra'nL�i.::i:v'Er -et 5 z • F=— W 00 • 0 • w =. J CO u_, W 0, ▪ W' z�. I— O • Z I— i0 N ;o • W W • H U.: u-0 • w z: N U ` 0 z. Cizy of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED SEPTEMBER 18, 2000 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: La Pianta LLC LOCATION: 6101 South 180th Street, Tukwila, WA FILE NUMBERS: L2000 -060, Design Review PROPOSAL: Construction of a 130,000 sq. ft. telecommunications center building on a site 7.57 acres in size. The new building will be constructed adjacent to an existing 89,200 -sq. ft. building on the site that is also used for telecommunications purposes. OTHER RELATED APPLICATIONS: E2000 -016 (Environmental Review) OTHER REQ. PERMITS: Land Altering (MI2000 -197) and Building Permit The file may be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on Monday, October 2, 2000. A public hearing has been tentatively scheduled for Thursday, October 26, 2000 at 7:00 p.m. in the City Council Chambers. If you have questions about this proposal, contact Carol Lumb, the planner in charge of this file at 431 -3661. Anyone who submits written comments will become parties of record and will be notified of the public hearing and any decision on this project. APPEALS You may request a copy of any decision by the Director of the Department of Community Development on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431 -3670. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: c: carol /Segale- bldg931 A /DR- notapp.doc September 11, 2000 September 15, 2000 September 18, 2000 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 z X ~ W , . UO co 0 u)w J =: Wo LL = d I- w z� 1- o'. Z I— = CI il_i z, 0 z City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF COMPLETE APPLICATION September 15, 2000 Mr. Mark Hancock Segale Business Park 18000 Andover Park West Tukwila, WA 98188 RE: Segale Business Park OWEST Site Design Review Application, L2000 -060 Dear Mark: Your application for design review of a proposed 130,000 square foot building at 6101 South 180th Street has been found to be complete on September 15, 2000 for the purposes of meeting state mandated time requirements. The project has been assigned to me. The next step is for you to add the laminated Notice of Application for design review to the public notice board already installed on the site. The laminated Notice is ready for you to pick up at the Planning Department offices at 6300 Southcenter Boulevard, Suite 100. After posting the Notice, please return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the City from requesting 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 permit identified above. It is your responsibility to apply for and obtain any other necessary permits issued by other agencies. Please call me at 431 -3661 if you have any questions. Sincerely, Carol Lumb Associate Planner c:\my docs \Segale BIdg931A \DR- complete.doc 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 File: L 00 -0060 Drawing #8 z 6�. U0 co 0 toLi)" W =: J E" W O: ga d = E- w : Z�:. F= 0 zI LLI ;,U 0 10 0 w = V, F — Z. U �t 0 ~' RECEIVED CITY OF TUI(tF'o 111 COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived, or should be submitted at a later date for use at the public hearing (e.g., revised colored renderings). Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED TO ENSURE CONSISTENCY WITH CITY DEVELOPMENT STANDARDS AFTER APPLICATION REVIEW HAS BEGUN. City staff are available to answer questions about application materials at 206 - 431 -3670 (Department of Community Development) and 206 -433 -0179 (Department of Public Works). COMPLETE APPLICATION CHECKLIST TABLE Informati'onRequired Maybe waived in unusual cases,. upon approval of &i. th Pubhc:Works and Planning • .. ... - Information W aived .'PbPVeIP1ng Office•.UseOnly . Comments &'Conditions :• APPLICATION FORMS: 1. Application Checklist: one (1) copy, indicating items submitted with application. la / '/ 2. Complete Application Packet: eight copies of the application form and full sized plans, one set of High Quality Photo Reductions of all plans reduced to 8.5" by 11 ", and other materials and information as specifically listed in Project Description and Analysis, Site Plans and Elevations. 3. Design Review Fee ($900). 4. SEPA Environmental Checklist (Submitted separately). 5. A written discussion project consistency with each decision criteria. PUBLIC NOTICE MATERIALS: 6. One (1) King County Assessor's map(s) which shows the location of each property within 500 feet of the subject lot. V 7. Two (2) sets of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject lot (See Public Notice Materials). Note: Each unit in multiple - family buildings —e.g. apartments, condos, trailer parks- -must be included). A 4' x 4' Public Notice Board will be required on site within 14 days of the Department determining that a complete application has been ceived (See Public Notice Materials). G:\APPHAMLANDUSE.APPIBAR2.D0C, 06116/00 :` Q • r-z. �w QQ= JU 00 N0. cnw LU CO IL, w0 �< =d F.. W Z F— I-- O Z r. CU ui UN O I- LL W • U' u.. O . z U= OH z n f ornationA:. e .�, wire d v..f bewary . erd.•fiw . n un. us: u-.-al ; ' ' } 7,,,v1 ,..:� •. � . ,. .r ��t�,.. v4`J^: ,q i •M4» :4`.S,i. t,,,, :. ,.t n ,cases,� por ; approval: bfboiPublicF brssand:Plennrng r r r ! ti j srt- ?'�.` 1 ._r.5 -n. _. r t.a .�4t1 ri:? } , w}.''3't";.r ?""I� ;1.T._CII iik'� t f a! PnbfoiIii�ri!Mat io n nr r f::QTVe .+ � ;T.C'2 /P ngKp� .r A'iliji ;O. (ffficeTlJ s,,.e :Onl yrik e. 1 t } � 4� .q, r5:j_ '�2��� � 'D� j o"mm rnts i:;Sn'� dii`onN sr; 41111••••■••■• 4cA.e.:. .,. , .... ..,W ot .1orIcsa,r.Pi;n‘. ;.: ."-. ass fuppn ppo al; of b1.1:07c4Tanlang 4',:.- :' I::-nfcn*ctiNon ; iiqyc P 5Fili:kPli i it'k .: 0,g7.,7Le,.. ..F,,„ 4,_ 973? !sgi;;;;;i. ii 411.4 4'1'41-:K%---;: 19. Storm drainage schematic design for all conveyance systems, water quality features and detention structures per TMC 16.54.060(D) (e.g., detention ponds/vaults, frop-T elbows, coalescing plate separators, and bio-swales). 20. Storm drainage: Include a Level One downstream analysis per TMC 15.54.060(D), and a narrative discussion of consistency with the King County Surface Water Drainage Manual's Core and Special Requirements. K k e a.' PW 21. Fire hydrant; the nearest existing hydrant and all proposed hydrants (adequate fire flow demonstrated in the "water availability" documentation). 22. Schematic road design. 23. Landscape planting plan by a Washington State licensed landscape architect. One set of all plans and analyses shall have a wet ASLA stamp and an original signature. Additional copies of the signed set may be submitted to satisfy the total number of copies required. Revisions shall satisfy this criteria. 1 24. Luminaire plan-- include location and type of street and site lighting, proposed fixture cut sheets, site illumination levels (foot-candles) and the effectiveness of shielding to contain all direct illumination on site (e.g., No direct illumination off site and maximum 2 ft candles at the property line.). / 25. Signage per Sign Code. k.,Juit. Gews... :Via 4vi ar )64-4,, Li,A44.11..■ 'Do—. 26. For stream frontages existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). IV Pr ELEVATIONS: 27. Building elevations, dimensioned and scaleable facades. 28. Colored elevations. V 29. Colors and Materials board keyed to the colored elevations. 30. A rendering is optional. If submitted, it must accurately show the project and be from a realistic perspective (e.g., 5.5 ft. height from the sidewalk). GAAPPHAN\LANDUSE.APP \BARIDOC, 06/16/00 0,1•4.1' • z w 0 O 0 co 11.1 w 0 2 § 5 u. I a f•-■ Z 0 Z O g2' CI F- 111 w 0 Z 17. O , SEGALE BUSINESS PARK September 11, 2000 Ms. Carol Lumb, AICP Associate Planner Dept. of Community Development City of Tukwila 6300 Southcenter Blvd. Tukwila, WA 98188 A LA PiANTP LLC TRADE NAME A LA PIANTA LLC TRADE NAME RE: Building 931A Design Review Application Dear Ms. Lumb, We are submitting herewith our application package for Design Review of Building 931A located within Segale Business Park in Tukwila. RECEIVED CITY OF TUKWII,,8 SEP 1 1 2000 PERMIT CENTER Enclosed you will find the application material consisting of items as listed below (item numbers per City's Application Checklist, and quantities in parentheses): 1) Application Checklist (1) 2) Site Plan by Layton and Sell Engineers: Sheet Cl, dated 9/11/00 (stamped original plus 3 copies, plus one 8 -1/2 x 11 PMT) 3) A $900.00 check for the Design Review Fee (1) 4) SEPA Checklist was submitted separately, with 8/17/00 Misc. Permit Application 5) Written discussion of project consistency with City decision criteria, 6 pages (4) 6) King County Assessor's map showing properties within 500 feet (1) 7) Mailing labels for property owners and tenants within 500 feet (2 sets) 8) Vicinity Map (1) 9) Surrounding Land Use map within 1000 feet of property (shown on the Assessor map in #6 above) 10) Plans as noted in #2, #11, #23, #27 and #28. PO Box 88028 • Tukwila,WA 98138 -2028 18000 Andover Park W • Suite 200 • Tukwila, WA 98188 -4798 Telephone 206 575 -2000 • Fax 206 575 -1837 z 6 JU 0 wz U)w w0 u. Q. a. H = w zI- 1— 0 Z uj U� ON w w. I— I- u. 0 w Z U= z Building 931A Design Review Application, 9/11/00, page 2 11) Boundary and topographic survey, 9/7/00 (stamped original plus 3 copies, plus one 8 -1/2 x 11 PMT) 12), 13), 16), 26) All n/a (sensitive areas, 100 flood plain, MDR/HDR zones, stream) 14), 15), 17), 19), 21), 22) Building footprint, siteplan, access lanes, utilities and storm drainage, hydrant, and road info on Engineer and Surveyor plans in #2 & #11. 18) Highline Water District availability documentation, 7/20/00, 3 sheets (1) (sewer is by City of Tukwila) 20) Storm Drainage analysis — waived by City since already impervious now 23) Landscape plans: L -1 (9/8/00) & L -2 (9/7/00), by Ken Large (stamped & colored originals, plus 3 copies each, plus one 8 -1/2 x 11 PMT each) 24) Luminaire info (see plans, plus attached cut sheets) 25) Signage will be by tenant as part of tenant improvement permit application 27) Building Elevation drawing by Mueller & Associates, 9/8/00 (stamped original plus 3 copies, plus one 8 -1/2 x 11 PMT) 28) Colored Elevation drawings (see original L -2 drawing in #23 above) 29) Colors and materials board, by Mueller & Associates, 9/8/00 (1) 30) Rendering — to follow prior to BAR hearing ALSO 31) Application Form for Design Review, 9/11/00 (1) 32) Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached — original submitted with 8/17 application) 33) Project Proposal Information Sheets binder, 9/11/00 If you have any questions or need additional information, please let me know. Thank you for your help with this application. Sincerely, Segale Business Park Mark Hancock CITY OF TUKWILA CITY OF TUKWILA SEP 11 2000 Department of Community Development PERMIT CENTER DESIGN 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206).431-3665 REVIEW E -mail: tukplan @ci.tukwila.wa.us APPLICATION NAME OF PROJECT/DEVELOPMENT: Building 931A, Segale Business Park LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s) block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 6101 South 180th Street, Tukwila Parcel 352304 -9120 SW corner of Andover Park West and South 180th Street Quarter: NE Section: 35 Township: 23 Range: 4 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Mark Hancock Address: c/o Segale Business Park, P.O. Box 88028, Tukwila, WA 98138 Phone: 206/575- �2000� FAX: • 206/574 -0334 Signature: �/G tt4, '' �- Date: 5////400 GAAP PHAN\LAND USE. AP P1BARL.DOC. 06/16/00 FOR STAFF USE ONLY Sierra Type P -BAR Planner: CA-I0 ` Lu,- File Number: .2000 _ 0 b o Application Complete (Date: oil t sioD ) Project File Number: Application Incomplete (Date: ) Other File Numbers: C a.oce) _ p16/ NAME OF PROJECT/DEVELOPMENT: Building 931A, Segale Business Park LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s) block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 6101 South 180th Street, Tukwila Parcel 352304 -9120 SW corner of Andover Park West and South 180th Street Quarter: NE Section: 35 Township: 23 Range: 4 (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Mark Hancock Address: c/o Segale Business Park, P.O. Box 88028, Tukwila, WA 98138 Phone: 206/575- �2000� FAX: • 206/574 -0334 Signature: �/G tt4, '' �- Date: 5////400 GAAP PHAN\LAND USE. AP P1BARL.DOC. 06/16/00 File: L 00 -0060 35mm Drawing #9 •• " J., • BUILDING 931A • _ - SEGALE BUSINESS PARK PROJECT PROPOSAL INFORMATION SFIFETS DESIGN REVIEW APPLICATION 9/11/00 TABLE OF CONTENTS Pedestrian Light Pole (2 sheets) 14 Planter Uplight (2 sheets) 5-, Parking Lot Lights (existing, to be relocated) (4 sheets) vJA11 L;prts ( 2. 5 hee-r5) - I 2 Bench (2 sheets) B'' Bike Rack (1 sheet) Raised Planter Block Wall (7 sheets) • "" tveUM Attachment B At:I'D:4;4 C311Gardco HARDTOP CP /MP POST TOP MOUNT GENERAL DESCRIPTION: The Gardco Post Top Mounted Form 10 products are cylindrical (CP) or semi - spherical (MP) sharp cutoff luminaires using high intensity discharge lamps up to 750 watts (400w in the MA). Housings are one piece seamless spun aluminum and finished with either Architectural Class 1 anodizing or electrostatically applied polyurethane. Luminaires can accept one of six (6) interchangeable and rotatable precision segmented optical systems. Optional twin glow rings at post tops are available in (4) colors and are illuminated by the primary source. O R D E R I N G HOUSING DIAMETER CONFIGURATION DISTRIBUTION WATTAGE CP 17 CP 17" 1 MP 22" 3 1 (Horizontal Lamp) % 3 (Horizontal Lamp) 4X6•' (Horizontal Lamp) Q (Horizontal Lamp) FM (Horizontal Lamp) VS' (Vertical 175MH VOLTAGE FINISH OPTIONS SEE TABLE BELOW 120 BRA HF 120 BLA HS 208 BRA HF 240 NA LF 277 BLP PC 347 BRP PCR 480 . NP POLY QUAD WP GRC SC GRY GRG GRR SG QS TYPE HOUSING DIAMETER CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE _ FINISH OPTIONS WATTAGE Housing CP17 MP17 CP22 MP22 ..—)• 100 HPS 100 HPS 250 HPS 250 HPS 100 MV 100 MV 250 MV 250 MV 50 MH2 50 MH' 250 MH 250 MH 70 MHz 70 MH' 400 HPS 400 HPS 100 MH' 100 MH2 400 MV 400 MV 150HPS' 150 HPS' 400MH 400MH 175 MV 175 MV 750 HPS' 175 MH 175 MH 750 MH' 250 MV 250 MH NOTES OPTIONS HS Internal House Side Shield HF In -Head Fusing LF In -Line Fusing PC Receptacle and Photocontrol PCR Photocontrol Receptacle only. POLY Polycarbonate sag Tens in lieu of glass° SG Sag Glass (standard with Type 4X optics) GRC Glow Rings Clear GRY Glow Rings Yellow GRG Glow Rings Green GRR Glow Rings Red SG Sag Glass (Supplied standard with 4X optics and 750w CP22) QS Quartz Restrike° FINISH BLA Black Anodized BRA Bronze Anodized NA Natural Anodized BRP Bronze Paint BLP Black Paint NP Natural Aluminum Paint WP White Paint SC Special Color Paint 1. Furnished with acrylic sag lens. VS not available with 17" mogul base. 2. Medium base lamp. 3. 150HPS ballast operates 55 volt lamp. 4. Not available in MP units or 460V. 1000w max. 5. 175W max on 17" units 6. 22" units only 7. Fumished with sag glass lens 8. Not available with Type 4X 9. Contact factory for availability 2661 Alvarado Street San Leandro, CA 94577 U.S. 800/227 -0758 CA 510/357 -6900 FAX 510/357.3088 httpJ/www.thomaslighing.com THOMAS' GARDCO LIGHTING Gardco HARDTOP CP /MP POST TOP MOUNT • iy S P E C I F I C A T I O N S GENERAL: Each Gardco Form 10 post top mounted Hardtop is a cylindrical (CP) or semi - spherical (MP) sharp cutoff luminaire for high intensity discharge lamps. Internal components are totally enclosed, rain - tight, dust -tight and corrosion resistant. No venting of optical system or electrical components is required or permitted. Luminaires are completely assembled with no disassembly required for installation. Tamping requires no lifting or hinging the luminaire housing, disturbing wiring or exposing uninsulated live parts. Optional twin glow rings at post top are available in (4) colors and are illuminated by the primary downlight source. HOUSING: Housing is one piece, .100" seamless aluminum with integral rolled circumferential reveal and lower section aperture incorporating a returned flange stiffener to protect against housing edge deformation. Units,iare offered,in profiles of 17" or 22' diameter: }. YOKE: The 9/16" diameter parallel yokes of high strength, low mass schedule 40 steel are precision contoured to match the CP or MP housing silhouette. Welds or fasteners are not visible at the luminaire or pole attachment. Yoke is electrogalvanized and coated with satin black polyurethane. LENS: One piece, 'die cast aluminum door frame retains the optically clear, heat and impact resistant tempered flat glass in a sealed manner using hollow section, high compliance, memory retentive extruded silicone rubber. Type 4X and CP22 750w luminaires feature sag glass Tens and Type D I M E N S I O N S VS unit employs sag acrylic lens. Concealed stainless steel hinge and two (2) flush 1/4" turn fasteners secure lens assembly to luminaire. OPTICAL SYSTEMS: The segmented Form Ten optical system is homogeneous sheet aluminum, electrochemically brightened, anodized and sealed. The segmented reflectors are set in faceted arc tube image duplicator patterns to achieve Types 1, 3, 4X, Q, FM or VS distributions. The mogul base lampholder is glazed porcelain with a nickel plated screw shell - all securely attached to the reflector assembly. 50MH, 70MH and 100MH units have medium base lampholder. All horizontal Metal Halide units in the 22" housings have lamp stabilizers ensuring precise arc tube positioning. ELECTRICAL: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20° F. The ballast is mounted on a unitized tray and secured within the luminaire, above the reflector system. High Pressure Sodium ballasts operate lamps within ANSI trapezoidal limits. Metal Halide and Mercury Vapor ballasts are medium regulation auto transformers providing t10 %(MH) and t5 %(MV) power regulation with a t10% variation from rated input voltage. Component -to- component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150° C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. CP STYLE SIZE A B C D EPA 17' 17' 8' 10' 18' .7 22' 22' 11' 11' 22' r 1.0 MP STYLE Approx Weight 31 Ibs 50 Ibs 17' 17' 11' 10'. 21' .7 31 lbs 22' 22' 14 11' 25' 1.0 501bs • Sgt }tk1g1.9974-1A11;Riahts,Resolved. International Copyright Secured. FINISH: Anodized housings are created with an Aluminum Association Architectural Class I anodizing process to achieve a bronze, black or natural aluminum finish. Painted units are finished with hardcoat, fade resistant, electrostatically applied polyurethane. LABELS: All fixtures bear UL and CSA (where applicable) wet location and I.B.E.W. labels. Thomas 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. Gardco's Form 10X (4X) optical system has been awarded U.S. Patent #5690422. Post Top Luminaires protected by U.S. Design Patents #290, 408, 290 and 409. Photocell loce110n (ooh«ul) CP Style I MP Style A /THOMAS' • ® Jail LIGHTING, INC, 1 ++wcM JPL LIGHTING DIVISION JPL UGHTING OIVISICN INTECRAUTE 01VISIGN wR,GHT LIGHT DIVISION JET•PHIWPS 01VISI0N B3 MINICON MINICON RDERING: GUIDE LAMP TYPE CATALOG WATTS (MEDIUM BASE) NUMBER BALLAST TYPE VOLTAGE WT. 35 HPS M -P35 -120 50 HPS M- P- 50.120 .... 0 _ HPS _ M -P- 70-120 -- 100` HPS M -P- 100 -120. 150 HPS M- P- 150 -120 NPF NPF NPF NPF NPF 120 a 120 6 120 - -- 7 120 7 120 8 NOTE: Available in 120V only. Knuckle Mount is standard. UL listed and suitable for wet locations. OPTIONS Suffix Catalog Number with: PC - Photocell (Factory Installed) VS - Vandal Shield (Feld Installed) DIMENSIONS FRONT EPA -.44 F r.2 1-53/4" 37/8„ 81/2" 1 u 53/4" • SIDE EPA -.23 FT.2 -MOUNTING ACCESSORIES (FIELD INSTALLED) 2, 3 or 4 UGHT MOUNTING BRACKET FOR STEEL POLE WITH 2" TENON Cat. No. MSPB -2 MSPB -3 MSPB -4 \ \ �\ \ .� .' � t:\ \ / / O.B. COVER (Fits 3'h' or 4" Outlet Box) Cat. No. MOBC 2.3 or 4 UGHT MOUNTING BRACKET FOR WOOD POLE • -Cat. No. MWPB -2 MWPB -3 MWPB -4 SUPFITTER FOR 11/4", 11/2" or 2" TENON Cat. No. M2S nr ,` °f)/- fir' • GROUND SPIKE FURNISHED WITH WEATHERPROOF 31VIRE 8' CORD AND PLUG Cat. No. MGS' J W t;ghung. Inc. Cooynght 1986 4 P.O. Box 45919 Houston. 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Weight 1f .111` 1{C V V scp ft2 mz Iasi kg ARM MOUNT MSM -A250S -3X8 -1 250W HPS P MSM -A400S -3X8 -1 400W HPS P MSM -A250H -3X8 -1 250W MH P MSM -A400H -3X8 -1 400W MH P T D2 W 2.1 .21 47 21.3 T 02 W 2.1 .21 52 23.6 T DP W 2.1 .21 42 19.1 T OP W 2.1 .21 47 21.3 CEILING MOUNT MSM-C250S-3X8-1 250W HPS P T 02 W 2.1 .21 .i7 21.3 MSM -C400S -3X8 -1 400W HPS P T 02 W 2.1 .21 52 23.6 MSM -C250H -3X8 -1 250W MH P T OP W 2.1 .21 42 19.1 MSM -C400H -3X8 -1 400W MH P T DP W 2.1 .21 47 21.3 YOKE MOUNT MSM -Y250S -3X3 -1 250W HPS P T D2 W 3.0 .3 65 29.5 -'") MSM -Y400S -3X8 -1 400W HPS P T D2 W 3.0 .3 70 31.9 MSM-Y250H-3X8-1 250W MH P T DP W 3.0 .3 60 27.2 MSM -Y400H -3X8 -1 400W MH P T DP W 3.0 .3 65 29.5 All anus are Cuac•'_-'_ '20.'208/240;277 •roit. For =90`/ : range 3 to i. For in-Tap 120!277 247V use 6. All units are bronze LeKtrocote -'or cb(.enal colors .range 1 to 2•blacx. 3•Cray. 4•wnite. Sockets are :orca'aur -cgut base • use universal burning bosltion metal hallae lamas. !Replace X with cesirec csribution 2. Acrylic stanoara. 'or ..ycarconate aad •P ■.a.: MSP.1 -. 26.3S.209.1•P. ACCESSORY - Must be ordered separately Catalog-Number Description Weight Ib kg. MSQ -SPC Polycarbonate srteid 4 1.8 OPTIONS - Factory Installed Q2scriptioa F(X) Fusing PC(X) Button type photocontrci (120-277 Volt); Twist-Lock! 1120 -480 volt) t For correct :using arc :nctocontrcl. replace "X" min 1.'22V. 2-208V. 3.240V...27TV. 3.180V. 6-3317V. Hubbell Lighting, Inc. 415 .... __ . ._ atm L at ca ca G � o co at t fl- at 1- Q 1- 0. ILL 1- cc 'Q 0 0 MAGNUSUARE® 11 MSLi SERIES SQUARE CUTOFF ARCHITECTURAL FAMILY The Magnusquare II family is an aesthetically styled, architectural cutoff luminaire for arm, yoke or ceiling applications. Its square shape Is perfect for use on Hubbell SSP and SAP square poles. The luminaire is available with IES Type II, III, I-, Y and Type 2 square distributions. This combination allows maximum design flexibility with excellent uniformity. Arm mount allows the use of multiple luminaires forgreater lighting intensity. Yoke mount provides stylish single post -top configuration for maximum coverage. Ceiling units designed for applications on canopies, parking garages and as a complement to matching pole units. Housing — Rugged, one piece aluminum, formed and welded for long term weatherability, Ballast — 180 °C insulation, .20 °F starting ( -40 °F HPS) 60 Hz HPF designs. Ballast mounted to a pre•galvanized steel end support which ties into arm or yoke for secure and cool operation. For 50 Hz ballastry consult factory. Lene /poor Frame — Tempered, impact resistant flat glass lens or drop acrylic: polycarbonate lens is mounted within an aluminum mitered frame. Assembly features spring loaded, die cast. tool less latches for quick access to lamp or luminaire maintenance. Optical Distributions •-- Flat glass doors offer Type II. 111, iY and Y square IES distributions. All reflector assemblies are rotatable 90'. Type II distributions are field adjustable from Type III tumtnaires giving on the job fine tuning capability. Drop acrylic or polycarbonate lens produces a Type Y distribution and provides lamp shielding beneath the luminaire. Metal halide drop lens units require polycarbonate lens. Mounting — Arm mount allows use of all Hubbell architectural Mounting adapters. Ceiling mount comes complete with template for surface anachment Yoke mount features 2" square aluminum tubing for strength and beauty, Fitter slipfits 2% O.Q. tenons. LEKTROCOTEr' Finish — Specification grade polyester powder coating, minimum two mils thick and baked on at 400 °F for lasting hard finish. Additional Featuresµ - Silicone gasketing, U.L 1572 listed for wet locations and C.S6A, certified for outdoor use, toolless access to tamp and reflector: - Porcelain mogul base socket standard — use universal burning lamps. IP Suitability • IP 55. CATALOG LOGIC MSbI— Y9 —JP5 Series MOM • NAGNUSC'JAAC • ['Series counting A••►mm C • Cadng Y • Yo'Aa W1t11ge 250 400 Source S • Hgn Pressure Soo,um H • Mera' Hat4e 84111e1 Type 3 • Aagu'ared H'qr. Powet Fa::Cr Beam Distnouuon P • 111111 T • Forµ &d TNOw W • 7 Sc). Cut-o4 OA • Moo A :tybc 0P - Omp Pdycapanatu —_a OPllons •P' • Poyoarbonato Orop Lens •FIX) • Fusing fRsolace IX) wen 1 -120V, 2.203.3 -240V. 4.277V, 3•480V, 8•347V) •PC(X) - Phdoconird (Button Type. Aegeca IX) wilyd 1.120V. 2•280V, 3•240V, 4•277V (Twist lock recgdene 5480V1 FinIsl • aronzo 2.Bled; 3• Gray 4 - Wnno — veneer 5.480v6.1 6 - Tri•Tap (120.2771.347V1 8 • CUAO -TAPe (120. 238, 240. 277V) 'Standa•d w:MH, upbona• wiHPS Lighting, Inc. MSM (CEILING MOUNT WITH DROP LENS) • (LENS ADDS 3 INCH HEIGHT) DIMENSIONS ARM /CEILING YOKE ,. 1 • 227." SO. (579 mm) —r 101/4 • • (260 mm) r._i -. 27" (886 mm 1 Vs" (131 mm) f 287 /e (853 mm) 1., • T 16.75" (426 mm) Prolad TYPO Catelog Nu,nter Illy mwriYah {"ta': SAP;, JC,%• P' hf�kirCka4, y `!d�W..yWti;4;.c3'.satres..».... ?b 1L . I(L -0- 1— v v U re sr 0 • w .. 1- 0 Magnusquare01: MSM Series Horizontal Lamp - MSM Series The Magnusquare II MSM family is an architectural cutoff luminaire for arm. yoke or ceiling applications. The luminaire is available with IES Type II, III, IV, and Type V square distribution from a horizontal lamp. This combination allows maximum design flexibility with excellent uniformity. Arm mount allows the use of multiple luminaires for greater lighting intensity. Yoke mount provides srylish single post -top configuration for maximum coverage. Its square shape is perfect for use on Hubbell SSP and SAP square poles. Ceiling units designed for applications on canopies. parking garages, and as a complement to matching pole units. Housing • Rugged. one piece aluminum. formed and welded for long term weatherability Ballast • 180 °C insulation. -20 °F starting (-30 °F HPS) 60 Hz HPF designs. For 50 Hz ballastry consult factory Lens /Door Assembly • Tempered. impact resistant flat glass lens. drop acrylic lens or drop polycarbonate lens mounted within an aluminum mitered frame • Assembly features spring. loaded. die cast. tool free latches for quick access to lamp or luminaire Optical Distributions • Flat glass doors offer Type II. III. IV and V square IES distributions • Reflector assemblies are rotatable at 90° • Type II distributions are-field adjustable from Type III luminairei giving on the job fine tuning capability . • Drop abryikc or polycarbonate lens produces a Type V distribution and provides Tamp shielding beneath the luminaire. Metal halide drop lens units require polycarbonate lens B • Arm / Ceiling Mount 10 1/4" 122 7/8' so. 260 mm 1 579 mm MSM (Arm Mount, Flat Lens) MSM (Ceiling Mount with Crop Lens) Drop Lens adds 3" height NRTUC For use in damp or wet locations Mounting • Arm mount allows the use of the wide array of MAL arms and adapters, see page 420. • Ceiling mount comes complete with template for surface attachment over recessed junction boxes. Also comes machined for surface mount over recessed junction boxes. Complete instructions supplied. Lag hardware by others. • Yoke mount features 2" square aluminum tubing for strength and beauty. Finer slipfits 2 3/8" OD tenons Lektrocote® Finish • Specification grade polyester powder coating. minimum two mils thick and baked on at 400 °F for lasting hard finish Listing • Silicone gasketing. UL 1572 listing for wet locations " CSA-NRTL/C certified for outdoor use • Tool free access to Tamp and reflector • IP Suitability - IP55 B A c 1 Yoke Mount D A B C D 5 1/8" 1 27" I 26 7/8" ) 16 3/4" 131 mm 1 686 mm i 683 mm i 426 mm Hubbell Lighting, Inc. 414 TAVOsti '3 OCT -04 -00 WED 12:32 PM FAX NO. P, 02 Magnuform® 111 - RCS Series Rectangular Cutoff Luminaire - 100 -400 Watt HPS and 175 -400 Watt MH 11a_nufonn Up= uii r a rc rIXi tr housings win sharp cutoff and a variety of t'.i..tnb. ton< for many ripplie.::ihns. Magr•ufonn' clean;tppearan :e and wide range of wattage and snt.r:L', make It an o.t.ctlent Itcimn,:,alution for :hest appitealionst Shopping Centers • 1‘1311s • Commercial and industrial corli,!eze> • Roadway • Any :tea where lumin:,irct styling contributes to the visual ; nvirantneri; Housing LiOhtw.:,ht. tu__e , c:1c piece ford and welded aluminum insures smooth construction and weatherproof inteeruy 'flee lun inaire is l7,'e- drilled for mounting to polo or wall. Ballast lianas: is factory mounted to a galvanized steel end support which anchors to the arm for rigidity. 150 °C insulation, - :0'F starting (0 °Fi HpS), 60 Hz, iIPF bat ash. ;0 Hz available - consult factory. - Lens Door Frame Extruded r.-anic With r•izid Colter bracing and die cast zinc ;atones to permit tool -tree entry for servictag. The door has high quality gaskctii g to goal against entry of insects. dirt, and moisture.. t)ecorat :ve silk set:toning provides for cunccahnent of clectrieal compartment ORDERING INFORMATION ill. SE ;• NRTL/C For use in damp or W91 Iccauons. Lens Flat, tempered and impact resistant aI2 s Lektrocote0 Finish Two roils minimum of electrostatically applied powder coating, high temperature. bonded to the surface for maximum Adherence and finish hardness. Standard knishes inziude bronze. black, gray. and white. Listings Gaskettxi for all weather protection. UL 1572, stutable for wet locatians.CSA -NRT. L,'C certified for outdoor use, IP Suitability, IP55. Socket Heavy duty mogul base porcelain with s�.-:;: _ loaded center contact for positive grip and vibration resistance. EPA Weight Catalog Humber Wattage Pl'41111.utfOn _ •• .._ - .. _ 1t; M = • its- kg RCSA175H3P61 RCSA175H3T81 RCSA250H3P81 RCSA25.0H3781 RCSA400H3P81L' RCSA400H3T8IL1 RCSA400H3W81 L' METAL HALIDE 175W I: i 11I2 1.7 .16 26 11.8 175W Forward Throw 1.7 .16 27 12.2 250W 11: '11 2 1.7 .16 28 12.7 250W Forward Throw 1.7 .16 30 13.6 400W II /III 2 1.7 .16 33 15,0 400W rzorward Throw 1.7 .16 33 15.0 400W Type V Scuare 1.7 .16 33 15.0 HIGH PRESSURE SODIUM RCSA100S3P81 130W 11 ; III ' 1.7 .16 26 11.8 RCSA10053T81 100W Forward Throw 1.7 .16 25 ' 2.7 RCSA1S0S3P81 150W 111111 i 1.7 .16 28 RCSA150S3T81 150VJ Forward Throw 1.7 .16 29 RCSA350S3P81 250W It i II: 2 1.7 .16 35 RCSA25053T81 250W Forward Throw 1.7 16 35 RCSA25QS3W81 250W ?'vpe V Square 1.7 .16 25 RCSA400S3P81 400W II r 111 2 1.7 .16 42 RCSA400S3T81 400W Porwa :C Throw 1.7 .15 42 RCSA400S3W81 4001 Tyos V Square 1.7 .16 42 12.7 13,2 15.9 15.9 15.9 19.1 19.1 19.1 T Ii RCS Series A 8' I 16 11.1* ; 23 1/2' 203 mm 413 mm 1 591 r^m 1. nrruuU wart tafW inctudr.d tED ?:.t• -ipn) Ty7n bd8 Jnymmotn0 GIL1noui nn srna'' d n P wI - c :vnri10o pc_.(on -• G2CYd1 S bu'n a0j. t80k: Horu., rlxvr• urr t, 170 OuwO•t9C5 !.1:1103:14C.2774 ; Tor Tn•T»n!i 112Cr277,147V), cr.wioo 3 ID 6. kn 4UV. 3,131123 810 5. All un'i: W u trcn; a La .t' Cu,o hpsn ro, erns color: chanOn t ro aloe.. 2. 3ray3• Whnn•4 Poles m1-7.10 o:00red separator. See SS= po+o; en pa},;100. lur 2ndl'Clef SW: SAP p1er, c- pa^.a 300.1;, o'urrinurn paiu$ Hubbell Lighting, Inc. 1 OCT -04 -00 WED 12:33 Pi" Magnuform® 11I - RCS Series FAX NO, Sample Catalog Number CATALOG LOGIC lignitallt 400 H P 8 I 1 1 PCR1 1 Sr.::C1 3rrr %volt]g.}, maeot wv.si:n 3 d;arbu:tcrt vataga linU,t Optics WATTAGE 1 SOUHCE 175 H 250 H 400 H 1005 1505 250 5 400 5 17"A/ Metal Hai'do 25CW M t;ti H,l.CO 4J0W Metal riat.de 1COW Hi0h Proaau'a Sodium. 150W Higr Pros ,,rc, Sodium 2SOW High Pressure Sodium 400W H2On Prtla;ure Sodium 1719TRIHU I ION P T W Typo !1 / ill Asymmetric Type N Forward Throw Typo V Sc VOLTAGE 5 6 8 480 volt Tri•7apii? 120;2771347V Guad'Tap 12::`,:20ar_40/277V LEKTROCOTE® FINISH 1 Brottaa 2 Black 3 Gray a While t. seipei d mew rtb;:ndng Z 3Glr. Avouocte wtln i:_VI H ?S. iCLW `tPrukil4 0'y OPTIONS Fusing F1 120 Volt F2 208 Volt F3 24.0 Volt F4 277 VIII F5 480 V011 F6 347 Volt Photocontrol PCRI Twist- Loc'fa Photccontr•I 123 Volt PCR2 Twist-Lock Phc;ccon°cl 2013 Volt PCR3 Twist -Lock Pnelocortrel 240 Volt PCR4 Twist -Lack Pholccomrcl 277 Volt PCR5 Tlvlst•LGCk Phatoccntral 480 `loll PCR6 Twist -Lcck Photocontrol 347 `loll Lamp L Lamp included ACCESSORIES AND AQRPTERS - Must be ordered separately Catalog Number' Uescrtptton EPA Weight It'' M = Ins kg ARMS MAL -4.1 4" rigid arm !or Pat surfaces MAL -10.1 10' rigid arm or fiat surfaces MAL4KF•1 10' adjustable arm for fiat surfaces SLIPFITTERS MAL -K.1 2 31" OD sGptr~ar !or single RCS MAL -TK -1 2 air 00 sfpfirtor for twin RCS ;1801 7 3.2 SSF.90.1 = 2 3/8 -7" 0D - 4" square s!,ofiltar for maximum 4 ACS (2041 .04 20 9.0 RS0- 3120.1: 23/8 -3" 00 • e." 7ound sliofitler for maxirrLm 2 RCS (120 °) .3 .02 20 9.0 ADAPTERS MAL -FM Push mount haroware required when no arm is used - - .25 .1 RSO.04.1 Nominal 4' OD round pole adapter for MAL arms - - 1 5 .7 RSD -05 -1 Nominal 5' 00 r;:nd pole acapte, tor MAL arms -- - 1.5 .7 CAat aluminum wall plate - mounts over rccossad boxes 5 __ .,a MAL-WP-1 - - 2.8 (laq hardware by others) .2 .02 2.5 .5 .05 6.0 2.7 .5 .05 5.75 2.6 5 2.3 H0USES1DE SHIELD RCS -HS Two o'ec4 shielding (Imo and re!lector snieirt) for Type III "P" reflec :crs -- 1.0 .5 POLYCARBONATE SHIELD PCS.SPC 118 ooly:afbona :; s;l.act suspended 3" below door tram -- -- 3.0 1.4 CatrJOq numt::r,r.dcotCS canoe ivy .h Po; otner ootor ^r111M N 1 I 813 :K•Z' 0e y4: Whne.4 t• 1.gri 1C- arms . Hubbell Lighting, Inc. 4T9 P. 03 • Non. ILL L.. •0 0 cc 1- W rz 0 cr 4 0 0 0 • •11111111111il1llh..1llO • 1111111111111111111 I llli tiiIiiIIIIIIIIIIII I E -.i:d11111110111111111 I 111 • Eliiii1111111111111111I ll •...,2iiiillni111111111 Ilillpii1111111111111 II 10 "" ! 14111111111111 I MP:L.31111111111 II • 1111 " ;11:01 11111111111 110 • !111111!111111111111 ir Iui WireSeries serpentine seating to matching • Ultrum's new wire series not only offets.go-Ocilci:Oksarid dUrabillity, it alS'a*".6ffeTglh'd which we've built a reputation:From , : - • *; planters, every Ultruni wire series • piece is estheticily4rid. technically 'compatible. CoVeringthe complete • • series seating m • .. ; . . - • . • ' • ;, • -.•;•:.:••••!7, •••-• •••■ e•■•••••••:.•••4 • . • , ■••' be flush mounted, wall mounted, in- ground or free standing. Powder coat color finishes include black, brown, green, red, white, yellow, blue and, bronze hammertone. Custain•Ccilors- •• are also available. . • _ •-• . . • LTF-5100 Series Flat Seats Shown with UM-5403 Wall Mount UF-5110 3 15° Convex FlatSeats UF-5111 3 15° Concave Flat Seats . . Ur. -5112 3 30° Convex FlatSeats • - SPECIFICATIONS (continued from page 4 • • • • • .• Portable MOurit: 1 1/2" 16-gauge galvanized tubing with 27/s" 11-gatoge ciriter sleeve:, • ; • ,' ";.• Suppor.t TM OA 11-gauge gaNiailizedtlibing. •Iir,:flush Mount and logrOOnd Mount 27/6"::04,11Tgai,ge;:ialliOrlized ? , ;,.134(matibatilt hat rmtim fs• • steel Yogi OMIVr.g,99rITI%;11th • • • , • . • • UP-5000 Series Planters Available in diameters of 161 241 301 36'; and 48", andheights of 18'; 241 301 and 36". UT-5201 Laminated Oak Table Package Also available in 15° concave, convex and 30° convexstyles. 17-5202 OakSlat Table Package Also available*: 15° concave / uonvex and 30° eonvexstyles. UT-5207 Fiberglass Table Package Also avarilaidein 15° concavd convexand 30° convexstyles. Vs' 0.D. 11-gauge galvanEzed . • Tablex Available in. laminatectted oak, fiberglass or slat combina- .).:,.reinfacied_pdyester tesia la a thizkness of 3/16".:,..-.:.4711VMf.:1:7rt.A.4". ' "Ai I 'muff eptioiptiare-w_Eekkie,t•it.g.•;•;, • i.:•• • ;, • • • 7.:,:re.e.'• • .117 . • • UF-5100 Series Flat Seats UF-5110 3 15° Convex Flat Seats U F-5111 3 15° Concave Flat Seats • 80" • UF-5112 3 30° Convex Flat Seats UT-5201 Laminated Oak Table Package 9" 18" UM-5400 Freestanding Base Mount 71/2" I J UM-5401 Inground Base Mount 71/2" 6" UM-5402 Flush Base Mount '4" UM-5403 Wall Base Mount Uneri il;,;11 be a molded poxess of multi-layers of fiberglass:* .1. :Sons wing ix:O ts we!. iwiple h,rt, jotobo, redwood and red oak — • • -:•;.Fbecvicess,Tops: Shall be a molded lx.t."Fess- multi-krYetz d evimettt'?hE,.. find 11Y0P-PliZ413.3tXslef • Llibeitlass:reinfaiei4Olyesteiiigin lo a Midcness 3/16".The , ' Hardware< All ts, as, a Jue 2" nubo h Seamless a hd Psiiists of a;stabilted fi tfial cortsisimit36ifoCe. fr-; • a.m.= GRID STAND This economical bike rack is ideal for high volume bicycle parking. • Welded frame and vertical pickets. • Hot -dip galvanized. BIKE BOLLARDTM' POST These barrier posts provides an aesthetic solution for effective traffic control. • Bike loops enable space efficient dual functionality. • Welded dome cap and bike loops. • Optional base plate cover available. • Removable mounting with optional hole cover. • Made in the U.S.A. • Specifications below. Bike BollardTM Post, two -bike capacity, MastercoatTM finish," color is Raven. To specify: R84.02 -EM-MF (Raven). Grid Stand bike rack, ten -bike capacity, hot- dipped galvanized finish. GS2- 10 -GF. Bike BollardTM Post removable mounting mechanism. To specify: RB4-RM (color, with optional hole cover). Detail showing the R84 -RM removable bollard is a two piece unit: (1) post and (2) permanent sleeve. Detail showing locking bracket. surface grade collar, and the bottom portion of the post that inserts into he permanent sleeve. Detail showing locking bracket of the ground mounted permanent sleeve that receives the post.. Oetail showing the optional hole cover as it connects to the locking bracket of the permanent sleeve which provides a smooth surface grade to enable unobstructed traffic flow, snow removal, etc BIKE BOLLARD"" POST- Select Embedded ( -EM), Surface ( -SM), or Removable ( -RM) mount model: choose Mastercoatr" ( -MF), Powder coat (-PP), or Galvanized ( -GF) finish and a color. For optional base plate or ( -RM) hole cover. specify RB4 -SMC or RB4 -RMC, respectively. Model No Loops F84 -EM Rd4 -SM 1194 -RM Size (h) 36' Model • One Bike Loop R84 -01 -EM R84 -01 -SM RB4 -01 -RM Model Model Materials Two Bike Loops RB4.02 -EM R84.02•SM R84 -02 -RM • Three Bike Loops R84-03-EM R84 -03 -SM R84 -03 -RM Post • a 4.50' x 1/4 ' wall pipe Bike Loops - 0 1' round steel bar GRID STAND BIKE RACK - Select surface mount model, choose Galvanized ( -GF) or Powder coat ( -PF) finish and a color. Model Size (d x h x I) Model Size (d x h x I) Single Face GS1.06 12' x 30' x 48' GS1 -11 12'x30'x110' Model Size (d x h x I) Model Double lace GS2.10 22'x30'x48' Size (d x h x 1) Materials B13 GS2 -20 • 4)5/8' round bar pickets 22' x 30' x 110' • 1/4' x 1 -12' Ilal bar frame .... . ... ......i rt�r:.,,i"gq••wMr::1C h:f::��.Nt;r'r�!!:.C� M >F,'i:wprvnnN•,c- ...Tr....... Straddling both banks of the Arno River in northwest Italy sits the capital city of the Province Of Tuscany, Pisa. The city is renown for its artistic treasures and its history. It is the birthplace of Galileo Galilei. The University of Pisa, whose origins go back to 1343 A. D., is recognized for its contributions in law, medicine, science and engineering. Among its many recognizable landmarks, the city continues in part to be surrounded by a wall. At the northwest corner of the older city is the Piazza Del Duomo, or Cathedral Square, containing some of the world's most renowned artistic treasures constructed in harmonious though not identical styles. The Cathedral's bell tower, known as the Leaning Tower of Pisa, is one of the most famous structures in the world. Aside from the fame it has acquired because of its tilt, the tower is greatly admired for its handsome architecture and for its mechanics of equilibrium, a dazzling testimonial to the genius of design which has endured for centuries. - In the late 1950's, when Angelo and Antonio Risi came to North America, they brought with theme • -"the Italian traditign of casting form and function together in an architectural mode of enduring beauty. So when Angelo Risi, a Professional Engineer, developed a retaining wall system which its very design produced a wall of lasting beauty with an automatic lean, there was only one appropriate name -PISA. PISA RETAINING WALLS PROVIDE THE ARCHITECTURAL DESIGNER WITH THE FOLLOWING FACING OPTIONS: PISA STONE TM A uniform course of 3' high split face units whkh Is able to be constructed from a selection of units of varying widths and depths (NOTE See dimensions and weights table on back page.) �2,.;.—•-t g .C62�jj� g M gWE py�.R�rSaa ro !t 1'� ,_ ., r 'f V• - q.;'S•T 'r -. PISA STONE TM A uniform course of 3' high split face units whkh Is able to be constructed from a selection of units of varying widths and depths (NOTE See dimensions and weights table on back page.) PISA II TM4 A uniform course of 6' high spit face units utilizing either • straight or tapered units or construct curved walls. PISA COBBLE TMt A nonuniform but harmonious Wend of 3' high plea stone units and a 6' high PISA 11 units to achieve a random stone split face finish. 1 �2,.;.—•-t !t 1'� ,_ ., r 'f V• - q.;'S•T 'r -. PISA II TM4 A uniform course of 6' high spit face units utilizing either • straight or tapered units or construct curved walls. PISA COBBLE TMt A nonuniform but harmonious Wend of 3' high plea stone units and a 6' high PISA 11 units to achieve a random stone split face finish. 1 r • ] `4r. 'Jr'iiL •� Oa ti:? lT.v :�' -. �ii7%.f�..l�?'•{" 4., '.i�Hi M1!: �'.J'i�il�wC�Y` GETTING STARTED Before commencing construction, the site should.be analyzed „and a general layout and accurate plan should be developed. Some important factors to be considered are: • site topography and drainage patterns • local building codes, lot lines, etc. • buried utility line locations • storage area for delivered materials • general accessibility for equipment, installers, pedestrian traffic, etc. If you have any questions or unusual site conditions, a qualified engineer, landscape architect, or a PISA distributor should be consulted. SPLITTING THE BLOCKS PISA units are delivered to the site in twin modules. A splitting groove is pre - molded at the center of the module. A few passes with a 3 Ib. Hammer onto a knife -blade chisel will produce two clean and true fractured - aggregate "split -face" units. Be careful to align the chisel with the center of the groove to avoid damaging the block. You may wish to raise one end of the module with a block of wood to assist in splitting. STEP 1— PREPARATION OF BASE LEVELING PAD ' Excavate a trench along the planned location of the PISA retaining wall. All walls should be built on stable, compacted ground to prevent settling. The depth of your excavation may depend upon the condition of your soil (if your soil is unstable it will be necessary to excavate until suitable soil is reached). The depth of the excavation should accommodate a minimum base of 3" - 6" of compacted crushed aggregate ( sand and gravel) and six inches of PISA unit(s) below the finished grade. In heavy soil conditions, provide drainage to alleviate water build -up behind the wall by installing a drain tile behind the base course of each wall. STEP 2— INSTALLATION OF BASE COURSE Begin by placing the PISA units side -by -side on the prepared base level pad with the split -face finish facing out, and the "tongue" is on the top with the groove on the bottom. Level each block from side -to -side and from front -to -back. Check for level often and use a string line as a guide ' to assure straightness. Install drainage tile behind the base course (if required) or place clear 1 /2" to 3/4" stone approximately 9 " -12" behind the units, and then carefully place and compact backfill material between base course and drainage area, and the excavated embankment. Always begin the installation of the base course at the lowest grade level and continue to the highest grade level. STEP 3- =INSTALLATION AND COMPACTION OF•BACKFILL MATERIAL PISA retaining walls should be backfilled and compacted in maximum 9" lifts. All PISA retaining walls should have a clear gravel drainage zone of a 9" -12" depth placed directly behind the PISA units. This fill should consist of 1/2" - 3/4" clear stone. If existing soils are used behind the drainage zone, a filter cloth ( non woven geotextile) should be installed to separate the drainage zone from the existing soil type in order to maintain a free flowing drainage zone. [ NOTE: heavy clays or organic soils are not recommended due to water holding properties.] Compact all backfill material to 95% standard proctor density. Continue to backfill and compact behind wall face in 9" lifts as the wall is built. [ NOTE: only lightweight walk behind mechanical compaction equipment should be used within 3' of the back of the units.] Upon completion of backfill and compaction, sweep the top of the PISA units clean to remove small stones, debris, etc. so the additional courses will rest evenly upon one another. • STEP 4— INSTALLING ADDITIONAL COURSES Position the second and additional layers of PISA units over the base course by sliding the tongue of the previous layer into the groove of the additional layer. The successive courses are automatically set back due to the patented offset tongue-and-groove. The additional layers should be positioned so that a running bond pattern is achieved. It may be necessaryto cut a few pieces with a masonry saw in order to maintain the staggering of joints between additional courses. If it becomes necessary to level the individual blocks on subsequent layers, a small length of butyl tape may be used as a shim device. STEP 5—INSTALLATION OF THE COPING UNITS Once the selection of a PISA coping unit is made, the final layer of the wall is installed in the same manner as the previous layers. ( NOTE: in areas of high public accessibility and vandalism, it is recommended that the coping layer be secured with a construction adhesive ( butyl tape, caulking, etc.). The coping unit(s) should be dry laid on top of the wall in a finished lay out design, then removed (laid back) from the top standard (stacking) course, the adhesive material applied to either side of the exposed tongue of the top standard (stacking) unit forthe entire length of the wall, then the coping unit should be pressed into its final resting position.] It may be necessary to vary the height of the wall to follow changing grades. For a finished look, create step -downs of equal length, and allow the coping layer to overhang the end of each step. ( NOTE: For PISA II walls, an additional coping unit should be place on top of the coping at the step down location to achieve a more gradual step down.] .1, 16 SECTION ONE: DESIGN CRITERIA GENERAL CONCEPT The primary principal of gravity wall systems is to utilize the gravity weight and friction resistance based on material shape to resist lateral earth pressure which develops sliding and overturning failure potential. The PISA retaining wall system is a gravity wall that utilizes its unit weight and shape to resist lateral earth pressure. The patented offset continuous tongue and groove allows for a solid interlock throughout the wall face while providing free drainage of the hydrostatic loads behind the wall units through its dry stacking method of installation. NON - CRITICAL VS. CRITICAL WALLS For low non - critical applications, the PISA retaining wall system can be used effectively for gravity wail structures up to 4. -0' in maximum wall heights. Assumed parameters for PISA retaining walls: Base Solt: Minimum 3000 est bearing capacity Retained Solt: Approximately 32° friction angle (sandy gravel) Surcharge: No additional surcharge (structures, road- ways, etc.) Backstope Angle: Level backstops Drainage: Site run oft diverted, water table fluctuation or embankment or drainage property considered. For taller, more critical applications, the combination of PISA wall units and RISIGRID soil reinforcement geogrid allow for larger gravity walls or structures of twenty feet in height or greater to be built (refer to Section Two). NOTE: tf your project involves one or more of the following conditions, the wall structures should be consid- ered a critical structure and a qualified engineer or a PISA representative should be consulted: • Sloping baddill (steeper than 1:4) • Sloping grade at top of wall • Surcharge bads • High groundwater table • Multiple tiers • Wall built on overall slope • Low soil shear strength (<25 °) • Water applications CURVES PISA 11 units can be purchased with a tapered shape to build convex and concave curves while maintaining a tight outside wall lace. STEPS PISA units as riser with either PISA STONE coping or REVERS -A -CAP units for 'bull nose' tread provide an easy- / to- install step system. REVERS -A -CAP allows for the Installation of a curved coping layer with a minimum of cutting. REVERS -A -CAP coping allows for the option of installing either a smooth or split -lace finish. B17 z z • W 6 JU U O U 0 J F- • u_ w 0 J = W F- O z U• 0 O N O H W W �U LL Q F. .. z W • = O~ z C EXAMPLE ONE: EXAMPLE TWO: Basic Wall Without Surcharge Uniform Surcharge EXAMPLE THREE: EXAMPLE FOUR: Severs Beckslope Angle Multiple Tiered Well SECTION TWO: RISIGRID CRITERIA GENERAL CONCEPT The function of the RISIGRID Geogrid Reinforcement Is to reinforce a prism of soil inlill behind a near vertical modular PISA concrete lada such that the reinforced sail mass function as a gravity structure calculated to resist active earth forces due to the backfill sail retained by the wall. By combining PISA concrete wall units with RISIGRID Geogrid Reinforcement and compacted soils, it is possible to construct higher PISA retaining walls than would other- wise be possible. RISIGRID GEOGRID REINFORCEMENT RISIGRID Is a high-tenacity polyester geogrid produced specifically as a reinforcement for PISA modular block soil retaining walls ranging in height from 2 feet to approximately 16 feet, the upper limit depending upon the types of soils being considered. (Note: PISA walls of greater heights are designed wdh similar grids of greater ultimate design strength.) ADVANTAGES OF PISAIRISIGRID WALL STRUCTURES: • Overall economic benefit due to utilizing existing site soils in most cases and eliminating need for importing select baddill material. • It is ahvays more cost - effective to reinforce the existing soil to be retained than it is to build a conventional gravity wall to support that same embankment. • Superior aesthetics are possible for ctmtfcal structures without the expense of specialized trades. • Reinforced PISA/RISIGRID flexible wall system is bet- ter able to accommodate the following conditions than conventional rigid structures: • Differential settlement due to frost. soil consolida- Uon, etc. (walls can be built without structural footing or base Trost protection). • Surcharge loads above the wall structure through uniform distribution of stress. DESIGN METHODOLOGY Evaluate External Stability The width of the reinforced soil mass must be great enough to ensure that there is an adequate factor of safety against sliding of the gravity structure along its base. overturning about the toe of the wall, and bearing capacity of the foundation soils. Evaluate Internal Stability The number of layers of RISIGRID Geogrid Reinforce- ment employed to form the reinforced soil mass must be great enough that coned the layers is overstressed beyond the long -term design tensile capacity of the grid. Further- more. the length of the reinforcement must be great enough that the reinforcement does not pull out of the fnfiil soil under the action of the lateral earth pressure generated within the reinforced soil mass. In other words, the reinforcement must have adequate anchorage length. Finally, the capacity of the connection donned by the RISIGRID damped between PISA lacing units must be great enough so that the reinforcement is not pulled out of the facia or ruptured.* RISIGRID QUANTITY RISIGRID quantity, embedment length (L), horizontal layer frequency (d„ d,, etc.) and placement elevation are increased as loading conditions exerting forces an the reinforced soil zone are affected by the following: • Wall height, including any embedment of the lower portion of the wall (H) • Uniformly distributed surcharge loading at the top of the reinforced soil zone and retained soil (q) (Note: com- monly used values for vehicle loadings are 100 psi for car traffic and 250 psi for heavy truck traffic.) • Severe backslope angles (greater than IV:4H) • Shear strength of soil (angle of internal friction (e) and bulk unit weights (to( the inlill, retained and foundation soils. • Long term design strength of PISA/ 1ISIGRID connection (Tc). Independent laboratory test resutts available upon request. N126n"�3.>rst12e. _ .. ... -- •- EXAMPLE CONDITIONS: Example One: BASIC WALL WITHOUT SURCHARGE—Level grade at top of wall with no surcharge or backslope angle providing additional pressure. Example Two: UNIFORM SURCHARGE LOADING DISTRIBUTED AT THE TOP OF THE WALL STRUCTURE, i.e., auto parking lots, buildings or other structures, vehicular traffic, etc. —This type of surcharge loading will increase the required amount of geogrid. Example Three: SEVERE (greater than IV:4H) BACKSLOPE ANGLE ABOVE WALL STRUCTURE (note: this wall to places greater stress on the wall structure than example two) –The greater the degree of slope, the more geogrid quantities required. Example Four: MULTIPLETIER ED WALL —This condition must be care- fully analyzed. Closely spaced tier walls can create higher stresses on the lower wall stntctures than an equivalent full height wall. EXAMPLE FIVE: Drainage Considerations Most retaining failures are attributable to poor drainage. A breakdown of the drainage system or an inadequately • designed drainage system can result In an accumulation of hydrostatic pressure which presents a destabilizing force in the RISIGRID reinforced soft zone. An evaluation of the specific site should be performed in order for proper drainage design and engineering to be incorporated. Some typical drainage provisions are the following: 1. Basic Wall Drainage PISA wall units are dry stacked and when combined with a 9 -12• dear drainage zone behind the PISA units will naturally drain without the necessity of weep holes 2. Surface Run -Ciff Surface drainage should be diverted away from wall structure, if possible. through site design. Otherwise, provide plastic (day) soil cap or formed swale to divert surface drainage. 3. Embankment Ftow tt may be necessary, in order to minimize the influx of water into the RISIGRID reinforced soil zone, to install a chimney drain system with outflow pipe at the base of the embankment to interrupt and redirect water lbw. 4. Ground Water Ftow Effects of rising ground water can be offset through the installation of a ground blanket drain zone and outflow pipe beneath the leveling pad/footing and the RISIGRID reinforced sod zone. B18 art h-Ytawctsmi e* c,'r- ArttleW441mrxt*:K :rt•. ,l1rrr;,.x,;, :vs SECTION THREE: SPECIFICATIONS MODULAR BLOCK RETAINING WALL SYSTEM PART1 GENERAL The work covered by this section kcludes the furnishing of all labor, materials. equipment and incidentals for con- struction and Installation of modular block retaining walls as shown on the Construction Drawings or as descnbed by the Contract Specifications. 1.1 Related Work A. Section Four - Geogrid Retaining Wall Reinforcement 8. Section Five • Drainage 12Reference Standards A. ASTM C140- Sampling and Testing Concrete Masonry Units B. ASTM C145 - Solid Load Bearing Concrete Masonry Units 1.3 Material Handling and Storage A. Contractor shall check all materials delivered to the site to ensure that the correct materials have been received. B. Contractor shall take care to store all materials on site in such a way that no damage occurs to any of the materials. Damaged or contaminated materials shall not be Incorporated Into any part of the modular retain- ing wall system. PART 2 MATERIALS 2.1 Definitions A. Concrete modules are pre -cast solid concrete blocks that lone the extemal facia of modular block retaining wall system. B. Wall infill soil is a specified soil which is placed directly behind the wall modules and within a reinforced zone, if applicable. C. Retained soil is an in -situ soil or a specified sod which is placed behind the wall infill soil. Typically, the retained soil is native soil unless other wise specified. D. Foundation soil is the in -situ soil beneath the wall structure. E. Drainage material is a free draining soil with natural soil filtering capability, or a free draining soil encapsulated in a suitable geotextile, or a combination of free draining soil and perorated pipe all wrapped in a geotextile. 22 Products A. Concrete Modules 1. The concrete wall modules shall be in. high x in. wide x in. deep with a maximum tolerance of plus or minus 1/8 in. for each dimension. (Refer to unit dimensions on last page) 2. The concrete wall modules shall have a tongue and groove arrangement at top and bottom of module which shall be offset to permit a minimum wall batter of 1V:8H. 3. The concrete wall modules shall have a minimum 28 compressive strength of 5000 psi in accordance with ASTM C -90. The concrete shall have a maxi- mum moisture absorption rate of 5 percent for freeze -thaw protection. 4. The retaining wall modules shall be solid units and have a minimum weight of lb. per unit. (Refer to unit dimensions on last page( . B. Wall Inlill Soil - 1. The wall Inlill sail shall consist of tree draining sands or gravels as specified in the Construction Specifi- cations or as approved by the Engineer. In cases where a lesser quality material is approved for the wall Inlill soil, a drainage layer shall be provided as descnbed in Section Five. C. Retained Soil 1. The retained soil shall be on site soils unless specified otherwise in the Construction Specifica- tions or as directed by the Engineer. 11 imported fill is required. it shall be examined and approved by the Engineer. D. Foundation Soil 1. The foundation soil shall be on site soils. subject to approval by the Engineer. E. Base Material 1. The base material shall be compacted crushed stone and/or a concrete levelling pad and/or a stone filled cellular mattress spread looting as shown in the construction drawings. 2.3 Approved Products PISA as supplied by a licensee of Risi Systems. PART 3 RETAINING WALL INSTALLATION 3.1 Site Preparation A. The foundation soil shall be excavated or filled as required to the looting grades and dimensions shown on • the Construction Drawings or as directed by the Engi- neer. B. The foundation soil shall be proof rolled and examined by the Engineer to ensure that it meets minimum strength requirements according to the design assumptions. fl unacceptable foundation soil is encountered, the con- tactor shall excavate the affected areas and replace with suitable quality material under the direction of the Engi- neer. C. In cut situations, the native soil shall be excavated to the lines and grades shown on the Construction Drawings and moved off site or to a suitable location for reuse as wall infill, if applicable. 32 Base or Spread Footing Placement A. The base material shall be placed and compacted along the grades and dimensions shown on the Construction Drawings or as directed by the Engineer. The minimum depth of base material shall be 6in. =Installation of Retaining Wall Modules. A. The bottom row of retaining wall modules shall be placed on the base material or spread footing as shown on the Construction Drawings. Care shall be taken to ensure that the wall modules are aligned property, level and in complete contact with the base material. 8. The wall modules shall be placed such that the tongue and groove arrangement provides an offset towards the back of the wall lace. C. The wall modules shall be swept clean before placing additional levels to ensure that no dirt, concrete a other foreign materials become lodged between successive lifts of the wall modules. D. The contractor shall check the level of wall modules with each lift to ensure that no gaps are formed between successive lifts that may affect the pullout resistance of geogrid reinforcement, if applicable. E. Care shall be taken to ensure that the wall modules are not broken or damaged during handling and placement 3.4 Drainage • •— .. ..+r A. Refer to Section Five Drainage Geogrid Reinforcement (tf Required) A. Refer to Section Four Geogrid Retaining Wall Reinforce- ment Infilt Soil for Geogrid Reinforced Retaining Walls Of Re- quired) A. Refer to Section Four Geogrid Retaining wall Reinforce- ment Retained Soil A. Retained soils shall be placed and compacted behind the wall modules, or behind the soil infill ( Geogrid Retain- ing Walls) in maximum lift thicknesses 01 150 mm (6 in.) The retained sod shall be compacted to a minimum density of 95% Standard Proctor. 8. No heavy compaction equipment shall be allowed with in 1 m (3 ft.) of the wall modules. PART FOUR PAYMENT A. Payment for earthworks to prepare the site for the retaining wall construction will be based on the contract unit price per cubic yard for excavation and placement of soil materials. B. Payment for the retaining system will be based on the contract unit price per square foot of wall face shown on the Construction Drawings. The area shall be deter- mined as the height times the length of wall sections from the elevation of the looting to the top of the capping layer. The contract unit price shall include the cost of all labor, matonals, and equipment to install the base material, or spread looting, wall modules. drainage materials, re- tained soil and site clean up. C. Payment for geogrid materials and reinforced wall Inlill soil will be as described in Section Four Geogrid Retaining Wall Reinforcement. B19 i DIMENSIONS AND WEIGHTS DISTRIBUTED BY: NORTHWEST LANDSCAPE SUPPLY 12500 - 132ND AVE NE KIRKLAND, WA 98034 206 - 820 -9325 MANUFACTURED BY: o../An.... LC. euuo,, 9714 192nd Street Surrey, 8C V3T 4W2 Phone: (604) 888 -6688 Fax: (604) 888 -6005 TECHNICAL DATA PISA UNITS COMPOSm0N AND MATERIAL COMPRESSIVE STRENGTH WATER ABSORPTION RATE DENSITY (Alr -dry) DURABILITY PISA units are martutactured with materials wh' conform to all applicable sections of ASTM C•90.9 and exceed NCMA Tek 50A 5000 psi (minimum) ASTM C -90.90 5% Maximum ASTM C -90 -90 140 -150 Ibs (cu. ft.) No sign of cracking, spelling, or deterioration after rapid freeze-thaw durability test ASTM C-666-84 COLOR OPTIONS Standard Colors Custom Colors Pewter Grey (natural) Chestnut Brown (dark brown) Sandstone (light brown) Special quantity orders only AVAILABILITY Contact your local PISA distributor tor availability of colors and Individual unit shapes. NOTE: RISI SYSTEMS RECOMMENDS THATACOMPETENT GEOTECHNICAL ENGINEER EXPERIENCED IN EARTH RE- TAINING STRUCTURES AND FAMILIAR WITH THE SITE AS- SESS ALL SOIL AND LOADING CONDITIONS AND PREPARE SPECIFIC CALCULATIONS FOR EACH PISA WALL AND FOOT- ING DESIGN. THE INFORMATION CONTAINED HEREIN HAS BEEN COM- PILED BY RISI SYSTEMS AND TO THE BEST OF OUR KNOWL- EDGEACCURATELY REPRESENTS THE PISA PRODUCTS FOR USE IN APPLICATIONS WHICH ARE ILLUSTRATED. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED AND ITS MAN NER OF USE IS THE SOLE RESPONSIBILITY OF THE USER. • FOR MORE DESIGN INFORMATION, PLEASECONTACTYOUR LOCAL PISA DISTRIBUTOR OR CALL: RISI SYSTEMS 1 (800) 626 -WALL • "PISA 1I ", "PISA STONE", "PISA COBBLE", "REVERS -A -CAP ", and "RISIGRID" are registered Trademarks In the United States and Canada. "PISA" Products are manufactured through a licensing arrangement with Rothbury Investments, Ltd. under the following U.S. Registered Patent Nos.: No. 4,490,075, No. 4,815,897 & Des. 284,308. Copyright 0 1992 ROTHBURY. B20 PISA Unn type Hominal Dimensions H x W x D (Inches) Nominal Face Area Per Unit (Sq. FL) Nominal Weight Per Unit (Ibs.) PISA Stone 3 x 12x 12 3x8x12 1/4 16 37.5 25 RD (STACKIN PISA Stone 3x24x8 3 x 24 x 12 3x24x16 12 12 12 83 75 100 PISA 11 6x8x12 6x7 12 (TaPemd) 1(3 1i3 53 48 PISA Stone Comer ;? . -..: , ;,; r;• r• . 3 x 24 x 12 12 75 PISA C Comer =7;. +,;i: .: ®. eeta+maoeas►. 6x20x8 1 60 1 COPING UNITS PISA Stone CoPIn9 3 x 24 x 9 3x12x12 3 x 24 x 12 12 1/4 12 S3 40 80 j;_ J r 7` "' j :::i;T j ` Revers -A�p 3(7x 7-8 x 14 176 22 DISTRIBUTED BY: NORTHWEST LANDSCAPE SUPPLY 12500 - 132ND AVE NE KIRKLAND, WA 98034 206 - 820 -9325 MANUFACTURED BY: o../An.... LC. euuo,, 9714 192nd Street Surrey, 8C V3T 4W2 Phone: (604) 888 -6688 Fax: (604) 888 -6005 TECHNICAL DATA PISA UNITS COMPOSm0N AND MATERIAL COMPRESSIVE STRENGTH WATER ABSORPTION RATE DENSITY (Alr -dry) DURABILITY PISA units are martutactured with materials wh' conform to all applicable sections of ASTM C•90.9 and exceed NCMA Tek 50A 5000 psi (minimum) ASTM C -90.90 5% Maximum ASTM C -90 -90 140 -150 Ibs (cu. ft.) No sign of cracking, spelling, or deterioration after rapid freeze-thaw durability test ASTM C-666-84 COLOR OPTIONS Standard Colors Custom Colors Pewter Grey (natural) Chestnut Brown (dark brown) Sandstone (light brown) Special quantity orders only AVAILABILITY Contact your local PISA distributor tor availability of colors and Individual unit shapes. NOTE: RISI SYSTEMS RECOMMENDS THATACOMPETENT GEOTECHNICAL ENGINEER EXPERIENCED IN EARTH RE- TAINING STRUCTURES AND FAMILIAR WITH THE SITE AS- SESS ALL SOIL AND LOADING CONDITIONS AND PREPARE SPECIFIC CALCULATIONS FOR EACH PISA WALL AND FOOT- ING DESIGN. THE INFORMATION CONTAINED HEREIN HAS BEEN COM- PILED BY RISI SYSTEMS AND TO THE BEST OF OUR KNOWL- EDGEACCURATELY REPRESENTS THE PISA PRODUCTS FOR USE IN APPLICATIONS WHICH ARE ILLUSTRATED. FINAL DETERMINATION OF THE SUITABILITY OF ANY INFORMATION OR MATERIAL FOR THE USE CONTEMPLATED AND ITS MAN NER OF USE IS THE SOLE RESPONSIBILITY OF THE USER. • FOR MORE DESIGN INFORMATION, PLEASECONTACTYOUR LOCAL PISA DISTRIBUTOR OR CALL: RISI SYSTEMS 1 (800) 626 -WALL • "PISA 1I ", "PISA STONE", "PISA COBBLE", "REVERS -A -CAP ", and "RISIGRID" are registered Trademarks In the United States and Canada. "PISA" Products are manufactured through a licensing arrangement with Rothbury Investments, Ltd. under the following U.S. Registered Patent Nos.: No. 4,490,075, No. 4,815,897 & Des. 284,308. Copyright 0 1992 ROTHBURY. B20 D luatat1auf.V 4•i Ift 1911._ • . TD. SRHWL 71710 • (iLY J1' -Y (16110 IIL(S 10 YR.IOI 4 o E- 0-aO1°il�c r, I1 MIV LLM(i<D PIP( - RiRIWOM 1 hull PM) a • Si,: -• -MV Y0(It 1 1 P.VC7I 6': 51401111710.1 NC -- MV al (INE HA 40'0110 (W MO IOC I•10 7(: Mutt MC -Kr OLIO S1AN 1/ WL17 • WIU•0 Olt 05116 (Nal KLESSWL) DP. 00: S 5 MC. (0770 PIIGSI 7700011 -••• • -- NI•u' P001. V/ I6VSI0 OO DR (N61I (HP) ,,,p,.}r{Y,', %rrivE,0 ..rim {I '1444.Mh-''r ihi r III I itIIiI II III 4'��,•. III III .I i,L I•11;.t,.f (00 07 ;r.4w�' ', .. i a kti ti }' s }5S { }, r' � }� r 'ti'FrV� NOTES: '''''''''jjjjjj M 6O0(t5 7000 01100 MW W (l' XAL(1 007 001 101 CWSIY. WEST ELEVATION SCALE: I. - 10' -0. SC.R+`' t 1A/ALL - L -emu sruvG, c3 3 1 I3L ILbintG oocM 10 usual •• (O51PC 11011 08701E (M'.) . -• 11611E ant 000'! 70 KIM (16110 T010 X:HI IO -: INGM / - -•• 1V OI511 0 511101 0L (11C1. O.O. • - sap( r/ NEOTRENE MO PANEL RCH-403 INCA-Rio —••• 5rJLE: 1 1 -0' • DI MeA4( tOIVS L'4 ( Lt. VP'( lo-)C Gltikoe &-LEVA-114:0-1. TIP) 1/4 V t•-z* • 1.-.2 • DEEP BLOO(OLTT. GROUT SOUD AFTER SETTING MEDIAN. r 3/16V <TV. 24 GA. EXTERIOR ITEMS SNAP LOCK PRE-FINISHED NEM PANEL DTSTALLED PER LAFR. RECouuENENT1ONS. REF. DEM 7/56.2 SUDPE TS4 3 ute 46/ UR- TM. (4)-PLICES 156 6 n 5/16' 1/4. GP Pl. 4440 aka pL. 3/4 • 12 1.-O• ATTACHED TO GRADE BEAu (4)-3/4'. 4449 BCCTS e CUU WALL BETOND w/(2)-15 HORLZ. 41 5.0. *ALL 4610 15 0 3r 0.C. laRTICAL CONELS NOT SHORN FOR CLARITY. (2)-15 • 2•-0 • Does NS. & 1.5. 40 DOW KAU -GENERATOR NOUSE KEEPING / PAD BEYOND 9/ •4 0 18. 0.5. UCH riAT w/ 1/2511.J4. 1/4x DEPTH../15 0 15. 0.C. EA. WAT TCP & BOTTOM I/4: 15 CCNT. 3)-13 DES AT EA. A.B. GROW o 3. O.C. -LANDSCAPING S1RP 0 ON sCALE: 1/2" 1.-0. l'-O• •-0• um. ENDED (4)-15 TOP & SOT. .Ti.'•=6T••• FLOOR OcUiN Am) PPE PER CM. PLAN (3)IT/M, (3-31-ault.t0146 r• Snap -on Standing Seam 12 ", 18 ", 19" or 20" 0.C. 24 gauge steel 1" high .032 aluminum /1 12 ", 18 ",19' or 20" O.C. Snap -on Batten 11 " ..r 18" 0.0. 1-1/ nigh 24 gauge steel .032 aluminum 1 -1/2" 11 ", /6" or 18" O.C. High Snap -on Standing Seam 11", 18 ", or 19" 0.C. 1 -1/2" high 24 gauge steel .032 aluminum 1 -12" 11", 18" or 19" O.C. '24 ga. panels listed in bold print are UL -90 rated over solid substrate. 07610 /PET BuyLine 3008 Top Photo: Borders Bookstore Monroeville, PA Owner: Agree Corporation Architect: Baker and Associates Architects Roofing Contractor: Allegheny Roofing and Sheet Metal Co., Inc. Color: Zinc Profile: Snao -On Standing Seam Bottom Photo: Market Scuare of Northbrook Northbrook. IL Owner: Cnx Peal Estate & Equities Architect: Jcnn T. Staub & Associates Roofing Contractor :: Dessent Roofing Color: Forest Green Profile: Hign Snap -on Standing Seam 11 z Q . =z ~w JU O 0 co u) J= � LL W O gQ =a Lw z= F- O Z w 0 O N W W LLO .. Z U= O� Z 1?. 1:. - WREw w/ KOINE NTO P»4ZL 1c14-RS HIGN-R18 I Digati-E011._ SCALE: 1 1-0 Dittien3m,9m.c Vikg-`4 1:›e9ehA2.0.-)C - ON GOAC*0 EtSwrirtoo-6 24 CA EXTERIOR METALS 5NAP LOCK PRE-FINISHED USAL PINEI. INSTALLED PER La. RECOIMENDATIONS. REF. DETAL 7/56.2 SECTION riv> 1/4 I.-r t DEEP 131.00(061. GROUT SOUS AFTER MOND COLUull. 154 a 3 3/1e VT/ 1.F.44.. TTP. (4)-P1ACES r 1 6/4X SU30E -- 1 FULL / 07131 656 6 5/1e M. MTH I/4 CAP Pl.. 4113 IISE PI.. 3/4 12 ATTACHED TO GRIM BEA14 6114 (4)-3/•• 4449 BOOS r coo *ALI. BrIDND w/(2)-l5 40612. 60 1.0. WU 4440 15 0 32 0.5. VERTICAL V6611C44 5162 C0655 NOT SHORN FOR CLAM. (2)-15 r -e DOWELS N.S. & T.S. AT CVO BOND eau 664666606 66(451. KEEPPG. I PAD BrfOND W/ 14 0 18 0.C. EADi wAY VI/ 1 1/2. CLEAR 15 0 15. O.C. EA. MAY TCP & 601TOU 15 CENT. (3)-13 TIES AT EA. AB. CROW o 3 O.C. -LAROSCAPING 5664' 1*-1). 6114. EMBED (4)-15 TOP & DOT. 1 1/ 45 FLOOR OMR kV PiPE PER CAA_ PLAN WALL 1/2 52 -au +La 1•16 d t.7 ''000 CO C, N1716/ * cri71,07. City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director September 6, 2000 TO: Mark Hancock, Segale Business Park FM: Carol Lumb, Associ'aff Planner RE: Proposed Segale Building 931A We had an opportunity to meet with the architect for this project, Bob Fadden yesterday, and I wanted to summarize for you the issues that we discussed with him. The major issue staff has identified with the proposed 931A building relates to the great length of the building wall, approximately 600 feet, along a major transportation corridor in the City. In the meeting yesterday, we talked about using different wall textures to add visual interest and break up the mass of the wall and using some form of art on some of the wall panels as another way to vary the wall treatment. We also talked about wall modulation both at the corners and at the two "entrances" (which are actually emergency exits from the building, not entrances) on South 180th Street. Staff suggested reversing the corners but we did not reach a conclusion on the issue of modulating the two "entrances ". After further discussion in the office, we have determined that it is very important to modulate the wall in order to mitigate the impact of the length along South 180th Street. The modulation should occur both at the two "entrances" that are shown on the site plan and at the corners of the building on South 180th Street. On the attached portion of the site plan, I have drawn examples of where the building should be stepped back. These are the major issues we have identified with the project to -date. Modulate the building facade by reversing the corners and indenting the building as illustrated on the attached drawing at the two "entrances" proposed on South 180th Street. • Vary the surface texture and height of the facade at least every 50 -60 feet. Block skin on the outside of the concrete tilt up wall could be used to vary the texture as well as to create a warmer "feel" to the building than created by painted concrete. This adds visual interest for both the pedestrian as well as vehicles traveling along South 180th Street. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 Mark Hancock Segale Building 931A • Street trees must be installed on both sides of the sidewalk and the planters depth varied to again provide some modulation of the streetscape. • Move the generators back to abut the existing generators so as to allow more room for landscaping adjacent to the west property line to screen the site. One issue that we did not talk about with Bob, but have discussed with you is the issue of the noise created by the both the emergency generators adjacent to the building as well as the mechanical units that will be on the roof. Projects similar to Qwest's have generated a number of complaints about noise from adjacent property owners. This will need to be addressed through the environmental review of the project. I hope this. helps the project team as you finalize the plans for the design review submittal. If you have any questions, please call me at 431 -3661. Attachment cc: Steve Lancaster, Director, Department of Community Development 2 c:\my docs \BId931A \Hancockl.doc z • ual= JU U O' 0) 0. cn w. w.= LL, O, 2 g a` =w t-= z� O. Z 1—i U • 0 10 N 0 I—. w w, --O Viz;. U F. • z DCIS11NG CURB, GUTTER AND SIDEWALK SOUTH 180th STF t2'til sue. S 8T 50' 09" E 786.9.2' • 0 0 NUZ'UJ'51" 1-415-(104, EXISTING DRIV =WAY SOUTH 180th STREET 09" E 786.92' 174VitJ6 Ito Iriv06610:104 FIRE HYD. aui-f JL WA.u, : >..424.vLi a 0- • o J � CO oci File: L 00 -0060 Drawing #10 -11 yIW 41, 13. BUILDING SECTION IIUIII■IPII . I • 1 III 11 lump Y \ �� ��illii�h� .•, hlnptl'll'llII I p J ,nP °s s91I11•11■ 11101 ■i•Mi Ia1h....Jmmmntlnlannll 11,.0 ■I■■I��I d'11111111111111 1t • 11111111 I:LIc 2 .4; our:.�•b PPARTIAL NORTH ELEVATION dca� IAV.r, b•o. vita alb FFus i MGI(41 !11.0 f SECTION AT RAISED PLANTER vr.r� • SECTION AT SIDEWALK ir.} i. kM,.:: t.:: J: °•.n:rc:u.t.:.cl::ovihas�?fa =�:i �w.:nr•�::+x�.3 �. ... .. 7,71A-t,711. "7*seAtan,t41 EAST ELEVATION MMUS ,' .0S PARTIAL NORTH ELEVATION scats, SECTION AT BENCH L -2 Z � Z. W ce U0. to 0: W 2 W W 0: < V/ ix c5 W ZF-, zI 'U� co ion_ =W u' ~O titZ i O Z Environmental Checklist STATE ENVIRONMENTAL CHECKLIST A. BACKGROUND: 1. Name of proposed project, if applicable: Building 931A 2. Name of Applicant: Applicant: Segale Business Park, P.O. Box 88028, Tukwila, WA 98138 206/575 -2000 Owner: La Pianta LLC, P.O. Box 88028, Tukwila, WA 98138 206/575 -2000 Contact Person: Mark Hancock Telephone Number: 206/574 -0110 or 206/575 -2000 3. Date checklist prepared: August 17, 2000 4. Agency requesting checklist: City of Tukwila, Washington 5. Proposed timing or schedule (including phasing, if applicable): Proposed construction would commence upon issuance of necessary permits and approvals. The physical work would be completed in approximately 9 months. 6. po you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. None are anticipated at this time other than tenant improvements. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. EIS for Segale Business Park —1974 Geotechnical Report by Geo Engineers, dated 8/15/00 (submitted with application) Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. 9. List any government approvals or permits that will be needed for your proposal. SEPA, Design Review (BAR), Grading & Utility, Building, Mechanical, Fire Protection, Plumbing & Side Sewer, Signage, Puget Sound Clean Air Agency demo approval. Building 931A Project Submittal, Tukwila August 17, 2000 draft 1 I Environmental Checklist 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. Construction of approximately 130,000 s.f. telecommunications center building, over an existing parking lot on northern portion of a 7.57 acre site (southern portion occupied by existing 89,200 s.f. telecommunications center building). Work will entail demolition of existing parking lot and approximately 1,370 s.f. building, preload of site, and then building construction. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The development area is shown on the attached site plan (Exhibit B), and on the vicinity map attached as Exhibit C. The project site is located on tax lot # 352304 -9120, in the NE1/4, Section 35, Township 23 North, Range 4 East, W.M., at the southwest corner of Andover Park West and South 180`" Street. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? Yes (see question 8h below). B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other: Applicable items are i,nddrlinPrl. b. What is the steepest slope on the site (approximate percent slope)? Approximately 2% c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Sand and gravels. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. building 93I A Project Submittal, Tukwila August 17, 2000 draft 2 Environmental Checklist 2. AIR e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. There will initially be 12,600 c.y. of sand and gravel preload fill, coming from (and returning to) our stockpile on Segale Business Park property 1000' southwest of the site. Fill and grading for the project thereafter will be minimal since the site was already graded for the parking lot. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. None is expected because the site is relatively flat. N L u O g. About what percent of the site will be covered with impervious surfaces after project ga 5 ua rn �. t d. Approximately 95% of the site will be covered with impervious surfaces. These include z i buildings, parking, driveways and sidewalks. The site currently is approximately 95% impervious 1- ~O surfaces, so there will be no change in impervious surface. tZ 1— h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: • ❑ O in- Silt . fences and sediment traps will be used to control storm water prior to discharge into existing GI ! onsite catchbasins. During construction new catchbasins will be installed. All catchbasins will = w have CB protection. - �. u'O' z Ur 0 a. What types of emissions to the air would result from the proposal (for example, dust, Z automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. construction (for example, asphalt or buildings)? Normal emissions and dust associated with use of construction equipment. After construction normal exhaust associated with customer and delivery vehicles, and intermittent use of emergency generators. b. Are there any off -site sources of emission or odor that may affect your proposal? If so, generally describe. No. c. Proposed measures to reduce or control emissions or other impacts to air, if any: During grading and earthwork construction water (via water truck) will be used to minimize dust. Construction equipment will meet local, state and federal emission standards. Emergency generators will meet Puget Sound Clean Air Agency regulations. Building 931A Project Submittal, Tukwila August 17, 2000 draft 3 �r ry, Environmental Checklist 3. WATER a. Surface Water: 1) Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Yes, the Green River is approximately 375 feet from the southeast corner. Stormwater from the site will flow into the City of Tukwila storm water system and is conveyed to the P -17 pond for detention prior to discharge into the Green River. 2) Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3) Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None. 4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No. 5) Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. No. 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No. Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. No waste materials will be discharged. Auilding 931A Project Submittal, Tukwila August 17, 2000 draft 4 Environmental Checklist c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into other waters? If so, describe. Runoff from parking areas and building roof will be collected and gravity flowed to the existing City Storm drainage system. The City system lies within the P -17 basin. 2) Could waste material enter ground or surface waters? If so, generally describe. Oil/water separators will be installed onsite to minimize water quality impacts from parking areas. z = w • 0O wi w wO gas. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if LL a w. z 1-O z I— 4. PLANTS v Cl). D- c) 1 a. Check or circle types of vegetation found on the site: Applicable items are finddrlined. w w. U' x deciduous tree: alder, maple, aspen, other- 1 randnn Plain Trap w 0 x evergreen tree: fir, cedar, pine (in pots), other: i . z: co x shrubs c) _ grass _pasture any: Runoff from parking areas will pass through oil /water separators before discharging to the City of Tukwila storm sewer. Project will comply with King County Stormwater Manual. _ crop or grain _ wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other _ water plants: water lily, eel grass, milfoil, other _ other types of vegetation b. What kind and amount of vegetation will be removed or altered? The construction area is clear of vegetation other than existing parking lot landscaping. c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping will use native vegetation. building 931A Project Submittal, Tukwila August 17, 2000 draft 5 Environmental Checklist 5. ANIMALS a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Applicable items are t:ncidrline.d. Birds: Hawk, heron, eagle, songbirds, other: Mammals: Deer, bear, elk, beaver, other* None observed Fish: Bass, salmon, trout, herring, shellfish, other' None observed b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. Part of Pacific flyway. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. ENERGY AND NATURAL RESOURCES z re 2 uai= 0 O' co 0 J U. t- wO J. • d =w H= z� F- O. z 1- U• 0 O rn, • lz w uj a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet H the completed project's energy needs? Describe whether it will be used for heating, u- O manufacturing, etc. w z U N 0 z Electricity will be used for lighting and telecommunications equipment operations, and natural gas and electricity will be used for HVAC. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The building will be designed to meet the Washington State Energy code to save energy in heating and cooling the building. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. Emergency power generators will have 2,000 gallon diesel fuel tanks, designed and installed per governmental regulations. building 931A Project Submittal, Tukwila August 17, 2000 draft 6 Environmental Checklist 1) Describe special emergency services that might be required. None. 2) Proposed measures to reduce or control environmental health hazards, if any: Project will be consistent with the City's Fire Code. b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? Existing traffic on 180th Street. 2) What types and levels of noise would be created by or associated with the project on a short-term or a Tong -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Normal noise from construction equipment during construction (approximately 7:00 AM to 5:00 PM). Noise from vehicles and delivery trucks once the building is open for business (approximately 8:00 AM to 6:00 PM). HVAC systems will create noise on a regular basis, while the emergency generators would create noise during periodic testing. 3) Proposed measures to reduce or control noise impacts, if any: Project will comply with City noise regulations. All equipment will be operated with required local, State and Federal mufflers. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? SITE: Parking lot in northern development area, and existing telecommunications center in southern part of parcel NORTH: Retail, theater SOUTH: Warehouse EAST: Office WEST: Restaurant b. Has the site been used for agriculture? If so, describe. Yes. The site was converted to urban uses in approximately 1970. c. Describe any structures on the site. Existing approx. 1370 s.f. structure. d. Will any structures be demolished? If so, what? Existing approx. 1370 s.f. structure. Building 931A Project Submittal, Tukwila August 17, 2000 draft 7 z iI • in J U. 00 co ❑ co ill: W =. WO gQ; • _, _▪ o z La U❑ U -O Ili z. •U= O ~' z Environmental Checklist e. What is the current zoning classification of the site? TUC (Tukwila Urban Center) f. What is the current comprehensive plan designation of the site? TUC (Tukwila Urban Center) g. If applicable, what is the current shoreline master program designation of the site? n/a h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. The site is shown on the City maps as being within a "sensitive area" described to be "of potential seismic instability, with soft, lose sand and a shallow ground water table." i. Approximately how many people would reside or work in the completed project? Approximately 10 j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: Not Applicable. I. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Proposal is consistent with current zoning and comprehensive plan designation. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low- income housing. None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. Building 931A Project Submittal, Tukwila August 17, 2000 draft 8 Environmental Checklist 10. AESTHETICS 11. a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? Maximum building height: 26 feet exterior walls, plus 16 feet HVAC equipment and screening Exterior materials: architectural concrete. z w ce 2 JU O 0 b. What views in the immediate vicinity would be altered or obstructed? to w w= Views of the streetscape will be altered by bringing a building closer to the street. J • LL-: O c. Proposed measures to reduce or control aesthetic impacts, if any: E Project will be subject to City's Design Review. u- • a =tu z 0. Z a. What type of light or glare will the proposal produce? What time of day would it mainly W Ug '0 N 'Ca l— w w. 1— U' b. Could Tight or glare from the finished project be a safety hazard or interfere with views? LI 0, z: No. v =: O~ c. What existing off -site sources of light or glare may affect your proposal? z LIGHT AND GLARE occur? No anticipated glare from the building. Parking lot will be illuminated during business hours when it is dark. None. d. Proposed measures to reduce or control Tight and glare impacts, if any: None. 12. RECREATION a. What designed and informal recreational opportunities are in the immediate vicinity? There is a pedestrian /bike trail that runs along the east side of the Green River. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: ®uilding 931A Project Submittal, Tukwila August 17, 2000 draft 9 Environmental Checklist Existing sidewalks provide safe access to the Green River trail. 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to be on or next to the site? If so, generally describe. z z 1- I- w: 6 None. v O N 0 cnw. w =• J u O ci =W z �o z t- a. Identify public streets and highways serving the site, and describe proposed access to U e the existing street system. Show on site plans, if any. 0 F„" ww 1- U LL Z: w — =. O~ b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None. 14. TRANSPORTATION Site is served by South 180th Street on the north, Andover Park West on the east, Segale Drive "D" (private drive) on the south, with access to the project available from Andover Park West and Segale Drive "D." (see Attachment B) b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes. Metro presently has service along both Andover Park West and South 180th Street. c. How many parking spaces would the completed project have? How many would the project eliminate? Parking spaces at completion: 67 (36 onsite, 31 offsite) Parking spaces eliminated: 386 onsite d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. 1k01ding 931A Project Submittal, Tukwila August 17, 2000 draft 10 z Environmental Checklist 9. 20 trips per day are projected (peaks unknown at this time). Proposed measures to reduce or control transportation impacts, if any: No significant impacts are anticipated. 15. PUBLIC SERVICES z w JU 00 w: a. Would the project result in an increased need for public services (for example: fire w = protection, police protection, health care, schools, other)? If so, generally describe. u_ O Yes, fire protection and police protection by virtue of the fact that there will be an operating 2 building and business onsite. Health care only insofar as tenants may require emergency g _,. services. w -a b. Proposed measures to reduce or control direct impacts on public services, if any. H _ z t— . None. z0 w moo` 16. UTILITIES v co O D I- a. Circle utilities currently available at the site: electricity, natural gaR, water, refuse s _rvi _ _, w telephone, sanitary sewer, septic system, other. Applicable items are underlined 1 b. Describe the utilities that are proposed for the project, the utility providing the service, li z and the general construction activities on the site or in the immediate vicinity which U co, might be needed. p 1— Sanitary sewer: City of Tukwila Storm sewer: City of Tukwila Water: Highline Water District Telephone: Qwest (US West) Electricity: Puget Sound Energy Natural gas: Puget Sound Energy SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Date Submitted: August 17, 2000 Attachments: A - Legal Description B - Site Plan C - Vicinity Map aaiding 931A Project Submittal, Tukwila August 17, 2000 draft 11 z EXHIBIT A BUILDING 831A SITE SEGALE BUSINESS PARK LEGAL DESCRIPTION: LOT 3, CITY OF TUKWILA SHORT PLAT NO. 86- 45 -SS, REVISED BY INSTRUMENT RECORDED UNDER FILE NO. 9311301961, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87° 50' 09" EAST ALONG THE NORTH LINE THEREOF, 449.30 FEET; THENCE SOUTH 02° 09' 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE .POINT OF BEGINNING; THENCE SOUTH 87° 50' 09" EAST ALONG SAID SOUTH MARGIN, 786.92 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 95° 35' 05" AN ARC DISTANCE OF 83.41 FEET; THENCE SOUTH 07° 44' 56" WEST, 348.56 FEET; THENCE NORTH 87° 50' 09" WEST, 802.76 FEET; THENCE NORTH 02° 09' 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. Z W.. .6m; • J U: 00: 0. • w .w =; J � u_ w0 LL ¢. • I- O; • Z I-: • D0i. O -t. 0 � w W', .1- • • - 0 w • 0 .0 . Z • 1 VICINITY MAP 1411 OM11ER & APPLICANT: SEGALE BUSINESS PARK P.O. 001 01075 SUMO. MA 90130 -7070 ATM: LURK NMCOCN 206 -S13 -3000 ENDRICER: LAT101 k 5R.. MG P.S. AIM WI 0. SELL. P.C. 15600 RE04Oq RAY. 51E 302 REGROW. MA 50032 35. 001 -0I31 PROXCT ADORESS` 0101 SOU111 10015 SMUT VLAM.A, MA 5030 TA% LOT NO 3133040100 UST OF DRAWINGS CI.0 SITE PLAN C2.0 DEM0 & EROSION C0NIR0L PLAN C2.I DEMO & EROSION CONTROL NOTES k DETAILS C3.0 PRELOAD PLAN C3.5 PRELOAD SECTIONS 8 NOTES LEGAL DESCRIPTION: 100 10A 0r WPM OM PMI NO 0.3441 1(0140 N MINIMA M44100 Rp1 MI K. 114301101. 140101 Of NO EOM. 610N11WA KK MOWS, 0uµ40 AS I01p1: IMO 11ooss U41 1m.IA Nos CC0.3*t.O:IR:n10*. 100060In MOW Iti l l wlw 5001003 KRONA EMMA 0 IK SWOP AMR( 01 WE N015[µ1 001E 01 LO SILO A MaKI SOON 1f SW 01' WI µNR: IK I0l* Ua 1410. 034.30 RP: MAO SOON or Dr Sr KP. 3400 1101 10 00 WiM RAM 0 W N I10µ POP AK IK ON 101 0 WOO: ADO SAO or 34 Dr w•1 0004 LO 10µN RAGA 1103 41111 M4Ri 4(00 • M,1 10 IK 1011 two • 00111 Of 1000 MI/ I11WIOI • MARA WI 0 Sr 35' 0). 33 AK Eirool 0 114 ItW1 MAO 10440 Or 14 13' 0001, Nast /f01 ROM NONµ 07 30' Or 0011 (01.16 1101: MKS MAIN or Or 11. 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WWI fPA1110 10 310010 .10(1110 SIO. 11W SOUTH 180TH STREET ABBREVIATIONS KEY: 4400 Fl6 fit l , W El.IL AMR BMA swl COMM OCKN0EK ON DEMO CO MO 14 ['ILOON SO N WISINGN LIT TN AM MOW SS 61 ET 5 MS 0346 0ttt At 101E VILA MIL 07 LOW MU MOOR 511 NL 1011K1 SW 1/I 111 4/1 35 -73 -4 C Ye �I�`' �° ss���1�..�... � _.err _ `I'.�sq ..... N_�r �1 � 1�DIlSt S _ �a IIbP.CP111ON0 {. /y �.wrPA.� U - M 0 . 03' 3340' L.03.41 •,u ,-4 r4* r Traci 11• .:i1RAN. sumr.rai I.1w •40:7 0 uc r.a=•d C'1Y: 40°:140°0 ts 441 SEGALE DRIVE "D" l./ IN 0 Aat 1 5 sc4u r . m• PERMIT PLAN SET - SUBJECT TO CiTY REVIEW MOKCI W. 371 -00 Aµ501440 1004* AO. C1.0 40 S akflair 3 "�„1 :`,r'h}><'ti:r`ul'k'7�'tY.r•,?t z Z 6 J0 00 (J)0. W= W0 g W ~ _ z Z 0- U0 co 0-. 0 I-- WW L-- 0 ft; (1) 0 z ).• z w▪ m I• I- C..) 0 W W w 0 g IL. ct 1 a w z I-0• z W. 0 0 .0 W w 0 - 0 Z u) - I O 1- z File: L 00 -0060 Drawing #12 Z •Ww •u • . JU: U O • U U': U) W !. J.H; 'w O: Jr u. a = d: I- w,. Z� Z H, :2 D'. U 0; O U;. O.H OF _Z. 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SECTION AT BENCH vr•. rev ✓SVM•rp wvr°.°.""` - _ ,........._ ............... .....«. m.•. e+• sntr. m�rKa ..MVr•. >Y:shiiRT<.5,?>.?i1r7In .It•i40*1 .beet L -2 11\ J ID SCION ANN :r11!;17:1[11111!1111E1 1,12M;11FIT,Iilf111Z lJI 11601t0 KULL COM, rout rict,boce 11.1,111111 KRAL at mariancirmo-- - unranncusum MENEM MillqtriatiM1 /WWII /INTO 0,11CITI 11$11S IITIA.1 LIZIED munla 10311 P.M r1123. 1VY:1 k men 1111/ 1111115111111 N.01131 ELEVATION si. l/16 1■10.11 U111:4 CILII *I MOUS L.1110 1•711 E4Ili900 TpLEVATION rito,e1M2. 11 • A • VICINITY MAP 1475 OMIER & APPUCMNT: SEGALL BUSINESS PMRN Po. 505 50025 170514 WA 90130 -1025 ATM: UM) 14A000CN 206 -575 -2000 ENGINEER: LAY101 Y SELL. WC. P.S. *4110:.10111 D. 5RL P L 15600 5004101 WAY. 51E 302 600600. WA 95052 415 -061 -5151 PROJECT ADORES$: 1101 SCUM 1501* STREET 111101.. WA 97135 TAX LOT NEC 3513041110 1(800 4*1NX1S HEY: A/C ▪ 11.0.5 COICAITE 0* 01C) NSW CL CEM11R 1147 • corant Warr 5060 caxusr RE., 211.0.14 52 Mt n 41400 W GTE V40* 1 WH70 RE0A104 U 11.1 1101 LEGAL DESCRIPTION: 10 3 910 0 110051 0011 1141 1 14-45 -01. 541610 R 11111011 7015500 1111 f11 1 1311301111. 0490101 0 104 001111. 11A3/2004 1112 44111441457 2(5040 A3 f0519W3 111 *0114 0 111 01114117 O DAMG Of M 1011.51 091711 Of 0001 35. 10052• 23 111. ONCE 4 051..6.) 0101)1417. 11.944104 2(004 N 503011 147400 Al 7N 140112411 100. 00 105 5011157 02141471 Of 105 1001001 130111 0 310 5K1701 35. 1)00 01M sr 30' 01 CA37 409 M 1011.1W 11.40. 45130 ITV; TNAR 01114 01 0• 51. 451. 3100 MCI 70 MI SON) 1244w 0 WAN 1151 WWI NO 105 MC IC11I 0 412410. 1140C1 50711 577 30 a• MI 400 51 5011 21.104 75411 7507. Ma 4044 A DAM 10 M 05111454 A 105 Or 3000 nn TM,. • 06111 Nat 2(1733' 05141St 01050[ Of 1311 fin: DIMS SOWN OT 1e 541 2111. 3454 IUD DUCE KM 5? 50 11• 1151. 50111 ISEr:114E MOM Or01. 51' 0.51. 401.77 1U710111 MC MT 00500169 L2 425C4440 0154.1 11..44E warm 0041[$55 M 1100107 VALH SLOPE 510111 5 1µ SOWN n3T SNOWY SM5 1)04 14,511 vaTtll U(1G Sti 1 %1. 1( 1/4 Tx IIRE IMYVIII 741401 W4l IS' 1000 OPM1UY ( -� - GENERAL 5401ES: 1. 0/650575 - INS WING 6 C01C0141.4. IT K 11151(0 7706 15*0 USE P005411M 47 D MOT 1111100 0011 102572141101 2. 1114171 11/11711 - 1051140 U771211 100105 110.2 ME WED 04 44504 51/ANTS. PLANS. WI 4O 111: 1007)10) P047010 P) SEGNI 005157 PRAY. AU MIN LOCATOR 170 AP700961TE. 110 CON711.401 LOLL DE 7050011592 TOR 0071144 A0010 01 URII(S 10176114704 rya: THE AP700700R 1417413 Al LOLL 7110 01111 ALL 10021015 P7gR 10 001516L412. 111 CDC-CALL 4M101 7707 *71177 170101 R T- 000 -124 -5555. 3 1IS0C14421 A SINS, 770118 - 70 0710105 9016 07 THESE 0RA .O5 D MVO 04 105011 S114+01. PLANS. MPS Al RL 440624704 PROAC(0 BY SEGVL 019157 PAM. 4. 07 191 W010 - 7)K OMNG ASSUDES 1114111 PAH4MI Al LOUIIS 10 BE 0151015010 DRMO 7)47 DULCMO 5311 7001050 700111 DIl 4 0017.50. OCT ARE. 1)(707061. 147 51011 04 INS 07ANG. PMRN0IG COUNT: 10105 SPACES 5004+10 • 130.0011 S0 n. 1 1 PACE 111 2000 50 21.. 65 PACES Au0MA11/: C040A4 PACES • 300. 11 PACES 1M020 PARS MO.OER 5709010 496013.1 AM *5015701 02-E 11 6 3 411 -0111 27 13 0 1011 43 19 3 Mt NOM SOUTH 180TH STREET r R"° 13 776E *ID11R or • W' W SCALE: 1• • 40• HR1C4 MIVU 140 1129 6,52 a 0)7) 6 A *441705 5014E Sn AI III 100/521104 a SETAE 761'0. *1 SETAE ORC W. REV • 1191 [. 4.77 -- MCNIICIMOL R 110 * IO R .4.11.1- �� - _ _ - �•' 7777 PA15G M M7) DW5 � 005115, 4P. D ARC14rt11uaAE -t--- _ _ ��V_F7_v 1 PVCES 701010 561 .2�1�311��nn 441y41ra wy7C/ 6 O WOW. 7)P. 044 FACE •_•- 11+N4!lar�1�' a„ -T 005500 PLW1U ,���><� !I •. /ii �.. '�?N _:y z�s- L""c`11.,' °"�y�'y,�TY� ��T���� MEW ME M ORAN1 • M E. CORNEA SM 1 /4, 1 1/4 35 -7)_I - � -� 11E000 INCA 71122 1 1.50• 0. 1•30' 1.034) 11 / ^IPROPOSEDDUILDING / 40771361411N7 • 1300005011 I/ / / 77145■ fl \ 0 • 155• ED 001 III 15- ( i I i 1,01 ■um�! 7ZC11`rt6MMMMM 1193;111 717RIITI a `s 1111111111111111 , 111==1 . ■11 O Iry 1*71NNI EXISTING BUILDING 931 EA HUG W41 EC ME *756)447 ,mac; -•E,� J� G - -t SEGALE DRIVE IX nine irm t ff �11211551� {van :- kIk- _.`W\ -\ -*,\; MI WO. I 1 • TAV -x1,14 X1,4.01,11114. AP% 1 CONCEPTUAL SITE PLAN 14401C7 1. 327 -05 11075011 1. 54(21 1. C1 401 Z ~W JU' 00 UD • LLJ J = H W D LLQ = a. W Z I- O ZH W • W U � - O . O I- W W. 2 L 0. W Z. U• = 0 z LAWN SIRF.J'sr 111031 u*_ n01300 IV .0 efacrISC 4..411e..,4.1'A.1111 SOLIDI 180th SIREET 09'( v ( � 4a1N P1,eW .aunty •,JV�i\.\v...1\r r. �xit%sn._ i'•..... •....=. .. C _ �� �•�wr I r• fri : 7' 5,'t• _ a�i! n a v +i , .r 111 4?�A C•• act � s,_ Ar t�... 7 N 1• Y �' `'V AID, V 1 .N�_ / \C' �� Jam' �`1IlI1 71� � .\ Y . J3�1'n= ♦' i tra 111111 7,:e % ■q -nR ll_•5.` M,.._si7� r J C.>A. , \. (3 4Y J11 ,/ j.�i \l� •7itS;ln:� 4ri. ��. I� :I ,•5,.. • _..0 315..._ !� • ..,∎l11111:'a.iiiLi / 1� 8114 i'u"f� I r1`. i;.:i�a.naf< >3n Uk. ol�ri�r'"��' !�1�K � 0101:_ 'T't)"s�ij ;e'esi � ®s+.1 � �., n� °a'��:!`E� °7'�t:'sun:.xS�iCr „E' tj o�, y1,� ��� �. _..,.. 5.12��rp } 1�113;•If/' �r114 f$4 • e iiff2 i, „..,, w.•, 111.,.,,,:, „, 101169.04 50- Iif1 11T1122III11tU1111IlINilu IIIIIilUlUUUU uuuuul IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ser 50'vi'c 697.7(' IIIIt11i11IlUIlIII1IUUIU(II 11 . • ELMdIGI w1M1r 4.1. wAMMt 2,',11.011' 40 14441.4044.1 •r•11.444.4..A7.4446. 40•11.444.4..A7.4446. .-. 3G•.w (131 l.yu4r „Ct.:3 Jean �Qr f.r 4... W. 40•114446.. 01111•61.4.6161 ea 11114 14.6.4440 111\M:1rn 101r DA 11101,10,. 01T 1.111.1.4.1 C214140144 DenevAIA. (4444041m1..41414, Al' 11...46 NNW S1r0 Ar. 11,44...1%.* pa IAA 0140.04441 5,:l }II 6.441744 45,444.010 643 GNAW +I I µ.•b'.44 SEOALE DRIVE D (4UMA11 51x1\1) LANDSCAPE PLAN n 1 FOAL 1)E SCRIP ZION 1141 116114314 a DC 5041/10551 0001111 or 1110 10111(011 01411114 Cr 110(431 35. 40045110 23 130111, 44.CE 4 IASI. M(, 91 MG COMM 1101140101, a5:I111 0 AS 1014055, 100011190 Al 11C 004010551 (000(4 Of IIC 500315054 0140/423 Of IIC 4011114011 110141114 01' 540 54CION 35: 111310E 50111 61' 50' 09• C451 4010 41C 401101110 46/600, 119301111, 11(44(1 501111 Or 03' s1. 11451, 3603 114? 10 1110 510111 0420*1 Of 50111 160, 514111 100 1110 IMC 10411 0' 010409, 41(10E 50031 er 50' 09• IASI 400 5•v soon, 4014064, 76662 141; 0(001 41110 A LIMA 10 44 434 14010 A 401115 Of 5000 44 34031 A 014110. 413E Of 95' 35' 05% 44 ANC 05144(1 13' 6311 4101. 11(4[1 501111 07 44' 56. 535 1, 34650 1141; 111400 4011441 er 50' 09. *151. 1190.46 ?III; 11131110E 49031 Or 09' 51• C1111T, 40111 4411 10 1110 5,111E 004441 a 11014.111164 ....-•-.e.. .rmlr rA.Ax19,4pg1f10034N1•)3A..E6D. '3s ":ym 1$ i 931A PROJECT dud L -1 < • E- Z • 2LL/ 6 -J 0 O 0 w WI w 0 2 g • < • ci F- W Z 0 Z W w O C-2 0 I- W u j • 0 F- LL- 0 Z 111 I o 1- z 11 nr.1 Ukt., z 2E w 0 o w WI u_ o 5 u_ u)D er 1-1-1 z I. z F— W =3 Ca u) 17) -- C) F- LU uj n: F- 111 F: 0 , z o i t•:t�ts,<L;,i ;e ...- Ar.iwo >:v:✓:x:p.... • RECEIVED OCT 1 3 2000 COMMUN►TY DEVELOPMENT J[10 DR7 1r l J Yu1MR7 4/410110161141.,1614 SOUTII 100th STREET COM 5 87 50' 09' E 716 92' Marna 0027 �,��9 raa +w �r•• +sv Z +�II +B�� •�7ans .� -axanm _cys�valt +tl �� �t'.vKOnt 05.7 50 M0 WI 406 P5r12 X94011.[ EXISTING PARKING RTC LOADING DOCK 177 • / / 33 ........ . .. / . s•.L'3' I i 49 5 97 907.06' /'1. STAIR SECTION .. •'per:. -P; SEGALE DRIVE D (709170 50(01) Q� SITI #PLAN' ENTRY PLAN LEGAL DESCRIPTION THAT P017ON Of 714E 5097/051 WHITER or 04 .7000457 01607(6 C< 5E9/09 55, 70117740. 75 *0107 7■4CE A 057. 0.u. N 10110 COMM 047690700. 475C770[0 AS 7007005: CODUGICOIC AT THE 9010/051 CORNER OF 554 SOUTHWEST QUARTER ar 04 NORMUSI OWNER 0f 500 5ECIDR 37 THENCE SOUTH 87' 50' 09' EAST 10NG THE NRIM UNE 17 (RCO..1930 9111 OrRCC 50U0+ Or or 51' MST, 3600 919 TO 04 501170 WREN 0E SOUTH 76070 STREET 540 114 MIME 70941 ar 8(410490.6; MINCE SCUM 87 50' 09' EAST 94040 5740 50401 1406014 766.97 RR: 1076Ct 94014 A C1.11610 10 114 RCM 7461040 A 01(905 Of 50.00 7931 04507 17 A C0414. 54013 Of 95' 35' 05', 54 IRE 075154(0 Of 63.11 RR: 07E7400 50109 07 41' 5e 0451. 316.56 MET: 0474E 140179 87' 50' 09' 1101 807.76 9937: 71414[ NORM 07 09' 51' UST, 101.7; RR 75 M 1RU[ 10041 Of 401100070. {Ii4gvbl ENERGY CODE VICINITY MAP 7146 44400 117 WHIM Or 9748 4/4704, 7001704 out 4 011070 Y 167041 970.07 00477701677 07021 *90' a0l 0077 ROWS I0 II 27AR 0071104 i0 DEFERRED SUBMITTAL LIST 1. 14-KAM:a - VI UM 2771 X100070 0500 L Hamra - R wlt 2717 OM= lnsm MI rmoAa . 4 COO MR holm MOT. vm. u1O1=nmo mu • V▪ W 0 ..071111 A HIYK11 • MON 094KK MOP. 0}000 •944°7710 rooms *a07,L01A14rt271041 111.001907007201 Orr.. ▪ 4Utr 00.00971 Or �0Y1109 um OR 14 PROJECT STATISTICS *701 024 7d0r�I. • MR. YHA - CID107 . MM 60. m -12727 110- nom W.1= • Me • OS. AL WOW X11001 MAD- X'70 Mort 001710mf O rr OM IMMO MOLY SOM -M MIRA MOO cowmen. 0 0X1 - 1 9m _ 4104= (0944 0101107 MAID .ul057Om w ®M - or-of volt - 2'•r A .y.9 . 4rX 9Ma A•r En Al • 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: tukolanna ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY RECEIVED CITY OF TUKWILA SEP 1 1 2000 PERMIT CENTER ss COUNTY OF KING The undersigned being duly swom 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, engineers, contractors or other representatives the right to enter upon Owner's real property, located at Building 931A Property (Tax Parcel #'352304 -9120) for the purpose of application review, for the limited time necessary to complete that purpose. 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. EXECUTED at Tukwila (city), WA (state), on August 17 ,2000 La Pianta LLC, dba Segale Business Park (Print Name) P.O. Box 88028, Tukwila, WA 98138 (Address) 206- 57522000 (Phone Nu • per) .., 1)ie (Signature)mark Segale, Vice President On this day personally appeared before me Mark A . Sevle to °rot known Yo bE- (PUA& who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. � ti \1F SUBSCRIBE�}�/0E+ ORE ME ON THIS / DAY OF �P r! tlt S o)) "\a, 0 N •4-4.. •'. y tl1 N PUB IC in and :: t1OTAR S ''�y at • (+ APO la N . i My Commission expires on • `-4.1 PU8 alt ' 41,1 I, ' t' 114 Fi.TWAS v`�,: e of Washington Z 1— Z . W U; 00 • 0 CI) W . N u.. O. ti•. to ZF–, O Z W :0a W W` H0. U. — ~O. Z'. :U O~. Z CITY OF TUKWILA CITY OF TUKWILA CERTIFICATE OF WATER AVAILABILITY PROJECT # SEP 11 2000 • PART A: (TO BE COMPLETED BY APPLICANT) 1. 1311;M1 CENTER.", Owner Name SEGALE BUSINESS PARK Address: P.O. BOX 88028 Tukwila 98138 Phone: 206 -575 -2558 Agent /Contact: STEVE NELSON Phone: 206 -575 -2558 JUL 2 1 2000 /5-0. O O HIGHLINE WATER DIST. Site Address (Attach map and legal description showing hydrant location and size of main: See attached rnap for hydrant main locations 6101 So 180th TUKWILA 2. This certificate is submitted as part of an application for: 0 Residential Building Permit El Preliminary Plat ❑ Short Subdivision 0 Rezone Commercial/Industrial Building Permit 0 Other 3. Estimated number of service connections and meter size(s): To Be Determined 4. Vehicular distance from nearest hydrant to: Building Site see attached map for hydrant locations. SEE ATTACHED MAP 5. Minimum needs of development for fire flows: gpm at a residual pressure of 20 psi. City Fire Marshall Other HIGHLINE WATER DISTRICT X Fire Marshall Insurance Underwriter Insurance Underwriter 6. Area is served by: Owner /Agent's Signature Friday, July 21, 2000 (Utility) Date: 7/20/00 Page 1 of 2 Z ~W re UO to J �. C LL WO gQ D. = d. W• Z 1— O Z F— U 0: O -. ,0 WW Z U LI- ui Z C.) CI), O Z r.. PART B: (TO BE COMPLETED BY WATER UTILITY) 1. This proposed project is located within 2. TUKWILA /KING (City/County) 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: 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of 140 psi 2580 gpm for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. I hereby certify that the above information is true and correct. HIGHLINE WATER DISTRICT 206 - 824 -037 7/20/00 Agency Phone By: Peggy Bosley Date PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1. Water Availability - Check one: Acceptable service can be provided to this project. Acceptable service cannot be provided to this project unless the improvements listed in Item #B2 are met. System is not capable of providing service to this project. 2. Minimum water system improvements: (At least equal to B2 above) Friday, July 21, 2000 Agency Phone By Date Page 2 of 2 z JU `UO N W = LL wO g O 0 ;w W;. 0 lil Z . w u) H � z. nluivt 1 Keport for u;r1 Pnase 11 of 5egale Business Park L hydrants #H2418, H2277, H2274, H2273 ID Static Demand (gpm) Static Pressure (psi) Fire -Flow Demand (gpm) Residual Pressure (psi) Available Flow (gpm) Available Flow Pressure (psi) 4 J,' J 5480 0.92 140.02 1,500.00 133.22 2,570.92 20.01 5 2097 0.92 140.89 1,500.00 134.39 2,582.92 20.01 6 'a 5300 0.92 140.89 1,500.00 134.53 2,584.65 20.01 7 ;Jy 2099 0.92 140.89 1,500.00 134.68 2,588.16 20.01 Date: Tuesday, July 18, 2000, Time: 11:30:11, Page 1 ao....e..u..�.��....... /I 2277. �{ ZZ7 3 j� 2.9 /g. a xwsued" �'.G �"i�.:e `��'', �•���``St.Q�`k. �Li..` ... ��,i.,'^ 'x.•11 —,f. �+.._er.•., „Y. '?M54 11blii111, 111,111111111111116!IlilllI(I 116Gf1@IICIiI IIIIII 11111f llf liillll1u11C1e eeme..�w .., omoe�o �:,, ■meao ,...... •nv�n.."�"........ y.�n v.. . moI Ili D ��I File: L 00 -0060 Drawing #1 J c'r Lli,' .. ; . � CI a 91 1..,v;440-1 —..acarnar ,.SEI.1131:1 FRONT . ELEVATION • Ii milmil inom, mlmiiiiiiiiiilluuhudniimlmdiiuhm iiidou rnomiliiuinii.i.4,,. J L9&' jau1�Q'LIbI ZO IUJ 1L 2tu �o`0.- W(� d 0 c 0 :N N L O C m O 4 8 t 66 U G sheet File: L 00- 1 060 Drawing #2 :Fq illii l(lili.l.)11.1 iiilii illllilii 1111.1.110.11[11{0) 901101 �IIIIIIhIlllli lli)Il1 till)Iiiliiiiiii ilii)i�ii1[1 iiili1 1 44444 MN& ■MAOE ply NOR.— RIIIINIE15 M. MINIMS •O_ S ASK•TWAVI •A•K■TWAM VARIATION BRICK MASONRY PATTERNS CONCIIIIIININI MOWS VARI011• SUE RAMOS •OwR■ GRID TILE PAVER PATTERNS KMI.OILM IFlrtID) ❑l. DUD Do •DOOaaU RAROO■ NMCTANOULAR STONE PAVERS Wel fl ,1•,•0,0•, ISISHWIWIA •IMHRRIOULAR RICTANOULM ILIMIT1D SIZE) ogimmaannemia irlargairdril ilitillitiltrilliiir Mt i Mat 1 riltiefignailall RMn�p 1 I1 CONCRETE PAVER PATTERNS Figure 440 -7 Typical pavement patterns. SASKITWIAV• VARIATION • A•K•TKIIAVS VARIATION SOUAR• 01110 HIRRuI SCuU T 1 T 1 T 1 T1 T 1 T 1 T 1 T 1 T1T- '-T1T1 TIT.1T1.T1 •AKITIVIAVI VA/NATION RUNNING ■ONO, STACK1O ■11110 MIM r. - IMM •ASKETWIAVE VARIATION HEXAGON HEXAGON VARIATION CO••LISTONE FISHSCALC TEXTURED CONCRETE PATTERNS RIVER ROCK RUNNING' MONO CONCINIIKD CAR US STACKED SONO RANDOM MIXED PATTERN STONE SETT PATTERNS l 1 I l I 1 I 1 1 1 1 1 1 1 1 1 t 1 i 1 L 11011AR1 01110 F❑DD�DD ❑❑❑❑❑❑D 0❑❑❑❑DC D ❑D❑ ❑ EIDOCILICE ❑o❑❑❑❑❑- WOOD SOTS 440 -4 • 440 -5 Such walkways should be designed to sup- port weights of at least 2000 to 4000 lb (900 to 1800 kg), with special attention given to edge reinforcement. Such Toads can be supported by 1 to 3 in (25 to 76 mm) of bituminous concrete on 4- to 8 -in (100- to 200 -mm) bases, or by 4 in (100 mm) of reinforced concrete on a 4- to 6 -in (100- to 150 -mm) base. Table 440 -3 lists recommended thick- nesses for bituminous parking areas. Durability: Several factors influence the durability of a paving material. These include climatic factors (such as precipitation and temper- ature), the quality of site preparation, the specific construction materials used, and the quality of skilled work involved. Pave- ments that are properly installed and con- structed of high - quality materials can nevertheless wear out or disintegrate if subjected to unplanned extremes of heavy traffic or if improperly maintained. Pave- ment selection requires a careful analysis of all factors involved. Safety: Some pavements require high traction rat- ings, such as those used for access ramps or used in areas of icy conditions, while others require a smoother surface in order to prevent hazards to handicapped indi- viduals or to facilitate the use of wheeled carts and the like. Highly textured pave- ments usually require steeper slopes for drainage (i.e., 2 percent minimum). A pavement must fulfill its design pur- pose in all types of weather conditions that affect a particular site (i.e., significant snow or ice conditions requiring plowing equip- ment or chemical applications). 2.2 Aesthetics In addition to issues of a purely subjective nature, it is important to remember that pavement color affects the degree to which heat and light are absorbed or re- Adobe flected. Glare and heat absorption are blocks qualities that require consideration in many instances. The potential for achieving richly de- tailed patterns and earth -toned colors make unit pavers a very popular pavement type. Figure 440 -7 illustrates several com- monly used paving patterns. Surfacing and Paving TABLE 440 -4 Pavement Checklist* Type of paving In -situ paving Concrete Asphalt Advantages Disadvantages Synthetic surfacing systems (proprietary) Unit paving Brick Tiles 2.3 Costs Pavement costs must be analyzed on both a short -term and a Tong -term basis. Cost factors include initial installation, mainte- nance, durability, and repairability. For in- stance, a nonunit pavement that is difficult to repair is seldom a good choice in areas sI "M�vf Li, 111{ ILil1lllllilll1ll1IIII (cl1t l llllll;liiT 1i1 11..i11Jll , 111.111. ll I IIIV�I) 11111! il ,ll lL . il.111i . i1 � I I 1 1 I n 1 liino�. . '! Flagstones • Relatively easy to install ■ Available with several finishes, many colors, and various textures it Durable surface • Year -round and multiple usage ■ Low lifetime maintenance costs • Long - lasting • Low heat absorbency • Hard, nonresilient surface ■ Adaptable to curvilinear forms in Low heat and light reflectivity • Year -round and multiple use • Durable ■ Low maintenance costs ■ Dust -free surface ■ Resiliency can vary depending on mixture • Water repellent surface • Adaptable to curvilinear forms • Can be made porous • Can be designed for a specific purpose (e.g., court games, track) • Wide color range • More resilient than concrete or asphalt • Sometimes can be applied over old concrete or asphalt • Nonglare surface ■ Nonskid surface ■ Wide color range • Good scale • Easily repaired • Polished indoor /outdoor appearance ■ Fast and easy installation • Can last indefinitely if base contains an adequate amount of asphaltic stabilizer • Rich color and texture • Very durable if properly installed ■ Natural weathering qualities • Joints are required ■ Some surfaces are aesthetically unappealing ■ Can disintegrate if not properly installed ■ Difficult to color evenly and permanently is Light color is reflective and can cause glare • Some types can deteriorate from deicing salts ■ Relatively low tensile strength; can crack easily • Low resiliency ■ Will fray at edges if not supported • Can soften in warm weather ■ Soluble by gasoline, kerosene, and other petroleum solvents • Susceptible to freeze damage if water penetrates the base ■ Specially trained labor may be required for installation and repair • More costly than asphalt or concrete • High installation cost ■ Difficult to clean • Can disintegrate in freezing weather • Susceptible to differential settlement • Efflorescence • Suitable only for milder climates • High installation cost • Tend to crumble at the edges ■ Store considerable amounts of heat • Fragile; require level foundations (fracture easily) • Dusty • Suitable only for warm and nonhumid areas • Moderately expensive to install • Might seem cold, hard, or quarry- like in appearance • Color and random pattern sometimes difficult to work with aesthetically • Can become smooth and slippery when wet or worn (Continued) • • . File: LOO-0060. Drawing #3-7 41 • 1 111).111[1111 iiI iiI iitI 011j111111111111,11 111111111 111111)11 111111111 111111111 itiii ii 1011))))11111m, VICINITY MAP NTS OWNER & APPLICANT: SEGALE BUSINESS PARK P.O. BOX 88025 TUKWILA, WA 98138 -2028 ATTN: MARK HANCOCK 205 -575 -2000 ENGINEER: LAYTON & SELL, INC, P.S. ATTN: JOHN D. SELL, P.E. 15600 REDMOND WAY, STE 302 REDMOND, WA 98052 425 - 881 -8151 PROJECT ADDRESS: 6101 SOU H 180714 STREET TAX LOT NO: 3523049120 LIST OF DRAWINGS C1,0 SITE PLAN C2.0 _ DEMO & EROION CONTROL PLAN C2.1 DEMO & ERO ION CONTROL NOTES & DETAILS C3.0 PRELOAD PIA C3.1 PRELOAD SECTIONS & NOTES WORK SEQUENCE PLAN: 1, INSTALL TEMPORARY EROSION CONTROL MEASURES AS REQUIRED 2. COMPLETE AL DEMOLITION 3. PLACE PHASE 1 PRELOAD 4. 5. REMOVE PRELO II PHASE II PRELOAD FROM THE SITE MATERIAL FOR PHASE I AND II PRELOADS IS CURRENTLY STOCKPILED ON SEGALE BUSINESS PARK PROPERTY, APPROXIMATELY 7000 FEET SOUTHWEST OF THE SITE. PRELOAD MATERIAL REMOVED FROM PHASE II WILL BE RETURNED TO ITS ORIGINAL STOCKPILE LOCATION. AU. HAULING ACTIVITIES OF PRELOAD MATERIAL AND DEMOLISHED ASPHALT WILL OCCUR ON SEGALE BUSINESS PARK PRIVATE PROPERTY AND STREETS. ITEMS TO BE DEMOLISHED, IN SEQUENTIAL ORDER: 1. CURBS 2. LANDSCAPING ANO IRRIGATION SYSTEM 3. ASPHALT 4. PARKING LOT UGHTING 5. PARKING LOT STORM PIPING 6. WATER LINE ABBREVIATIONS KEY: A/C - ASPHALT CONCRETE BLDG - BUILDING CB - CATCH BASIN CL - CENTER LINE CONC - CONCRETE DIM - DIMENSION DEMO - DEMOLISH EL - ELEVATION ELEV - ELEVATION EX - EXISTING FH - FIRE HYDRANT FT - FEET 0 - GAS PIPE GV - CATE VALVE IE - INVERT ELEVATION LF - LINEAL FEET +;I s I MAX - MAXIMUM MH - MANHOLE MN - MINIMUM PI/ - PRESSURE INDICATOR VALVE P4AT - PAVEMENT '';:; SA - SURFACE AREA SD - STORM DRAIN SF - SQUARE FEET SHT - SHEET SS - SANITARY SEWER TEL - TELEPHONE TTP - TYPICAL UTIL - UTILITY W - WATER WM - WATER METER RECEIVED AUG 18 2000 COMMUNi'i Y DEVELOPMENT NW CORNER E SW 1/4, NE 1/4 35 -23 -4 49.30. EX 1 EX 16' GAS F.H. Ex SOUTH 180TH STREET \ Ez ca d % N Y 4N Y [: n E% STOP SIGN RIM I4.77 EX STOP SIGN RIM 22.16 •1M 21 58 S 8750' 09" E 786.92 `' EX -. i� It ,_ SD `lI ' ' 1e / [x 1s' GAS I ► -•,_ter FILL, TYP R N •N EX'C.V. `�al �'�EZ16 :� `� ��� 333.7 "'''' 'v BLDG TO TOP,OF.PRELOAD \`. Y SE • ' FlLL TYP ' IX SF) iF " PHASE 1 LIMITS I � PHASE 2•UMITS '� �vs Tin 12,800,C.Y. FILL ,: ■, 12,600 C Y."FILC Ex�,..Y /11 •l+1 - t Li 11111. ,,,, Y CB 1111 aim � .. `.,1 rOZnst TOP. a P h `re 1 RIM 27.55 N.E. CORNER SW 1/4, NE 1/4 35 -23 -4 x RN 2295 IE• 18.95 78.1' E% F.N. EX I. .V. EX C.V.'S 51G. 80X (8 210. BOX Ex GAR u75 R = 50' 'MAKER 1 = 95. 35'105" L - 83.41 EX 1.CV. LEGAL DESCRIPTION: LOT 3, CITY OF TUKWILA SHORT PLAT NO. 86- 45 -SS, REVISED BY INSTRUMENT RECORDED UNDER FILE P.O. 9311301961, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION F THE RANGE 4 OEAST. WS M., 94 KING COUNNTY, WASHINGTON, DESCRIBED QUARTER A5 FOLLOWS; 000MMENCNGSAt THE NORTH NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35; THENCE SOUTH 87 50' 09' EAST ALONG THE NORTH UNE THEREOF, 449.30 FEET; THENCE SOUTH 07 O9' I 51" WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 180TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 87 50' 09' EAST ALONG SAD SOUTH MARGIN, 788.92 FEET; THENCE ALONG 'A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEES THROUGH A CENTRAL ANGLE OF 95' 35' 05' AN MC DISTANCE OF 83.41 FEET; THENCE SOUTH 07 44' 56" WEST, 348.56 FEET; THENCE NORTH 87 50' O9' WEST, 802.76 FEET; THENCE NORTH 07 09' 51' EAST, 401.77 FEET TO THE TRUE POINT' Of BEGINNING; GENERAL NOTES: 1, STANDARD PLANS AND SPECIFICATIONS - ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE STANDARD PLANS AND STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, LATEST EDITION, PREPARED JOINTLY BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION D ORE SUPERSEDED BY THE HE CIITY 0 ASSOCIATION, UKWILA INFRASTRUCTURE DES DESIGN &TER$ CONSTRUCTION STANDARDS. " 2, DRAWINGS - THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. THE ALL CONTRACTOR H PRIOR ENGINEER STARTING PROBLEMS IMMEDIATELY O THE ATTENTION OF HE 1 ORDEROAVOID DELAYS, 3. EXISTING UTILITIES - EXISTING UTILITY LOCATIONS SHOWN ARE BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK, ALL UTILITY LOCATIONS APPROXIMATE, ARE NFORMA ION FROM THE APPROPR ATE AGENC ES AND SHALL OBTAINING ADDITIONAL L FIELD VERIFY ALL LOCATIONS PRIORES TO CONSTRUCTION, THE ONE -CALL NUMBER FOR UTILITY LOCATION 1S 1 -500- 424 -5555. IS BASED VAR OUSGSURVEYS, PLANS MAPS AND FILE SHOWN PINFORMATION PROVIDED BY SEGA EI BUSINESS PARK. N 5. MANNER ASNREQUIRED SITE SAFETY - THE CITY, COUNTY, SHALL CONDUCT ALL WORK IN A SAFE AND FEDERAL REGULATIONS. THE ENGINEER HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN AND /0R CONSTRUCTION' REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR TO MEANS, METHODS,;' HIS TECHNIQUES, OR UNDERTAKING OF QPERIODIC SITERVISITOSRBY THERENGINEERTSHALL NOT BERCONSTRUED ASK THE SUPERVISION OF' ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR PROVIDING A SAFE i. PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S EMPLOYEES, OR EMP OR F ANY SUPPUERS SUBCONTRACTORS, OR FOR ACCESS, VISITS, USE, WORK, TRAVEL, 6 EOM - IT SHALL BE THE RESPONSIBILITY OF THE OWNER TO OBTAIN ANY REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONTRACTOR SHALL OBTAIN ALL LOCAL, STATE AND FEDERAL PERMITS REQUIRED FOR THE WORK, IN ADDITION TO THOSE OBTAINED BY THE OWNER. WITH THE 1HE AND ANY VARIO NLOCAL, STATECANDRFEDERAL PSHALL CONDT ALL ERMITS AND AP ROVALSKREQUIRED FORNT E PROJECT. I S TOE OF PRELOAD FILL, TYR. 78'4 EX CB •I EX G.V 197.7' PVMT DEMO 62.6' G.V. Mp LL EX 510. POLE 7�1 EX SG. I BOX r Wu 77 TS F.0.4_ TRow, 38 ER ' ■ ■■■ E % POWER 1 VAULTS EX RAND 0 EX R aIRo R . CON 11 'IiiI '0I.0 BOXES EX 0.0. /BOX EX WATER M EX 2' VOA X�. H 1 Air 1 EX G„'e 21.77 EX NAN HOLD EX BLDG TO REMAIN EX 0111 EXISTING BUILDING 931 EX BLDG TO REMAIN Ex GAS VALVE `-c Ex GAS METER EX 8.M: S RIM 20.82 x C: Ex I.C.V. , R1u 21.36 EX INLET u 2. EX I.0 Ex F.H. /G.V. 22.72 RIM 23.28 R14 22.12 EX TELE. /COMM VAUL1 Ex HAND MOLD EX F.O.C• EX POWER VAULTS X H RIM 20.31 EX P.I.V. Ex DETECTOR CHECK YAW- 0M. EX POWER VAULTS EX W.M. S 87'50'09" E 802 EX F.H. C% G.V. EX POWER VAULTS E% RAND HOLD 1 EXPIRES: 11/18/00 1 H RIM 21.05 SEGALE DRIVE "D" RIM 23.27 IM 21.05 EX G.V. EX G.V. 0 acn M1e I V stl�i`Ci`Ei 1 ,l. DI ..J 'Z t�Y L 0 ' 122122INNIHNINN1221221m1112i221221mllmdm 122212luBIR1111dnuIRBh11221221NUmNInHIH111201H1d 10' 30' 50' 0' 20' 40' SCALE: 1" 40' 50' PERMIT PLAN SET - SUBJECT TO CITY REVIEW 0 W Q N W g a 1 N .�o r 10 Oita Z N N J d mu2F u PROJECT NO, 321 -08 REVISION NO. SHEET NO. C1.0 OF 5 1 1 NW CORNER SW 1/4, NE 1/4 35-23-4 EX F.H. EX C RIM 3.33 RECEIVED AUG 1 8 2000 COMMUNIN DEVELOPMENT EX F.H. 449.3-CT - EX 12 CONC. EX 16"-GAS TOP ELEV -24.25 OVERFLOW SPILLWAY ELEV-23,25 BOTTOM ELEV-21,25 BOTTOM DIM.4'x2' SA-560 SF MIN AT ELEV 23.25 3H:1V MAX SIDE SLOPES RIPRAP INLET SOUTH 180TH STREET EX SSMH EX CB RIM 23,51 - APPROXIMATE CLEARING RIM 22.58 IYP (3,96 ACRES) a 1 II' 8750 Or E 786 92 F IMITION/C:allienr .1 itassew=11411=1P- 4,,,mempinioniumuno, 24.77 EX S MH EX STOP SMN Siziassommamirmoismill ......r.,-,841-1Ntar ----Ilk nr-ziriodpir rdirdrerairigica• mraigrareAW *rent , W 4ra r fertiwiiiillir4- r Jar A. EX STOP SIGN SEE SHEET C2.1 FOR DETAILS ._ Akar "Air :11;:leiraikiiiiii1514-11-ffir---ame.r.2- EX CB RIM 21.58 EX F.H. TOP ELEV =23.00 OVERFLOW SPILLWAY ELEV-22.00 - E1EV-18.50 BOTTOM D11.-17'-.4 SA-560 SF MIN AT ELEV 22.00 3H:1V MAX SIDE SLOPES EX SIG. BOX RIPRAP INLET EX GAS LINE IllpiCtrirshipsipimimmwerupe7FarellEMEIMMOVir N.E. CORNER SW 1/4, NE 1/4 35-23-4 MARKER EX SIC. BOX EX SIG. BOX EX SSMH RIM 22.75 X TRANSFOR EX POWER VAULTS EX HAND HOLD EX 2" WM I EX SOMH RIM 22.15 EX CB RIM 21.77 K MARK P R HICHUNE ISTRICT STD's 1 EX HAND HOLD EX I.C.V. , '1) INSTALL FILTER MEDIA INSERT IN ALL ON-SITE CATCH BASINS TO TRAP SEDIMENTS IN •, CONSTRUCTION SITE RUNOFF, TYP. (SEE DETAIL SHT C2.1) NOTE: r SD IS TEMPORARY AND WILL BE REMOVED OR REPLACED AS REQ'D DURING THE FUTURE BLDG CONSTRUCTION. EX CW DEMO NOTE: FILTER FABRIC FENCE IS NOT REQ'0 WHERE SURFACE RUNOFF IS DIRECTED ON-SITE. INSTALL FILTER MEDIA INSERT IN ALL ON-SITE CATCH BASINS TO TRAP SEDIMENTS IN CONSTRUCTION SITE RUNOFF, TYP. (SEE DETAIL SHT C2.1) NOTE: r SD IS TEMPORARY AND WILL BE REMOVED OR REPLACED AS RECT'D DURING THE FUTURE BLDG CONSTRUCTION. X HAN HOLE EX CB RIM 22.17., EX GAS VALVE - EX W.M.'S EX CB RIM 20.82 EX CB RIM 21.39 EX CB RIM 21.50 . / EX CB "RIM 21.78 EX INLET RIM 22.54 Ex I.C.V. EX 0 W SEP. EX F.H./G.V. RIM 22.12 EX TELL/COMM. VAULT EX POWER VAULTS G.V. EX MH /de RIM 21.08 EX HAND HOLD RIM 20.31 EX F.D.C. EX P.I.V. EX DETECTOR CHECK VAULT- EX W.M. I EX G.V. EX POWER VAULTS EX W.M. EX SDMH RIM 22.66 EX W.M. EX F.H. EX C.V. •I.C. HAN- K41111F___ X 15 HOLD Arali _X POWER VAULTS EX HAND HOLD EX 1,111 RIM 22.55 SEGALE DRIVE "D" EX 0 W SEP. RIM 22.72 EX SDMH RIM 23.28 EX SSMH RIM 21.05 EX G.V. RIM SLI.113 RIM 21.63 EX S MH 1 RIM 23.27 8 EXPIRES: 11/18/00 I EXPIRES: 01/24/01 1 LEGEND: EX CONTOUR EX A/C PVMT TO BE DEMOLISHED EX UTILITY TO BE DEMOLISHED EX C.V. rr FILTER FABRIC FENCE CLEARING LIMITS DRAINAGE SWALE Na•NAT/SON: • . x an mil min ow na • 10' 30' 60' esEtammi 0' 20' AS' SCALE: 1" - 30' • 0I IMO t • l'i; • . •• i 5 I • 11:7". . --- ;Thiligr-Frrtr!.71,111,- 6 U4 . I'±-c • r•H•vi L ' 1144414401441411444144401111141441444411444411441111111111114011111114116140011111111001111111144441404111141144414444104114144 I 1414434411 PERMIT PLAN SET - SUBJECT TO CITY REVIEW 0 < 0 co LLI cc <F2 Te; (3) = 0 Di z _1 a) .1 5 11 PROJECT NO. C2 0 REVISION oF SHEET NO, sT 3 1 EXPIRES: 11/18/00 I 2"x27x14 GAUGE WIRE • FABRIC OR EQUAL FILTER FABRIC MATERIAL i NhfI_u PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC AT THE SURFACE 2 "x4" WOOD POSTS OR STEEL FENCE POSTS CATCH BASIN GRATE POROUS BOTTOM ir. SOLID ALLS, FILTER MEDIA •' FOR DEWATERING NOTE:. INSERT; TO . HAVE A MIN, 0.5 OF, STORAGE. FILTER MEDIA TO�TO BE CLEANED jOR.REPLACED MONTHLY. .SEDIMENT SHALL BE REMOVED WHEN NO MORE THAN 'ONE THIRD OF STORAGE. CAPACITY HAS BEEN FILLED..:: CATCH BASIN PROTECTIONf: FILTER MEDIA INSERT ;DETAIL NOT TO SCALE FILTER FABRIC MATERIAL 60" WIDE ROLLS, USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2 "x2 "x14 GAUGE WIRE FABRIC;OR EQUAL 7-BURY BOTTOM OF FILTER MATERIAL IN B"x12" TRENCH 6' MAX 2"x4" WOOD POSTS OR STEEL FENCE POSTS FILTER FABRIC FENCE NOT TO SCALE MAJNTENANCE NOTES:, I. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO THE SEDIMENT POND. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF SEDIM THIS ENT.. OCCURS, REPLACE THE FENCE AND /OR REMOVE THE TRAPPED • 4. REMOVE THE SEDIMENT WHEN IT REACHES 6" HIGH. 5. REPLACE ALL FILTER FABRIC WHICH HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN. RECEIVED AUG 1 8 2000 c0MTLUn} .r DEVELOPMENT EROSION /SEDIMENTATION CONTROL NOTES: 1. SCHEDULE -,ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED. AND IN OPERATION PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION 5 COMPLETED AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. 2. MINIMUM REOUIREMFNS - THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE CONTRACTOR SHOULD ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REOUIREMENTS. AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 3. FILTER FABRIC FENCES• a. FILTER FABRIC MATERIAL SHALL BE SYNTHETIC INDUSTRIES MODEL 401 NONWOVEN GEOTEXTILE FABRIC. OR AN APPROVED EQUAL. IT SHALL HAVE AN A05 OF 0.212 MM. b. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO A POST. c. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). d. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE BY 12 INCHES DEEP ALONG THE. LINE OF pops AND UPSLOPE FROM THE BARRIER. e. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECLIRELY.TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH! ONG, TIE WIRES OR HOG RINGS. THE WIRE MESH SHALL EXTEND INTO THE TRENCH A MINIMUM OF44 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. f. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 9. WHEN EXTRA- STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. h. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. i. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 4. STRAW /HAY BALES: a. BALES SHALL BE PLACED IN A SINGLE ROW. LENGTHWISE, ON THE CONTOUR, WRH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. b. ALL BALES SHALL BE EITHER WIRE -BOUND OR STRING -TIED WITH BINDINGS ORIENTED AROUND THE SIDES RATHER THAN THE TOPS AND BOTTOMS OF THE BALES. THIS WILL PREVENT RAPID DETERIORATION OF THE BINDINGS. c. THE BARRIER SHALL BE ENTRENCHED AND BACKFILLED. A TRENCH SHALL BE EXCAVATED THE LENGTH AND WIDTH OF THE PROPOSED BARRIER TO A DEPTH OF AT LEAST 4 INCHES. AFTER THE BALES ARE STAKED AND CRACKS BETWEEN BALES CHINKED AS NECESSARY, THE EXCAVATED SOIL SHALL BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST THE UPHILL SIDE OF THE BARRIER. d. EACH BALE SHALL BE ANCHORED BY AT LEAST TWO STAKES OR REBARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE IN ORDER TO FORCE THE BALES TOGETHER, 5. SITE SOILS,- SOME OF THE SITE SOILS ARE CONSIDERED MOISTURE SENSITIVE ANO AS SUCH ARE SUSCEPTIBLE TO DISTURBANCE BY CONSTRUCTION EQUIPMENT, PARTICULARLY DURING PERIODS OF WET WEATHER. THE GRADING CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO LIMIT SURFACE DISTURBANCE' AND PROTECT THE SITE GRADING AREA FROM EXCESSIVE RUNOFF EROSION. 6, STRAW MUICH - WHERE STRAW MULCH IS REQUIRED FOR TEMPORARY EROSION CONTROL, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 ". 7. MAINTENANCE THE WASHED GRAVEL BACKFILL ADJACENT TO THE FILTER FABRIC FENCE SHALL BE REPLACED AND THE FILTER FABRIC CLEANED IF IT IS NONFUNCTIONAL BY EXCESSIVE SILT ACCUMULATION. ALSO, ALL INTERCEPTOR SWALES SHALL BE CLEANED IF SILT ACCUMULATION EXCEEDS ONE QUARTER DEPTH. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. THE CATCH BASIN FILTER MEDIA SHALL BE CLEANED OR REPLACED MONTHLY. SEDIMENT IN THE CATCH BASIN INSERTS SHALL BE REMOVED WHEN NO MORE THAN ONE THIRD OF THE STORAGE CAPACITY HAS BEEN FILLED. B. •.1- TI•. 1 ;1 1. 1,, .I: I. •. •1 - THE EROSION /SEDIMENTATION CONTROL. FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS ON THE APPROVED PLANS. LOCATIONS MAY BE MOVED TO SUIT FIELD CONDITIONS, SUBJECT TO APPROVAL BY THE ENGINEER AND THE CITY OF TUKWILA. 9. INSPECTIONS - THE EROSION /SEDIMENTATION CONTROL FACILITIES SHALL BE INSPECTED BY THE CONTRACTOR DAILY AND AT THE END OF EVERY RAINFALL, AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. IN ADDITION, TEMPORARY SILTATION PONDS AND ALL TEMPORARY SILTATION CONTROLS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT THE SITE HAS BEEN STABILIZED, SEE SHEET C3.1 FOR GRADING AND DEMOLITION NOTES. PERMIT PLAN SET - SUBJECT TO CITY REVIEW 2 2 to 0 as W U U O O N tG ffc 1 cc 1— z 0 Z U) o Q cc w woes ots w0 Z PROJECT NO. 321 -08 REVISION NO. SHEET NO. C2.1 OF 5 .1 'I °1 ;,.i rl•Li' i il'`•F�i �l.4.�liT •: .urn.. .•.. _ -I• :.. ... 1, 1: .F......,. .:r..: • w;. fir, • i • sii.. GI —Li— E `;q;. L E_ _t o IPOOMIUIIINUIHIIIIUIINHINOloOlOilliii 111111111,, hUI1UUhUIIIUdOU1olillUIlmIIUUIUNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII • 6. 1 NW CORNER SW 1/4, NE 1/4 35-23-4 449.3b- r PPE SLOPE NAN SEE OVAL. %IT OA EX F.H. EX CB RIM 23.33 EX F.H. EX CB RIM 21.58 X F.H. Pr--7.7./ED AUG 1 8 2000 C:(1).11.01;:iTY DEVELOPMENT N.E. CORNER SW 1/4, NE 1/4 35-23-4 SOUTH 180TH STREET EX 551.6-1 RIM 22.58 EX CB RIM 23.51 EX SOW RIM 24.77 S 87'50 Or E 786.92 EX STOP SIGN EX SSW VRIM 22.16 I• PPE SLOPE IRAN SEE DEM. SKr C3.1 EAST SEDIMENT TRAP EX GAS LINE MARKER EX CB RIM 21.58 EX SIG. BOX EX SIG. BOX EX 12 CONC. EX 16"--GAS EX SIG. POLE EX VAUL J-80X RIM 22.18 0 TRANSFOR E EX POWER VAULTS EX HAND 1-1010 i EX IRR. CONT. I BOXES I II EX G.V./80X EX WATER NI EX r WM 1 EX F.H. 276.4' IM 21.74 EX I.C. EIMI L TOE OF PRELOAD TOP OF PRELOAD B•i nu. FILL, ELEV=32,5 ==. L 1 "MmeingEMIIIIIIIIIMIMPIIMINIK EX CB RIM 24,17 EX C.V.'S EX G.V. 5D EX CB RIM 24.13 EX GAS EX GV'S EX HAND HOLD EX C.V. EX F.H' EX I.C.V. VAULT STOP N , EXISTING BUILDING 931 EX HAN HOLE EX GAS VALVE__ EX W.M.'S EX I.C.V, EX 0 W SEP. EX F.H,/G.V, RIM 22.12 EX TELE./COMM. VAULT 914 21.36 EX GB •-• •005A- 11 so , 11011111M- 11AWS:13 ro EX HAND HOLD F.D.C. Ex w 1 ■■■••■• EX CB RINI 20.82 EX EX P.I.V. EX G.V. 20.31 EX DETECTOR CHECK VAULT EX POWER VAULTS EX POWER VAULTS EX W.M. EX CB RIM 21.50 EX CB ,RIM 21.78 . ..,_.EX;GAS METER EX INLET RIM 22.54 EX 0 W S 11•1 22.72 P. EX SOMH RIM 23.26 S13141-1 RIM 22.66 X W.M. X I.0 X HAND HOLD EX MH RIM 22.55 --EX POWER VAULTS EX HAND V-101.0 EX NH 1 RIM 21.08 1\-EX G.V. EX SSIAN RIM 21.05 SEGALE DRIVE "D" Pim 21.63 EX SSMH I RIM 23.27 EX SSMH RIM 22.13 EX C.V. EX G.V. EXPIRES: 11/18/00 1.; • • ;;!' 7;4! • • • 0 Inch • ' A • 5, • t • • ; - 71 . . 7 2 S - 0 1 I 1 1 0 : ' 1717OolOoloolonlm)1701OolinkO171017117107.7i77177117111o117017717oloolOoloOloolooioolOolloilioll • 10' 30' 45. SC41C 1 - 30' so' PERMIT PLAN SET - SUBJECT TO CITY REVIEW PRELOAD PLAN PROJECT NO. 321-08 REVISION NO. SHEET NO, C3.0 OF 5 :1 1 EXPIRES: 11/18/00 I GRADING AND DEMOLITION NOTES: 1 GEOTECHNICAL & SUBSURFACE INVESTIGATION - GEOTECHNICAL AND SUBSURFACE INFORMATION FOR THIS SITE SHALL BE OBTAINED FROM CEOENGINEERS (253- 383- 4940). ALL EXCAVATION AND FILL SHALL BE PERFORMED IN CONFORMANCE WITH THEIR RECOMMENDATIONS. 2. GRADING - FINAL SITE GRADING MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM OF TWO (2) PERCENT SLOPE, PER THE UNIFORM BUILDING CODE, 3. CLEARING. GRUBBING & DEMOLITION - ALL CLEARING, GRUBBING AND DEMOLITION SHALL BE PERFORMED IN CONFORMANCE TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS AND THE CURRENT EDITION OF THE UNIFORM BUILDING CODE. THE STRIPPED DEBRIS SHALL NOT BE MIXED WITH MATERIALS TO BE USED AS STRUCTURAL FILL. . 4, MATCHING EXISTING PAVEMENTS & STRUCTURES - THE CONTRACTOR SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESSES, AND ELEVATIONS OF ALL EXISTING PAVEMENTS AND STRUCTURES THAT ARE TO INTERFACE WITH NEW WORK. PROVIDE ALL TRIMMING, CUTTING, SAW CUTTING, GRADING, LEVELING, SLOPING, COATING, AND OTHER WORK INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS TO BE PROPER, ACCEPTABLE TO THE ENGINEER AND THE CITY OF TUKWILA, COMPLETE IN PLACE AND READY TO USE. 5. REMOVAL OF PAVEMENT. SIDEWALKS AND CURBS - ALL REMOVAL OF PAVEMENT, SIDEWALKS /ND CURBS SHALL BE PERFORMED IN CONFORMANCE WITH SECTION 2- 02.3(3) OF THE STANDARD SPECIFICATIONS. ASPHALT CONCRETE SHALL BE SAW CUT FOR A SMOOTH TRANSITION. CONCRETE WALKS AND CURBS SHALL BE SAW CUT OR REPLACED TO AN EXISTING JOINT. 6, EXCAVATION k RACKFII - SAFE EXCAVATION PRACTICES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONFORM TO REGULATIONS ESTABLISHED BY PERTINENT STATE AND FEDERAL OCCUPATIONAL SAFETY AND HEALTH AGENCIES. 7. COMPACTION - ALL AREAS OF EARTH WORK SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 6 INCHES, PRE - ROLLED, AND COMPACTED WITH A ROLLER OR OTHER SUITABLE HEAW EQUIPMENT TO A FIRM AND NON - YIELDING CONDITION, IN ORDER TO ACHIEVE A MINIMUM COMPACTION LEVEL OF AT LEAST 95 PERCENT OF THE SOILS MAXIMUM DRY DENSITY AS DETERMINED BY ASTM TEST DESIGNATION D -698 (STANDARD PROCTOR) FOR THAT MATERIAL. PRE - ROLLING AND COMPACTION SHOULD BE DONE WHEN THE SOILS MOISTURE CONTENT IS WITHIN TWO PERCENT OF RS OPTIMUM, AS DETERMINED BY THIS ASTM STANDARD. ANY SOFT, WET, OR SIGNIFICANTLY ORGANIC AREAS DISCLOSED BY PRE - ROLLING SHOULD BE OVER EXCAVATED AS NECESSARY TO REVEAL FIRM, NON - ORGANIC SOILS, AND BACKFILLED WITH STRUCTURAL FILL. • NOTE: SLOPE THE ENTRANCE AT 3% MINIMUM SLOPE. • STANDARD FLARED ENTRANCE SECTION WITH 6" MIN METAL CUTOFF WALL. SECURE TO PIPE WITH WATERTIGHT CONNECTION BANDS, ti r` �,_ EARTH HIGH COMPACTED _� EARTH DIKE. 2H:1V MAX SIDE SLOPE. LBOW`,� ' .1+ ANCHOR SLOPE DRAIN SECURELY INTO SOIL. ANCHOR SPACING SHALL NOT EXCEED 6' O.C. AND SHOULD BE DRIVEN AT LEAST 2' INTO THOROUGHLY COMPACTED SOIL. B" CORRUGATED METAL OR ADS PIPE /SLOPE DRAIN ELBOW 2H:1V MAX SIDE SLOPE 1' MIN DEPTH LINE BOTTOM & SIDE SLOPES WITH 1' MIN DEPTH OUARRY SPALLS COMPACTED STRUCTURAL FILL PRELOAD. 2H:1V MAX SLOPE. NOTE: PLACE STRAW BALES AT DISCHARGE SIDE OF APRON, REFER TO PLAN. PIPE SLOPE DRAIN NO SCALE • 8. STRUCTURAL FILL - ALL STRUCTURAL FILL SHALL BE FREE OF ORGANIC MATERIAL, DEBRIS, AND OTHER DELETERIOUS MATERIALS. THE INDIVIDUAL PARTICLE SIZE OF THE SOILS USED FOR STRUCTURAL FILL SHALL BE • LESS THAN 6 INCHES IN DIAMETER WITH NO MORE THAN 5 PERCENT FINES PASSING THE NO. 200 SIEVE. • STRUCTURAL FILL SHOULD BE UNIFORMLY COMPACTED IN HORIZONTAL LIFTS TO AT LEAST 95 PERCENT OF THE MAXIMUM DRY DENSITY (MDD) DETERMINED IN ACCORDANCE WITH ASTM D -1557 (MODIFIED PROCTOR), PAVEMENT SUBGRADE SOILS AND UTILITY TRENCH BACKFILL SHOULD BE COMPACTED TO AT LEAST 90 PERCENT OF THE MDD UP TO WITHIN THE UPPER 2 FEET: THE UPPER 2 FEET SHOULD BE COMPACTED TO AT LEAST 95 PERCENT. THE LIFT THICKNESS USED DURING PLACEMENT AND COMPACTION WILL DEPEND ON THE MOISTURE AND GRADATION CHARACTERISTICS .OF THE SOIL AND THE TYPE OF EOUIPMENT BEING USED. REFER TO THE GEOTECHNICAL REPORT FOR ADDITIONAL RECOMMENDATIONS. 9 MINIMUM SLOPE - ALL PARKING AND DRIVE AREAS SHALL HAVE POSITIVE DRAINAGE TO THE ' COLLECTION /CONVEYANCE SYSTEM AT ONE PERCENT MINIMUM SLOPE, PLAN DETAILS SHALL NOT SUPERSEDE THIS REQUIREMENT. 10. CUT & FILL SLOPES - NO FINAL CUT OR FILL SLOPES SHALL EXCEED 2 HORIZONTAL TO 1 VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL. NO PRELOAD SLOPES SHALL EXCEED 1.5 HORIZONTAL TO 1 VERTICAL WITHOUT STABILIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL. 11, pAMAGE DURING CONSTRUCTION - THE CONTRACTOR SHALL PROTECT FROM DAMAGE OR DESTRUCTION, PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORK THAT IS NOT SCHEDULED FOR DEMOLITION, REPLACEMENT RELOCATION OR REMOVAL AND SHALL ENSURE THAT INTERFERENCE WRH THE USE OF SUCH PROPERTY IS MINIMIZED. ANY EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED PRIOR TO FINAL INSPECTION. MAINTENANCE NOTES: 1. INSPECT THE INLET AND OUTLET ON A REGULAR BASIS AND AFTER EACH HEAW STORM. REINFORCE THE INLET WITH COMPACTED EARTH OR SAND BAGS WHERE SIGNS OF UNDERMINING ARE OBSERVED OR WHERE FLOW HAS CUT AROUND THE ENTRANCE. 2. INSPECT ALL FITTINGS & PIPE ANCHORS ON A REGULAR BASIS. REPLACE WATERTIGHT FITTINGS AT FIRST SIGNS OF LEAKAGE. PIPE ANCHORS SHALL BE REINFORCED OR REPLACED AT SIGNS OF FAILURE. 3. REMOVE TRAPPED SEDIMENT FROM OUTFALL APRON WHEN DEPTH REACHES 6" MAXIMUM. DRAINAGE CONTAINMENT BERM 1 HIGH WITH 1- 1/2H:1V SIDE SLOPES ALL AROUND TOP /'FINISH GRADE n PERIMETER OF PRELOAD / II 1 / 22 FUTURE FINISH FLOOR - 25.50 NORTH PROPERTY LINE TOP OF PRELOAD - 32.50 /FINISH GRADE (WITHOUT DRAINAGE BERMS) FUTURE FINISH FLOOR - 25.50 DRAINAGE CONTAINMENT BERM 1' HIGH WITH 1- 1/2H:1V SIDE SLOPES ALL AROUND TOP PERIMETER OF PRELOAD 1- 1 /2H:IV SIDE SLOPES, TYP. - :, \+ L + REMOVE PRELOAD TO SUI3GRADE ELEV 24.56 + + 4 + lu I° I6 1 +rJ + tJ + -20 0 20 40 60 e0 100 120 L 0 46 22 SECTION A - A SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL 140 \ 150 1eo EX GRADE, TYP. DRAINAGE CONTAINMENT BERM 1' HIGH WITH 1- 1/2H:1V SIDE SLOPES ALL AROUND TOP PERIMETER OF PRELOAD /FINISH GRADE TOP OF PRELOAD - 32.507 t. . (WITHOUT DRAINAGE BERMS) FUTURE FINISH FLOOR - 25.50 200 220 240 1- 1 /2H:1V SIDE SLOPES, TYP. +REMOVE PRELOAD+TO SUBGRADE ELEV 24.50 4. ' -40 -20 + EX GRADE, TYP, 20 40 60 e0 100 120 140 j 160 180 200 220 240 TOP OF PRELOAD = 32,50 (WITHOUT DRAINAGE BERMS) SECTION C - C SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL PHASE 2 1 1/2: 1 SIDE SLOPES (TYP.)\ PHASE 1 1 1/2: 1 SIDE SLOPES (TYP,) NORTH PROPERTY. LINE G +eD DRAINAGE CONTAINMENT BERM 1 HIGH WITH 1- 1/2H:1V SIDE SLOPES ALL AROUND TOP PERIMETER OF PRELOAD /-FINISH GRADE , TOP OF PRELOAD - 32.50/ 1 1 (WITHOUT DRAINAGE BERMS) RECEIVED AUG 1 8 2000 DEVELOPiviENT I- 1 /2H:IV SIDE SLOPES, TYP. i Io Im FUTURE FINISH FLOOR - 25.50 1x 1w -25 + + REMOVE PRELOAD TO SUBGRADE +ELEV 241'50 + + + J r + • + + + + _ _+J • 23 \+ + + + + 3_ - + + + -40 -20 20 40 e0 00 z wl 0 1 0. a -25 + xs 23 1 022 20 + • + + REMOVE'PRELOAIf TO SUB6RADE ELtV 24.50+ + +25 + + + + + '+ + + + + + + +24 + I '+ 1 EX GRADE, - ....... ... 4 100 120 140 160 180 200 220 240 260 '280 3 SECTION E - E SCALE: 1 =.30 HORIZONTAL I" - 3' VERTICAL + + , + + + + + + + 440 460 400 520 540 60 100 120 140 160 EX GRADE, TYP. + + SECTION B - B SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL DMR 1 HIGH RAINAGE WITH CONTAIN 1- 1/2H:1V ENT BESIM DE SLOPES ALL AROUND TOP ,PERIMETER OF PRELOAD TOP OF PRELOAD = 32.50 100 200 220 240 FINISH GRADE (WITHOUT DRAINAGE BERMS) FUTURE FINISH FLOOR = 25.50 1- 1 /2H:IV SIDE SLOPES, TYP. IL, 19 1m Iw REMOVE4 PRELOAD+ TO SUBGRADE EIiV 24.50 + +i + + + + + + • I EX GRADE, I � 9 40 60 e0 100 120 140 160 100 200 ' SECTION D - D SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL FINISH GRADE 25 24 + + + I EX +BLDG + i / /•a- \ r'; / J +- �� --4 - -_ + . -22 + + EX GRADE, + 1- 1 /2H: IV SIDE SLOPES, TYP. J + + .+ 210 240 . ad + 4 + 25 0. . 0 + + + -24 + 23 g 500 600 620 640 660 660 700 720 7 0 760 700 4 840 PERMIT PLAN SET - SUBJECT TO CITY REVIEW. 0 DESIGNED: JDS 0 U U O 0 0 6 P u immQ 0 w Q Ow J g w:P- a Q o .m Sao y t zCe) J ST 0 a coal- PROJECT n PRELOAD SECTIONS & NOTES NO. 321 -08 REVISION NO. SHEET NO. C3.1 OF 5 I Irr:t.- prI:,:; ,I,II�r1nT d Irl6 • 0 Iran. vie , 6 r i+. d9 StCrvrr4 I • 1 Vt -VI 'LI E ' �lllllllllllllllllll�lllllllll�l File: L 00-0060 Drawing #8 5 VICINITY MAP NTS OWNER & APPLICANT: SEGALE BUSINESS PARK TUKMLA, WA 98138 -2028 ATTN: MARK HANCOCK 206- 575 -2000 ENGINEER: A,�° JOHSELL, D.. SELL, P.E. 15600 REDMOND WAY, STE 302 REDMOND, WA 98052 425 -861 -8151 PROJECT ADDRESS: K A1SOU WA 180TH STREET ABBREVIATIONS KEY: A/C - ASPHALT CONCRETE BLDG - BUILDING CB - CATCH BASIN CL - CENTER UNE CONC - CONCRETE CW - CONCRETE SIDEWALK DEMO - DEMOLISH EL - ELEVATION ELEV - ELEVATION EX - EXISTING FH - FIRE HYDRANT FT - FEET 0 -GAS PIPE GV - GATE VANE IE - INVERT ELEVATION LF - LINEAL FEET TAX LOT NO: 3523049120 LEGAL DESCRIPTION: LOT 3, CITY OF TUKWILA SHORT PLAT NO, 86- 45 -SS, REVISED BY INSTRUMENT RECORDED UNDER FILE NO. 9311301981. RECORDS OF KING COUNTY, WASHINGTON. MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORM, RANGE 4 EAST. W.M., 84 KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 35: THENCE SOUTH 8T 50' O9" EAST ALONG THE NORTH UNE THEREOF, 449.30 FEET: THENCE SOUTH 02 09' 51• WEST, 36.00 FEET TO THE SOUTH MARGIN OF SOUTH 150TH STREET AND THE TRUE POINT OF BEGINNING; THENCE SOUTH 8T 50' 09" EAST ALONG SAID SOUTH MARGIN, 786.92 FEET; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET THROUGH A CENTRAL ANGLE OF 95' 35' Or AN ARC DISTANCE OF 83.41 FEET: THENCE SOUTH OT 44' 56" WEST, 348.56 FEET; THENCE NORTH 87' 50' 09" WEST, 802.76 FEET: THENCE NORTH 02' 09' 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. LS - LANDSCAPING MAX - MAXIMUM MH - MANHOLE MIN - MINIMUM PN - PRESSURE INDICATOR VALVE PVMT - PAVEMENT SA - S RFACE AREA SD - STORM DRAIN SF - SQUARE FEET SHT - SHEET 0 - TSANI SANITARY SEWER TEL - TYP - TYPICAL UT W IL - WATER WM - WATER METER NW CORNER SW i/4, NE 1/4 WY1(4-Ar--- 35 -23 -4 449,30 EX FIRE HYDRANT GENERAL NOTES: 1• OBl Ii GS - THIS DRAWING IS CONCEPTUAL, IT IS INTENDED FOR LAND USE PERMITTINO. IT IS NOT INTENDED FOR CONSTRUCTION. 2. EMNG_LmLTIES - EXISTING UTILITY LOCATIONS SHOWN 132E BASED ON VARIOUS SURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE BUSINESS PARK. ALL UTILITY LOCATIONS APPROXIMATE. ARE CONTRACTOR S G L OBTAINING �TO PRIOR S INFORMATION FROM THE APPROPRIATE ANC ES AND SHALL FIELD VERIFY ALOCA TO CONSTRUCTION. THE ONE -CALL NUMBER FOR UTILITY LOCATION IS 1 -800- 424 -5555, 3, SG SURVEY C�N PRBUSINESS BASED N VARIOUSURVEYS, PLANS, MAPS AND FILE INFORMATION PROVIDED BY SEGALE PARK. 4, QN GONG WORK - THIS DRAWING ASSUMES THAT THE PAVEMENT AND UDUTIES TO BE DEMOLISHED ERI DURING THE ON BUILDING DRAWING. 31RELOAD PROJECT WILL BE REMOVED. THEY ARE, THEREFORE, NOT PARKING COUNT: TOTAL SP COMPACT REQUIRED PACES 130,000 0 30% ,30 SO 19 SPACES SPACE PER 2000 S0. FT. - 65 SPACES TA PARKING SPACES PROVIDED: STANDARD COMPACT ADA ASSESSIBLE ON -SITE OFF -SITE 27 TOTAL 16 6 13 3 0 43 19 3 EX CONC NEW DRIVEWAY EX FIRE HYDRANT of SOUTH 180TH STREET ARCHITECTURAL EX DRIVEWAYS TO BE RkPLACLO- PAVING BY NEW CURB & CUTTER, TYP. 4 PLACES S 8750' O9" 8 EX UCHT ' POLE, 11P. E% CURB & CUTTER NY 30' eze 0' 20 ,s7130' SCALE: 1- VERTICAL DATUM: NGVD 1929 BASIS OF DATUM IS A RAILROAD SPIKE SET AT THE INTERSECTION OF SEGALE DRIVE "D" & SEGALE DRIVE "A ", ELEV = 22.91 EX CURB & GUTTER EX FIRE HYDRANT ARCH PAWN ., exavve z....•'p4'lmmP r I/ IIIMAA gmeHil+cs "y'ItsatiAO►�'MISMIIIIM� .ARavampr, Wuappli owto ►QMMU1•MP flrl•MMrNNIaLS \ Ciia•+ rise s.;,4x.... cxxx. arasQ■m'Cs- .,dAmduw-,imR9e�!11,::.' �•rTIo DI:• ::•:::Mwm ∎-•%�� wOV'xrt.T:zl.u�e'il tmovdnIniriul X sI�10111∎ IZIIIMS n•��irw:, a_Qp� i +..er9r�sNr�.?,•T,��. ■�- �.77Y L �RF " Y," "�- ��� "Al g"��4 rx7:�. .. ., �� -_- ,21 .. � :•-, = —Z-'- . -d:YLS o"wtlt� ilN•7_--:.i_�i.. t. CTURAL CANOPY, TYP. RASED PLANTER N.E. CORNER SW 1/4, NE 1/4 35 -23 -4 EX LANDSCAPE ELEMENT 10 REMAIN R= 50' p = 95' 35' 1 05 • L • 83.41 ,I • iii iq:p / /// f SCREEN WALL 16' HIGH LANDSCAPE PLANTER "97/ SLOPED MECHANICAL "RASED PLANTER' SCREEN 83.1' 85:.9' 4r? Ex CURB &GUT111Ip1` REL POLE PLACr) LS NEW FIRE HYDRANT EX r01 'X D UGHT 2 I 1 J0' 1 A DATE Sept. 11, 2000 NE=c ,ara CID er N NEW BLDG WALL. TYP. HYDRANT EX BLDG WALL EXISTING BUILDING 931 EX LS EX LS IIIIIIMEIEnimsnarsinnuounricanurcumwarommnerin �I[ " ^......I... , 111111111=111.11., -SITE PARKING 40 SpACES.(EXISTING) C1 H'• SS X FIRE HYDRANT EX BLDG WALL molommammegamoftdupaiiiilIPAIM Hut 71111. : ■ ■utl ■■9'�•aan■■ur:•9`di■■d► ^T ■ W T �_���r t ram EX FIRE HYD SS SS SS SEGALE DRIVE "D" EX FN i .Il.av EXPIRESt 11i/16/00 • 0 .1 ,0, 916 1, "1-"'i'7'...77'.'''' if 1 i Si . 11 —CI E1 .,,I: • JI' .—.It—`5 Z • • T";"T 9( L L. : O a '. 110111N11I111181111111111I111111111111II) 11111111111N1111111II1111111111111111111111111111111111111111111111111111111111II618IIII 1111H1 1 C i f L lC_00 0 Q 0) c” = /� , V N = ZEN 3 5 VI J d a:N CONCEPTUAL SITE PLAN PROJECT NO. 321 -08 REVISION NO. SHEET NO. Cl OF 1 File: L 00 -0060 Drawing #9 ; _111.101 i111.11(11111i11 1111 1iii`I ii 11 111 1111)0tu 111111111 illlllllllllllllll 1.11111111 IIII{liil lfilI)1ii uliliiii u 0.1 11..uhi is 5 �l• 15W rp,o • Poe. n I ni r_ / • WAREHOUSE & c' 3 • 1 0` • 0) ' i Al el3 Or COMERCIAL i ''/$. ^ • �1\:: WAREHOUSE J ' 1 g. r.. : j • :C n OFFICE' 0 , y•.� boy 6L L1, :• -rte ' UU • Tur. (CA 93•Me5 00.36 ..51% 9. . sAr<aro1c 0. M7.76 ^ • rter./a.nfN ? •1.'. i ...... _ _ _ :11IA•eYle_C so'4?srX._ _ - _ _ _ _ _ Ar ' I ti ye ••i/• :. .0..I:, • . WARIDOUSE f I WAREHOUSE , Lt ) N by WAREHOUSEpj 61' PO . . . ■ NE�35 -23-4 , ,,r Q,4 �0' , q• :, I I • ,py ° 14' lhftJie iAmfto milaroparytlrc 6;. Asseftea..055001.1..kaiq.ryu. , wo deoa 6ett Propal -IArr • • • 7 r+4'SG TerelJA) area + U S t7e :.AF 7903011098 • i .LOT: 22 _ Y . .,‘ WAREHOUSE 7/ •' ` ' 10, 0?Jy• O 10: pOR, •• n�•.IL. „ LOT 23 0 ?• IS '' / a y °k• • 0iFICE i WAREHOUSE • I 25,11e 1 • :TU. SP MF. 78.19-SS .. a ! 7807E • .LOT zo (AM@ <LL.r7 337 a 9' S 5510 e JJ ee�W I °f r °h) Se . le; (AMENDED) MF 78 -19-SS 560 0' pk b v,, 16 { LOT P'L4 • 14 L.7. / SW 35-23-4,? x.588 7 r9 /• • <. wa� x q 149 % 0 ;• �•KrJr., �. 04 'SE 35 -23 -4 <ILA 6 ,,fl• A` • // •0 1116 .91L -I1 Lt LP +,1..11 • .- D- 1;_... r -S-... pi r L o Ipnlnuln116ulIlul6nlll8ilAlllnldnnluuluu�• lulllluluulSlllutlpuluSIIISI01111111IIIII�IUI�nnluulunluulqulnnl .8` i 13 LOT le SLi' 1 1 2000 19ec.° p5�5y � i'..'2fr pl 7-00 utn,prr. <J. File: L 00-0060 Drawing #10-11 ( SOUTH 180trh STREET E 786.92' u1iffau, PkM& bow firdim2f WP OtAfw 6 taaav .? l ■s Air ea Meel 1 �! ra■ � aeao•:, • m -.1 1 / Exvmwt. 1/mPull Comc :tip•.......... LJ LLS vJ 1 FIRE HYD. O :..Inch ' 1/16 6 s t,,.,_.. � � ; c � ` ..t , i 1 0 Iti 101111111111 1111111111111111 11111111111111 111111111111111 IIIl11111 11111 1, 11111111111111 1111 111111111 111111111111 ii .011p)11 1!∎111- fr• F EXISTING CURB, GUTTER AND SIDEWALK ' ! i •a : '° S is R. ....•- .•M{i4° �` j! r•et- _7�+ -el� ■ ll �.3 1Gnl5r SOUTH. 180th STRI fregiut S 87 54' 09" E 786.9.2' ',V 'AT ■�••.V...•kaslar1ON t�7 ..,� ;.1 -- .1N f'Arnl , aa.1 y.1✓1■�101 .1iiipONAM t; Samoa ns ; ii i , , a_. .._._.;__._.._.�-.._..... =. --ar Q w Li) 0 1 r ^Te(�•rr;.e ..0(11101 illlliiii liilli1ii iiillni.1IililliiiliillILIII Ilillllll1lllllllll1llll (Ill1liill(III Illillll) iinlllii nil,I lin{iiii iii }Iliul: • Incas-1104 191,1,L. Eio File: L 00 -0060 Drawing #12 iii`iliiiilii, !iiiii�it lii`iiliiiilii`iiI iiiliriili.ii!h iiliii'iliiiil� iiiiiiil(ii ianiliiiii nli�iii ilii►ilii��1 NV CORNER /• -S4 114, NE 1/4 1 33-23-4 f , it 1 ' SOUTH 180TH STREET i " 449.30 I im 47. m1 mr :TDP SI iS Silt? STGN w,011 O/ lmQ� ,I IM = 5 8Tb0' 09" E� 788.92 .1m'R°mr 1M r ■ • r, N E CORNER SW 1/4, NE 1/4 3'5_23_1 . rn ..11A 1111=1•11 1MMI NMI acne aAI '.w R= 50 = 95 36' 05" L = 8341 N API • �51cxFlC1S)F1TI3RL"YL7i+l- MEMECEMSM UMW \ \ \ \ \ \ \ \ \ 1 i \ "C"'w =-:sG\ \ r• SEGAL DRIVE "D "R f• 60. Row EASEMENTS i 47709290323, 00604 0093. 20' VATEEARsLTNT _.% GRAPHIC SCALE 40 6O DO 1 '1 ( DT Pllr 1,m„. 40 it LEGAL DESCRIPTION: LOT 3, CITY OF TUKWILA SHORT PLAT NO. 88- 45 -SS, REVISED BY INSTRUMENT RECORDED UNDER FILE NO. 9311301961, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: THAT PORTION OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M., IN KING COUNTY, WASHINGTON DESCRIBED AS QUARTER OF THE FOLLOWS: QQUARTER OF SAID SECTION NORTHWEST 5; THENCE SOUTH 87 SOUTHWEST 09" CORNER OF THE EAST 0 FEET TO THE SOUTH MARGIN �OF SOUTH 18800TH STREET AND THE TRUE POINT OF BTHEENINCNENALONGACCURVE TOBTHE RIGHT HAVIN ALONG RADIUS O SOUTH .000 FEET 786.92 THROUGH FEET; 07' CENTRAL 8" ANGLE WEST,F348.58 FEET; THENCE DISTANCE OF 83.41 FEET; WEST, 8�N76 FEET; THENCE NORTH 02' 09' 51" EAST, 401.77 FEET TO THE TRUE POINT OF BEGINNING. RAILROAD DAM= RC. BENCHMARK RR SPIKE 81NT. ELEV. 22, 91 NGVD 29 9EVIIIP6, SEGAI[ MINESPRIZ TUKVILA, NASHINGTUNcmo sm-xas nna SURVEY OF LOT 3, CITY OF TUKWILA S.P. 86 -45SS DESIGNED l PM= NIRR DECICED ISSUE If, MTh siv= 40' T7/00 OWING MOM RECEIVED SEP 11 2000 COMMUNITY DEVELOPMEN'P6" +0 Inch 11 WiefSrrr>T j • �, 5—'4 v L L 1 0 1imIOTT mnlnnliudintUm1i)111 nli111111 uiim ii111111 iluuLmlunli11.111 01.11 1.11 �'!�.