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HomeMy WebLinkAboutPermit 87-08-DR - KAISER GATEWAY ASSOCIATES - GATEWAY CORPORATE CENTER PHASE III DESIGN REVIEW87-08-dr 85-32-ss 87-06-smp epic-258-85 GATEWAY CORPORATE CENTER PHASE III DESIGN REVIEW ``:..f•Arrzi.,ti' L^.7..V.LL4 :c• ... aZ,.1 . . v r i5.!7u la�to:�'..�: • E , !� lif•r(a isI1. L " April 26, 1988 Moria Bradshaw Planning Department City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Gateway Corporate Center Phase III. Dear Ms. Bradshaw: In response to our phone conversation of April 21, 1988, we have revised sheets L -1 thru L -3. The following issues have been addressed in efforts to match our original proposal to the City, and maintain a functional solution. 1. Addition of Riparian Trees to the County Trail Easement. 2. Additional screening along the perimeter. 3. Shrubs to buffer the trash enclosure walls. 4. Berms and shrubs along the building perimeter. Sheet C -1 shows the proposed berms against the sill walls of the building perimeter, whereas, our proposal of June 10, 1987 shows freestanding berms on the north side of the buildings 7 & 8. It is our feeling that shrubs along the perimeter berm of the building would obstruct views from the building, and the berms against the building will emphasis the grass areas by sloping up to the building. Please review these changes and inform us if you have any additional concerns or questions. Sincerely, aul R. Coppock mrh Enclosures cc: Becky Davis Joe Layman Craig Johndohj, Steve Gwinn ) � - } t, Dick Smith Royce Berg FILE NUMBER: 87 -8 -DR (29 /NTC.KAISER) City of Tukwila PLANNING DEPARTMENT 6200 Southcenter Boulevard Tukwila, Washington 98188 (206) 433 -1849 APPLICANT: Kaiser Gateway Associates NOTICE OF DECISION REQUEST: GATEWAY CORPORATE CENTER PHASE III Design review for Buildings 7, 8, 9 and 10; approximately 205,000 square feet of office space. LOCATION: 12700 - 12788 Gateway Drive. The Board of Architectural Review (BAR) conducted a review of the request on August 27, 1987, and approved it with conditions. The BAR adopted the Findings and Conclusions contained in the Staff Report dated August 13, 1987. Any party aggrieved by this decision may appeal the decision to the City Coun- cil by filing an appeal in writing with the City Clerk within ten (10) days of the above date and shall state the reasons for the appeal. Moira Carr Bradshaw Associate Planner Planning Commission August 27, 1987 Page 4 nm�+ v. w.\ n�. v4A.a ir. �. ::.. t. wH..bn"'t:••>�l•/1'Rih:.:: - =87- 8 -DR:. KAISER GATEWAY'. CORPORATE CENTER, PHASE III - Design review of Buildings 7, 8, 9 and 10, totaling 204,352 square feet of office and research and development space. Moira Bradshaw reviewed the staff report, entering it into the record as Exhibit I and noting that staff has recommended approval with conditions. Jerry Kirkpatrick, 4070 Nelson, Concord CA. represented the applicant commented on the proposal. Royce Berg, 1127 Pine Street #300 represented the architect for the proposal. MR. KNUDSON MOVED AND MR. HAGGERTON SECONDED A MOTION TO APPROVE THE DESIGN FOR 87 -8 -DR KAISER GATEWAY CORPORATE CENTER, PHASE III, BASED ON THE FINDINGS AND CONCLUSIONS OF THE STAFF REPORT WITH THE STAFF'S RECOMMENDED CONDITIONS MODIFIED AS FOLLOWS: 1. Revise Landscape Plan to include the following items subject to the final approval of the Planning Director: A. Missing landscape island on southwest side. B. Additional landscape fingerlings on west and northeast edges of parking areas. C. Addition of shrubs and deciduous trees along edge of parking adjacent to river environment to achieve opaque screening. D. Shrubs around two dumpster enclosures adjacent to river environment. E. Ten evergreen trees adjacent to northeast elevations of Building 7 and 8, and double and vary shrubs shown. 2. Revise site plan to include the following items to be approved by the Planning Director: / A. The staff work with the applicant regarding the alignment of the sidewalk between buildings 7 and 9. B. Show 30 -foot easement landward from 100 -year flood elevation. 3. Provide color samples for BAR approval. 4. Staff be given the authority to work with the applicant on screening the mechanical equipment on top of the buildings. ,. >:N.': ^.M: .S^: ^r ;33'b':3C ria••41f".Y::: ( . 'Kjyi 4 �is�.i3•. - N: nSite�: r� �a; ?4.".": �_ %ti,,.... ,... } >JU?r;..,,.�,� City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433-1800 Gary L. VanDusen, Mayor STAFF REPORT to the Board of Architectural Review Prepared August 13,,1987 LOCATION: 12700 - 12788 Gateway Drive ACREAGE: Approximately 13.03 acres COMPREHENSIVE PLAN DESIGNATION: Light Industrial ZONING DISTRICT: M -1 Light Industry SEPA DETERMINATION: MDNS issued May 16, 1985 ATTACHMENTS: (A) Site Plan (B) Elevations, Buildings 7 & 10 (C) Elevations, Buildings 8 & 9 (D) Landscape Plan (E) Topographic Survey (F) Exterior Light Pole (G) Exterior Light Bollard (H) Shoreline Profiles (I) Modified Pedestrian Circulation ( X HEARING DATE: August 27, 1987 FILE NUMBER: 87 -8 -DR: Gateway Corporate Center Phase III APPLICANT: Kaiser Gateway Associates REQUEST: Design review for Buildings 7, 8, 9 and 10; approximately 205,000 square feet of office space. STAFF REPORT BACKGROUND VICINITY /SITE INFORMATION 1. Project Description: Four single -story buildings with associated parking and service for office and research and development use. 2. Existing Development: Undeveloped and vacant, formerly pasture land. 3. Surrounding Land Use: Light industrial uses. 4. Terrain: Flat with low to moderate slopes to riverbanks. 5. Vegetation: No significant vegetation occurs except along the riverbank where large alders, cottonwoods, and maples exist. 6. Soils: Silt and sand. 7. Access: Gateway Drive is a loop drive off of Interurban with intersections at South 133rd Street and approximately 1,170 feet north of the South 133rd Street intersection. 8. Public Facilities: A riverfront pedestrian and bike trail is anticipated for construction in 1988 along the site's shoreline. Phase III is part of a multi -phase development of approximately 500,000 square feet and eleven buildings. The development was previously before the BAR for review of two storm drain outfalls into the Duwamish via the site. Since then Phase I, consisting of Buildings 1 and 2, and Phase II, consisting of Buildings 4, 5 and 6, have been built. Phase III is subject to BAR review due to its location adjacent to the shore- line. DECISION CRITERIA FINDINGS 87 -8 -DR: Kaiser Gateway Associates Page 2 The applicable Tukwila Municipal Code (TMC) criteria are listed below in bold, followed by pertinent findings of fact. 1. TMC 18.60.050(1) - Relationship of Structure to Site The four structures are placed in a logical varied pattern on the site (Attachment A). The height and scale of the buildings are identical to each other and at the same scale and materials as surrounding industrial and industrial park development (Attachments B and C). Provisions have been made to connect all the buildings within the develop- ment with pedestrian pathways, sidewalks have been placed connecting the site with Gateway Drive. STAFF REPORT 87 -8 -DR: Kaiser Gateway Associates Page 3 Landscape islands and fingerlings are interspersed within the paved parking areas. However, two long (280 feet and greater) areas of parking are un- interrupted along the edges of the site. A 30 -foot riverbank protection easement will be dedicated to King County landward from the 100 -year flood plain mark (Attachment G). A riverfront trail will coincide with this easement and will be given to the City of Tukwila for public access. 2. TMC 18.60.050(2) - Relationship of Structure and Site to Adjoining Area A double row of parking is located along the shoreline unscreened except for the riparian trees existing and proposed to be located along the river's edge. The landscape yards in the front and side yards exceed district standards and contain a mix of lawn, deciduous street trees, evergreen trees, and shrubs (Attachment D). A 10 -foot by 30 -foot loading zone is located within the parking area drive- way aisles adjacent to each building's entrance. The location of the loading zone limits two -way traffic to 20 feet. The loading zones do not conflict with any pedestrian routes. Three 30 -foot access points within 260 feet of frontage are shown onto Gate- way Drive with a fourth common access point with Building 2 on a proposed property line. The center access point is located directly across from a curb cut into the parking are for Buildings 4, 5 and 6 (Attachment A). 3. TMC 18.60.050(3) - Landscaping and Site Treatment The site is flat with mature cottonwoods, maples and alders located along the river's edge. Riparian deciduous trees are proposed in natural groupings downstream where there currently are no trees (Attachment E). Earth berming is proposed around the site to provide topographic interest and low level screening. Groupings of shrubs and groundcover are located around buildings with accent trees at entrances. A landscape island located on the northwest property line adjacent to Building 2 has been shown on the site plan but omitted from the planting plan. Dumpsters are enclosed with precast concrete panels and surrounded on three sides with screening shrubs except for the two containers located adjacent to the river environment. Exterior lighting consists of standard poles and low level bollards. Build- ing lighting will consist of down lights in building soffits and light fixtures, similar to those on poles, on support arms attached to buildings. 4. TMC 18.60.050(4) - Building Design The four structures are the same and consist of painted tilt -up concrete panels with tinted glass. The L- shaped structures have been located on the site to create an illusion of offsets. The northeast facades have approxi- mately 180 feet of flat uninterrupted wall of repeating windows and concrete panels. The southeast elevations are identical but not as long. The north- CONCLUSIONS STAFF REPORT 87 -8 -DR: Kaiser Gateway Associates Page 4 west and southwest elevations have recessed corners and /or entryways in the center of the structure. The buildings are in scale with their neighbors and windows, doors and parapets are proportioned. Colors have not been submitted but have been requested from the applicant. The Phase I and II buildings are grey and the architect has indicated a similar color will be chosen for Phase III. Mechanical equipment is proposed to rise 3 to 7 feet above the parapet. No screen has yet been designed. Attachment F represents the type of exterior light standard proposed. 5. TMC 18.60.050(5) - Miscellaneous Structures and Street Furniture No miscellaneous structures or street furniture are proposed. 1. The overall design of the site is well planned and creates an effective siting of buildings. The impact of large paved areas is softened with the frequent use of landscape islands. Several parking aisles, however, are quite long without interruption. The northeast corner adjacent to the shoreline and the parking adjacent to the west property line should be broken up with landscape fingerlings. Modification of the riverfront park- ing area may be necessary to accommodate a 30 -foot area landward of the 100 -year flood elevation. 2. The location of three 30 -foot curb cuts along the approximate 260 foot frontage along the internal connection with the parking lot for Building 2 is inefficient. The location of the center entry is directly opposite an access to Buildings 4, 5 and 6. The southern entry is necessary for access to the rear parking areas. The first option would be to more centrally locate the northernmost access and combine Building 2's curb cut. Building 2's parking lot has two access points and therefore would not be adversely impacted by this relocation. A second option would be to elim- inate the northernmost access to the subject site and leave the Building 2 access allowing traffic through the two lots as is currently planned. A third option would be to eliminate the center curb cut. 3. Landscape transition is appropriate with 2i" caliper street trees along Gateway Drive and riparian trees located along the river bank. The parking area is not adequately screened from the riverfront and additional evergreen shrubs and deciduous trees should be required adjacent to the parking stalls. 4. The pedestrian walkway between Buildings 7 and 9 is geometric rather than the closest logical pathway. A staggered sidewalk through the parking area would be more convenient for the users. Additional pathways connecting with the future riverfront trail should also be provided (Attachment H). STAFF REPORT RECOMMENDATIONS 87 -8 -DR: Kaiser Gateway Associates Page 5 5. The proposal is to maintain the majority of trees along the river bank. This feature will be enhanced with additional wetland trees proposed to be planted along less vegetated areas of the riverbank. The trash enclosures have been softened and screened in two locations within the parking areas. The same method should also be used around the remaining two adjacent to the river environment. The use of landscaping in paved areas is good and uniform except as previ- ously noted in Conclusion 1. 6. The style and quality of design is standard for the industrial parks located within Tukwila. The smaller scale of the buildings and the juxtaposition of 8, 9 and 10 helps add depth and variety to the proposal. The north and northeast exposures of 7 and 8 however are monotonous. Landscaped berming and some planting have been located along these sides to help break up the facade and embellish the elevation. The Planning staff recommends that the shrubs be doubled to add greater depth and that the type and species be varied. In addition, the use of 5 firs each on Buildings 7 and 8 would pro- vide year round break up of the continuous flat facades. The colors have not been submitted. The architect has verbally communicated that grey will be the recommended choice and samples will be submitted for BAR review and approval. 7. Miscellaneous structures have not been included within the proposal but would be an appropriate amenity within the landscape area adjacent to the river. Benches for viewing or picnic tables would be appropriate given the people density expected from the development. Based on the above Findings and Conclusions, the Planning staff recommends approval subject to the following conditions. 1. Revise Landscape Plan to include the following items subject to final approval of the Planning Director: A. Missing landscape island on southwest side. B. Additional landscape fingerlings on west and northeast edges of parking areas. C. Addition of shrubs and deciduous trees along edge of parking adjacent to river environment to achieve opaque screening. D. Shrubs around two dumpster enclosures adjacent to river environment. E. Ten evergreen trees adjacent to northeast elevations of Buildings 7 and 8, and double and vary shrubs shown. fl !'tilntfti.iw STAFF REPORT QF Fi`.: 7.414VAVOI.M•R9fwri4014ediYtPNVI . ARL1: G' IMMT 7+5;AY Mt57' i 87 -8 -DR: Kaiser Gateway Associates Page 6 2. Revise site plan to include following items to be approved by Planning Director: A. Realign sidewalk between Buildings 7 and 9. B. Eliminate or consolidate third curb cut. If internal pedestrian and vehicular circulation of site is affected by change, Planning Director shall have authority to approve these modifications. C. Show 30 -foot easement landward from 100 -year flood elevation. 3. Provide color samples for BAR approval. 4. Redesign facades of structure to incorporate mechanical equipment into over- all design of building. 5. Provide several benches or picnic tables in landscape area adjacent to river. (22/87- 8- DR.1,2) axe %rxtx w K: Mean Mph room Matt 44 € 0 Top of Sank • Storm Outten E02001002 KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWILA WASHINGTON SITE PLAN . .. 0 0 0 0 % - : -,„ ••• . -„. 120 40. $ol Ipn Ram Environment 2 Crating Dukibm 8 2 Story \ .. \7 , • 11 j)11)[11I-- , • L.r I - I / a • I, 1 • ,N4i1 rft117 rii -1) r . 1 . .t.:' _ PHASE III DRAINAGE _ I ...........„ .......... ,-.,.. -, u... . . . .2 . ........ , ! • . ' 7 -'-' . ' ` • • . ', , ,.. . 24 l• 1 >_, 17 • • .. \ '‘ , • . /•"" - \ . • . \ ., ,.....;\ w 2nd Stay Brides Open at Ground Levei(10) -/ , , J 1 , .1 ; . •1-1:117 H 1 111: 1_11! L111.1, - - Morunent Slim ‘ -- 10' Utility Easement ., .....t's••• -' Gateway Drive 1Eideting) -• ::--7 ' - A 7.;" s 4 - Existing Cub Cull ,--• - , -..i..., !'-' ' ' I • • Existing Prcp.d Y MerrN avflung Easement Prolterty Line Rerision Edgers Tram To Be Ranomd (2) • • TABULATION Site Area ±587,529 Bldg. Area 7 ± 51.726 S.F. ± 50.44$ SF. S = 50.43s SF. 10= 51.72$ SF. Total ± 204,358 S.F. Site Coverge ±17.0% Gross Coverage ±36.0% Parking Simard 621 Sidle Ccenpact 26$ Stalls Itaidcap 12 Stale Total 901 1/2289F. VICINITY MAP ••• • i"..17; „ -..„ ..... . • , 1- Access Esemmed - Sewn Outtall Eammene r• - urn v•-ve-, v, • sit 'sou oui- ••44E • 1 - edging Curts,SkAnrak,a La." 6 Existing Liam i • . ! . 1 - ; .; .... ,..,t;. ail EX / II LIGHTMG 1 :.:.:. . ..-.,...,.7;, / . , • • 1 )! It • 1 n 1 .". 7 . 42 2 , ' ' - 4- - A43 . I , i A4-1 ' A44 ;-.. 1 - ., , • i ,,..';. .. '',. 0.'1 L-1 '. !:1:'.. r.::".;:i.::r::::7:::,':.r.':..t.;• . nr,:: ... - Site Plan Site Sections Elevations Elevations Survey Landscape Plan CC LU z LU UJ 1- o 0 pi 0 fte• co CC >. a CD CC CI hg 20101.•20 002 SITE PLAN 200 2047010 Oat 5-1041 001001,41 MICK • •• SIM MO CV A-1 1I TUKWILA WASHINGTON ELEVATIONS BLDGS 7810 KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER I� l- J! =Ern ui I LI.i�QnTLO� �.�� i 11l IIIf�I 1flh!!, I!! I!!1 ti IU !!!e! . 248' • t L1.1. JJ LI I I.LLLl . ..� 8a' Painted Tat-up Conct.t• Panel. Tinted am / r Spite. Frame at Entry 60' NORTHWEST ELEVATION East Elevation Bldg 7 PHASE III NORTHEAST ELEVATION North Elevation Bldg 7 SOUTHWEST ELEVATION South Elevation Bldg 7 • _. ■1■ I I!h! •I 1I8"081 u • ■■ ■m•■ ! MK -.rte ■ .. .f 148. T jj SOUTHEAST ELEVATI West Elevation Bldg 7 CH,' 1 0 hcsn .at ELEVATIONS BLOCS 7810 ma.o. rota Lett q R one .-iw Ws. A-3 c..a --a ELEVATIONS SLOGS 859 KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWLA WASHINGTON PHASE III LI 1 I.I LL -Space Frame al Entry •~ I an • p :._.... .,..■.... �.■.o.r II ■ 1,l �I 1 /// IO!!I!!1 //II /�� / } !!I n 11 _ !1L NORTHEAST ELEVATION NORTHWEST . ELEVATION SOUTHWEST ELEVATION cc W F Z W V W H a Dr1 w MS 1SPv, orn -v Toe: ELEVATIONS BLDGS 859 a Y0a7011 j SOW re .,1 A-4 MY0 :A)y[S c.c. 1,c. • KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWILA WASHINGTON It 1 IASE1 & I IAN I 0444 130 ; 40. so' Indusbial ipn PHASE III 1 1 4 - tyss n10. •044.6.1 061•••/ *MP :7 -Mr — Mont Sign 10 s Gateway Drive '.--..%`■ ., •, ' - - — . - --- , i , t , /, / ,,,,',.:- j i. 1 ':// / f, ' ; I> , , Industrial "--- . , / / ,7 i ..' r 4 ! / • Uot t0• 191 , • Industrial I 1 ( ' t . ; • . ••-•. Dr1 01111:00 0610 LANDSCAPE PLAN 4110•0117111111 C• SM. L-1 U / , „r a w .' - sot OUy1P .�. - - .J J • • .r / '73 `r ,a A ,, , .) A s ., / ..t ./ ' /^ S ..) t ,,a .,, ,.3 .., ti — fa. / •t.. __• o,/' , ' \ 3. • 7 � / � „7. . ",•r �•,+ -:'* J ,..•r. r"r__ r .J JO ., •• o t•'. te • r • F � ..3 ,.a ,J 4 �.'' \\.‘,\, � a • G . \ ' t \ ` ..+ ..] i •' / `) ''; ..t \,� ••� '�,. , I ' \ ' \ ; 7 . 4<P '. 4' „, .. • ,.t ..7 ,. ) „J ,a AP ,.a ,. .,, A , ,.+ .'Su.rr ,y wra. / ,.+ ,.r ,.3 A , A a A+ AP `'' I •j `•' AP / '• -- ,._ :i\ ''' ,.,,, ,,)' ,.3 • A , I AP) .1 'a 1I 1 ..J A \` , .t \. .. — ,. .*- - / - ..t AS f \ :iA A, ' � , j . — / A C _,, \ : M474,;:f A is e�,vn ,fi [. 3 •-1 a CU,.... - _ . t.... w r. g !!!!! 2 g 2 `S URVEY SHtl:t Note light standard for type, shape and color only. Manufacturer may vary. • ATTACHMENT F Finish Options' SUFFIX ABLK —Anodized Black (simulated DUBK) ABZL — Anodized Light Bronze (DU311 color) ABZM — Anodized Medium Bronze (DU312 color) ABZD — Anodized Dark Bronze (DU313 color) DU311 — Duranodic Light Bronze DU312 — Duranodic Medium Bronze S DU313 — Duranodic Dark Bronze DUBK —Duranodic Black EP — Enamel Paint — Specify Color 1111 W um•n Y•4 C••p'•M 1 ATTACHMENT G Options OP Opal potycarbonate lens LEX Clear polycarbonate lens GR Anodized gold reflector •See Back Page for Description of Finsihes. •••+'• a.•00 +4 Pn N•• M. 10O0.a11.0 10 C3•or µ•! • t 11.1n An •Il4l I A +M— AEAOIIN— • • r111I J.L •:'1. ,00.1.1"aI yam•II.O•gNCco.o• KIDDE L. -00 Paseo Square Bollard 6 • • I —. Walk Lights Enclosed and Gasketed v :d•' l:SC IL . Y. _.•.C:! . : L 1 • • .'{• =•. • ! t • • • • • • DEVINE LIGH Sllb ,a,ary . t K ✓toe 1 1tc • Symmetrical Distribution CBS-100S-MV- 100 Watt Mercury Vapor C BS- 70S•HPS- 70 Watt High Pressure Sodium CBS-100S-HPS- 100 Watt High Pressure Sodium, CBS -150S -HPS- 150 Watt High Pressure Sodium Directional Distribution CBS-1000-MV- 100 Watt Mercury Vapor CBS -70D -HPS- 70 Watt High Pressure Sodium CBS -100D -HPS- 100 Watt High Pressure Sodium CBS•1500 -HPS 150 Watt High Pressure Sodium Specify voltage /24i/ a,IU IiTw r?NEET•ItANSASCat VIVI Catalog Numbers LAMP 11161•jj� 78 Specifications HOUSING: Heavy -duty post and top cap constructed of extruded aluminum. Outer housing lifts off for ease of maintenance. Four tamper resistant screws securely lock the housing to the anchored base. LENS: Clear '1" thick acrylic bonded to housing with silicone sealant. The sealant allows for differential expansion while maintaining a permanent bond, and providing a weathertight. bugfree and dust -tight enclosure. REFLECTOR: Specular aluminum, optically designed for low brightness distribution. CAMP: (by others) See chart. BALLAST: Mercury vapor C.W.A.- H.P.F. High pressure sodium regulated H.P.F. MOUNTING: Sturdy cast aluminum base with four 3 i." diameter by 12" long anchor bolts on a 41" diameter bolt circle. FINISH: Painted satin aluminum (standard). TYPE g,tZSIC : tT d t e *,g+„ gF I,c.4 i t, g f !' , V.Wosz v pash - A e. At , .wcwz , o...l.vmw. , .vie. - ..t , .... , twsz..wttkrat . e.oa , Dgvcrzr.mira.9W , rgt.nt.%rxtLWRVMIVel:A'AV:r4:VK'ZiriiWV.Va:ir.rinSn.;P,.'Z.VZPrr.,Z(W A ttcV,*r•SIV.A.c,em:.ftnapA ATTACHMENT H a KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWILA . WASHINGTON I I •Sf Sul SORT III•••• OPo• arcked Lolol «1,3 - Wei MO VW. lark • Met EnvIroomod Or' . p• co' - - 9T1 ..11.4 • -11% " Ili 2 Emig 1 • gilanosed Men ............ "••• p,.......... . ,,-......1.-.1. / • . • ...." - - . :- 1 ‘ , . -.'" " - '.- ExIathel 'Mot 11 4 : .,• ,'"*... / ..,... edgily, Cab Col / ' fi . N 7 / it' r ' * ric"."1114Pia""YEawlentUne 111"6" / I ' 1 I i ORAP4AGE e•••••• • • ••••• - ExisS.• Troop To Go Poomod (2) 23104 Tons To So ProWvod • sr t L. • - to' unty groom* &Noway Mks Now* 6 21•11.• -4— \ 1 ' 171; 10 1987 CU'( ItjtOt.sl_A p 11;1 TABULATION Sae Ana ± 587,529 Bldg. Area 7 ± 51.72S U. • ± 50.445 ▪ 50.435 10± 51.725 Total 204456 S.F. Sae Cottage ±17.0% Gross Coverage ±36.0% Parking award At sib Compoel 235 Houlltop 12 Sib Total 901 1/226 SF. MAO .1.01 •••:.•■■•••••••••• ■•••••T 0 ,,,,,, •••••••••••• et ••••• •••••••• ■•••• ••••• •••• vets - 1••••• ***** ...ha. . we. writ • Dity "tot., l•••••••1“, 8.•••••■ ••••••••. VW. •••••••■16 - PC.■•••1 - Amon Simmont - SP. NS Emma ■•• cr-f• •••“4.11•41 010,35onalkli Lone x 1 Mt, Plan A 2 Site • Ssetions A 3 Elevations A Elevations C 1 Survey Landscape Plan Tap Of SITE PLAN / • • Warm Oral rosasoud TUKWLA WASHINGTON KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER PHASE III 1pn hoc • 1.1171.171 CO SITE PLAN a IP IMP VI la Or ▪ ••• ,0•• A-1 Length 33 1/4" Width 22 1 /4" Height 10 1/16" ARE! Width 22 3/4" Width 16 3/4" Height 8 1/8" /PF BOTTOM VIEW Poles cc Sjvire AIIIMI..m SAB 8' to 20' Slurs Decorative Aluminum CMK•IV 8' to 18' CMK•VI 20' to 30' O.uud Tapered Aluml..w RTAI. 20' to 35' (light duty) RTAH 20' to 35' (heavy duty) Jove Steer) SUB 4" 12' to 24' SUB 5" 20' to 32' SUB 6" 24' to 39' re (q �►t , qur. Tq.rml Steel (8" taper to 3t4 ") SIB 12' to 39' Sq..rs Tapered Weed WPT 10' to 30' Il.ct..S.Iar W«/ WPR 10' to 30' WPC 10' t0 30' Section A -1 Page 97 s lia . Milil miltil INLA MIL i I , ' 1 ,_- --- - I 1 i mmig - OW l = • _ 1 MIALS. MEM =MK F" l'0 1 i _ -- - 3 2 / 0 1. 2 2. 4 3 o a r , S 1 1.75 2 2.75 3 4 • 5 0 0 2 2.25 3 3.75 4 5 e Longitudinal distance In units of mounting heights 7 2 2.25 3 3.75 4 5 Longitudinal distance In unite of mounting heights 7 175 Watt Metallic Halide ARL-11 Horizontal Isolux IES Type III Values based on 14 foot mounting height. Correction Factors For Other Mounting Het hts Catalog No. ARL -II -MH -175 (Type III) Number of Fixtures: One Lamp: One M -175, rated 13,200 lumens, horizontal. Classification: IES Type III, Medium Cutoff. Isolux lines of horizontal footcandles x Candlepower peak location Half peak candlepower trace r su Sodium ARL -II Horizontal Isolux IES Type III Values based on 12 foot mounting height. Correction Factors For Other Mounting Heights Catalog No. ARL- II -HPS -250 (Type III) Number of Fixtures: One Lamp: One LU -250, rated 25,500 lumens, horizontal. Classification: IES Type Ill, Medium Cutoff. Isolux lines of horizontal footcandles x Candlepower peak location Half peak candlepower trace 17 5 17 5• .6 1D 14• 14' 105 2.0 30 10 5' 00 ISOFOOTCANDLE CUlt% CBS BOLLARDS 3 5' 3.5 0 100 V12.O 3 5' 3 5' 7 10 5 11111111 11111111111M111111 ENE EN -gm IPPR- 10 5' 0 ULM IA 3 5' 7 10.5' 17.5' 10.5' 14' 17.5' 100W MERCURY VAPOR Lamp Type: H3LIA100/0X Lumens: 4200 . 100W HIGH PRESSURE SODIUM Lamp Type: LU100 Lumens: 9500 To Convert to 70W High Pressure Sodium with LU70 Lamp Multiply by 150W HIGH PRESSURE SODIUM Lamp Type: LU150/55 Lumen= 16000 DEVINE LIGHTING _ Subs•cliary ol kidde. Inc. KIDDE 4 4 4 s EAST I I Ts sTREE744ANSAS Car wriSSouoti 44127 tele) MOM° Side Pole Mounting 400 watt mercury vapor AL -8 " -S Single 8" arm AL -12 " -S Single 12" arm AL -18 " -S Single 18" arm Box Bracket Mounting 400 watt high pressure sodium ARL -i -B Single to quad. box bracket ARL -II -B Single to quad. box bracket Wall Mounting ARL -II -MH -250 AL -4 " -WL Single 4" arm AL -8 " -WL Single 8" arm AL- 12 " -WL _ Single 12" arm ARL -I -MV -400 400 watt mercury vapor ARL -I -MV -1000 1000 watt mercury vapor ARL -I -MH -400 400 watt metallic halide ARL -I -MH -1000 1000 watt metallic halide ARL -I -HPS -400 400 watt high pressure sodium ARL -I -HPS -1000 1000 watt high pressure sodium ARL -II -MH -175 Triple 18" arms 175 watt metallic halide ARL -II -MH -250 TAL -18 " -O 250 watt metallic halide • Double 12" arms 400 watt metallic halide ARL- II- HPS•100 ARL -II -MV -100 100 watt mercury vapor ARL -II -MV -175 TAL -18 " -S 175 watt mercury vapor ARL -II -MV -250 , Double 12" arms 250 watt mercury vapor ARL- II- MV-400 TAL -12 " -T 400 watt mercury vapor ARL -II -MH -175 Triple 18" arms 175 watt metallic halide ARL -II -MH -250 TAL -18 " -O 250 watt metallic halide ARL -II -MH -400 Double 12" arms 400 watt metallic halide ARL- II- HPS•100 100 watt high pressure sodium ,�►RL,II att high pressure sodium ARL -II- HPS -250 250 watt high pressure, sodium A L -II- PS wa ig pre sure sodium Tenon Type Mounting TAL -12 " -S Single 12" arm TAL -18 " -S Single 18" arm TAL -12 " -D , Double 12" arms TAL -18 " -D Double 18" arms TAL -12 " -T Triple 12" arms TAL -18 " -T Triple 18" arms TAL -12 "-0 Quad. 12" arms TAL -18 " -O Ouad. 18" arms TAL -12 " -N Double 12" arms TAL -18 " -N Double 18" arms Wood Pole Mounting WOL -4 " -S . Single 4" arm WOL -8 " -S Single 8" arm WOL -12 " -S Single 12" arm WOL -4 " -D Double 4" arms WOL -8 " -D Double 8" arms WOL -12 " -D Double 12" arms ARL -I ARL -II N � Ordering Information Mounting Arrangements Lighting Distribution — Type II and Type III Section A -1 Page 96 T Example for ordering fixture: ARL -II -MY -400 (Type II) •roe`.}.S:t: t�,C'sl.. t...s r n: 1' i. ui?.(.::., F;. 3t: ..i.,J. +,�Sti.�w.,tr,....s...�i 4: �....t........, ....,......N :U> �:.. ...�.'•14�f.'._.,.. t C These controlled large area floodlights are for Illuminating large exterior ground areas around big complexes such as special events centers, sports arenas, shopping malls, coun- try clubs, etc. The fixtures provide an even distribution of non -glare light within a con- Product Features O Fixture Body Extruded aluminum body with die - formed top pan. Minimum thickness is .064' Full length extruded aluminum hinge. Corners are continuous welded and ground smooth. After primer coat, finish is electrostatic spray baked enamel. Standard colors are lava black or Aztec bronze. Other colors and anodizing available on request. © Lens O Ballast . 0 Lamps ARL -I O Heat Barrier 0 Bracket .x +. ..�:. .�..y ......:.e:.•r ,ri ;'t.r;;IR1'fi ef}ry:,,— .;,>s Y,.;A;'�t!�f; .gym .�.c ^c. t. nn�•a r:w ..ry!+_.;• .F' ,1�/:: tar: � +a�ln:.... a _r, 4u•_iY,.......,:..`%3e °.+r.4u.i!,:.... ..�.. -e: .x't'.: r . trolled light distribution area. At the perimeter of the Illuminated area, light Is sharply cut -off similar to a wall of light against darkness, virtually eliminating polluting light or spill light. Both ARL -I and -II fixtures are approved for ANSI Types II and III distributions. All are flat, clear tempered glass. Exclusive extruded polyvinylchloride and high temperature silicone gaskets around entire lens assembly Insure posi- tive protection against moisture, dust and bugs. © Reflector Preformed specular aluminum, step type. Reflector set to achieve IES Types II and III cutoff. Insures long life of ballast. Mercury vapor ballast — constant wattage autotransformer. Reliable start- ing to -20 °. Metallic halide ballast — autostabilized circuit with peak to RMS voltage. Reliable starting to -20'. High pressure sodium — minimum power factor to 90 %. Reliable starting to -20'. All popular voltages available. All ballast packs are removed as a single unit. Lampholder Glazed porcelain "Grip -Tice" lampholder. Screw shell is nickel plated to prevent lamp from oxidizing and freezing to lampholder base. Center contact is heat treated beryllium copper alloy. 400 watt and 1000 watt mercury vapor 400 watt and 1000 watt metallic halide 400 watt and 1000 watt high pressure sodium ARL -II 100, 175, 250, and 400 watt mercury vapor 175, 250 and 400 watt metallic halide 100, 150, 250 and 400 watt high pressure sodium For pole mounting 8 ", 12 ", 18" lengths. For wall mounting 4 ", 8 ", 12" lengths. Swr_finn' A ..1 Din. OS dCU }rig: iz '3gg. tL�azalgg "' v Tiui I:e MEMORANDUM Architecture and Planning (.runs x PprrnPrr,y Nor thwrxl Inc. P' )yc'o A Borg A I A 112 / 1 , ..., VIA 7H +01 I„ /») `,N.1 8(1 .11) TO: Jerry Kirkpatrick Bedford Properties 3470 Mt. Diablo Blvd., #200 Lafayette, CA 94549 SUBJECT: Design Review Progress Per our telephone conversation with Moira Carr - Bradshaw, Tukwila Planner, on August 7, 1987, the progress of our design review submittal is as follows: - Departmental review of submittal in progress. - Additional landscaping between the parking area and the river will be required as a condition to the design review approval. City to address requirements within the final report. - Revise and resubmit river sectional drawing to show 100 year flood plain at 13.2 Elevation (not originally required). - The City will ask for a 30' river trail easement starting from the 40' River Environment Line towards the river. The city will continue effort to establish King County maintenance road requirements and to incorporate it with the river trail. - Color scheme /range review may take place during design review or become a condition to the design approval. - Planning recommends review of pedestrian circulation at the interior parking area. Recommended revisions forth - coming. Please call if there are any questions. BY: Y. Ken K. Chin cc: Joe Laymen Moi ra Carr-Bradshaw Randy Blair f.L1 G 10 1987 L i \'O - 1 th v ILA hl.ANNIr.NC DAfi€ - -- August'-I0, 1987 PROJECT: Gateway Corporate Center PROJECT NO: NW 87016 Gary Thornton Royce Berg ITZLVFM MP �: :. 3 -280- 0901 -17 7/29/87 (F WC) GATEWAY CORPORATE CENTER PHASE III • All that certain real property situate in the City of Tukwila, County of King, State of Washington, being a portion of Lots 3 and 4 as shown on the Short Subdivision of Gateway Corporate Center (85- 32 -SS) recorded in Book 52 of Surveys at page 113, King County records, under A.F. #18611179001, and being more particularly described as follows: BEGINNING at the most easterly corner of said Lot 4; thence from said POINT OF BEGINNING along the southeasterly line of said Lot 4 S41 °46'16 "W 424.58 feet; thence from a tangent that bears N28 °15'14 "E, along the arc of a curve to the left having a radius of 180.50 feet, and a central angle of 76 °28'58 ", an arc length of 240.94 feet; thence tangent to the preceding curve N48 °13'44 "W 250.43 feet; thence tangent to the preceding course along the arc of a curve to the left having a radius of 180.50 feet and a central angle of 51 °50'25 ", an arc length of 163.31 feet; thence non - tangent to the preceding curve N29 °27'14 "W 287.51 feet; thence N0 °41'14 "W 411.57 feet to the mean high water line of the Duwamish River; thence easterly, southeasterly and southerly along said mean high water line to the POINT OF BEGINNING. . • • <(e • • s �� S • • „ooa� t v • ikt CITY OF TUKWILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM 4E W.M., IN TUKWILA, KING COUNTY, WASHINGTON. Current Use - Vacant Lot a). PROPOSED USE OF PROPERTY: 4 buildings for office and R & D BEGIN Fall 1987 I) GENERAL LOCATION OF PROPOSED PROJECT: NE of Interurban Ave. S & SW of the Duwamish River, NW of I -5 & 48th Ave. S. (Lot 4 of Short Plat No. 85- 32r+SS (22.30 AC) ) WITHIN SE (1/4 SEC.) OF SECTION 10 & 15 OF TOWNSH I P 23 N . , RANGE 2) NAME OF WATER AREA AND /OR WETLANDS WITHIN WHICH DEVELOPMENT IS PROPOSED: Duwamish River (Green River) 3) CURRENT USE OF THE PROPERTY WITH EXISTING IMPROVEMENTS: Zoned as M -1 District 5) TOTAL CONSTRUCTION COST AND FAIR MARKET VALUE OF PROPOSED PROJECT INCLUDING ADDITIONAL DEVELOPMENTS CONTEMPLATED BUT NOT INCLUDED IN THIS APPLICATION: Estimated $7,000,000.00 6) CONSTRUCTION DATES (MONTH AND YEAR) FOR WHICH THIS PERMIT IS REQUESTED: COMPLETE Spring 1988 TO BE COMPLETED BY LOCAL OFFICIAL: 7) DESCRIPTION OF THE EXISTING SHORELINE: 8) APPROXIMATE LOCATION AND NUMBER OF EXISTING AND POTENTIAL DWELLING UNITS THAT WILL HAVE A VIEW OBSTRUCTED BY ANY PROPOSED STRUCTURE EXCEEDING 35 FEET IN HEIGHT. '. �iS*�3�';2'F YLkt 11 £fr3i it Xi'wtrY : �. 1�t ;,'�r,�.�� e� .ril :� g: ^. ear y ���..':?.��� Sry Y. iS' rJtt�gYvr4.:. J�d��i� :�.a��4'��s�.'Gtdttid.�Mi�.i e Kaiser Gateway Associates Gateway Corporate Center Phase III NW 87016 LEGAL DESCRIPTION ti mumvammum THAT PORTION OF LOT 4 OF GATEWAY CORPORATE CENTER, TUKWILA SHORT PLAT NO. 85 -32 -SS RECORDED IN BOOK 52 OF SURVEY AT PAGE 113, UNDER A.F. NO. 8611179001, LYING NORTHEASTERLY OF THE 61' ROADWAY SHOWN THEREON. ,T.H c C, w In 122ND _ in I I ST is FOSTER Ll8 H.S. I JR HS S 144TH G 1 F. S. ua Nur U) 5 S JUNIPEIT ST 1.- S 126TH Site Plan 300' (I) • a S ZSTI OE ADJACENT PROPERTY OWNERS EXHIBIT CITY OF TUKWILA Central Permit System MASTER LAND DEVELOPMENT APPLICATION FORM Control # File #(s) Fee(s) $ Receipt # _. O PLEASE WRITE LEGIBLY OR TYPE ALL REQUESTED INFORMATION -- INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED FOR PROCESSING. SECTION I: GENERAL DATA NOTE: Reference Tukwila File No.. EPIC - 258 -85 for SEPA Checklist �, p1� TYPE OF APPLICATION: 0 BS 0 s P tl� SUBDIVISION ®SHORELINE Q PRO Q PMUD PERMIT 0 CONDITIONAL USE/ CO3PERATI VE PARKING QUNCLASS. D VAR I ANCE C C OF Q AMEN PLAN USE ZONING AMENDMENT Gerald Kirkpatrick, Kaiser Gateway Associates 1) APPLICANT: NAME Agents: LPN Architects TELEPHONE (206 ) 583 -8030 ADDRESS 1127 Pine Street, Suite 300, Seattle, Washingtonr,P 98101 SECTION II: PROJECT INFORMATION 6 PROP. OWNER: NAME Kaiser Gateway Associates TELEPHONE (415 ) 283 -8262 ADDRESS 3470 Mt. Diablo Blvd., Lafayette, California ZIP 94549 PROJECT LOCATION: (STREET ADDRESS, GEOGRAPHIC, LOT /BLOCK) Lot 4 of Short Plat No. 85- 32 -SS. Section 10 and 15, T. 23N., R, 4E., W.M. DESCRIBE BRIEFLY THE PROJECT YOU PROPOSE 4 Two -story Tilt- up buildings for office and R & D uses. ANTICIPATED PERIOD OF CONSTRUCTION: FROM Fall 1987 TO Spring 1988 WILL PROJECT BE DEVELOPED IN PHASES? OYES ENO IF YES, DESCRIBE: PROJECT STATISTICS: A) ACREAGE OF PROJECT SITE: NET ±12.4 Ac. B) FLOORS OF CONSTRUCTION: TOTAL { FLOORS 2 C) SITE UTILIZATION: EXISTING PROPOSED NOTES ZONING DESIGNATION M -1 Office Use Permitted COMP. PLAN DESIGNATION Light Industrial BUILDING FOOTPRINT AREA N/A 0 ±101,699 SF0 LANDSCAPE AREA N/A 0 ±278,657 SFo PAVING AREA N/A 0 ±185,906 SFo TOTAL PARKING STALLS: - STANDARD SIZE None 621 - COMPACT SIZE 'None 268 29.7% IS THIS SITE DESIGNATED FOR SPECIAL CONSIDERATION ON THE CITY'S ENVIRONMENTAL BASE MAP? [J YES ONO (Shoreline Management Area) SECTION 111: APPLICANT'S AFFIDAVIT 1 , � c rat d L L. CAS. , BEING DULY SWORN, DECLARE THAT I AM THE CONTRACT PURCHASER OR OWNER OF THE PROPERTY INVOLVED IN THIS APPLICATION AND THAT THE FORE- GOING STATEMENTS AND ANSWERS HEREIN CONTAINED AND THE INFORMATION HEREWITH SUBMITTED ARE IN ALL RESPECTS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. , .SUBSCRIBED AND SWORN BEFORE ME THIS C ON.- DAY - HANDICAPPED SIZE Non 12 TOTAL LOADING SPACES Non ±4 AVER. SLOPE OF PARKING AREA N/A ±2 % Sloped to drain AVER. SLOPE OF SITE ±4% See Parkins Generally flat DATE 7 X ,cf�� �S 1 C iNATURE OF ( CONTRACT NOTARY PURL 1 r : I N AN THE STATE OF WASHINGTON RESIDING ATttk a lf INTERURBAN GROSS ±13 Ac. EASEMENTS -0.6 Ac. INCLUDES: 0 BASEMENT 0 MEZZANINE TOTAL (ROSS ±204,358 SFINCLUDES: 0 BASEMENT 0MEZZANINE FLOOR AREA ER OR OWNER m F 'ineft-.1)R 5ES moo: rnF 155-32- PIP 11 MG -258- 85 6A1EwP'I CoPoRAT C�J1ER PwPt5 1 Y4 EXISTIn k 9vvgM R'Re+n1 3fcKM R?AI,J Most HO Water Malt .•b T KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWILA WASHINGTON TCiz 1 cfwnJ _M.J HOLL north 120 1 401 • eot Mar ErnAronrnent Building • PHASE III DRAINAGE 1. twisting drainage outfalls at SE and NW sections of property. 2. 09/water 'operators to ba installed per City Standards. J. No on -site detention required per master drainage concept. Loma IOW ,`, 4. ASS on -site lighting will consist of pole moupted light fixtures of high pressure sod um with glare cutoffs and surface mounted fixtures glare cutoffs on support arms attached to . I 2. Walkway lighting at artry points will consist of high pressure'. sodium light bollard 3. Additional security 1 ghting will be provided by high pressure, sodium and incandesce down,lights in building soffits. 6 Exbling.Bukaiii 4tZ∎rA2fl i : Ctjttu^.,: sALwt '.:.ur''r%6:140Qt3ivir,vki.: 'i4,4 1 " j , ,.fi,.tia- k1kY ksiu h:iti4%N;W Iilij�I�I�IiIIIIIIIIIIIIIIII�IIIIIIIIIIII�I�PIIIIIIIIIIUI�I�I�UIIUJIUILIIII! I! liip IiIIIIUpIIIIIIgII�I�IIPIIIggII4�lIUlIIIIIIIIIplljll J +,•' 1 3 1 4 6 6 7 8 9 10 11 .... , 12 OE se ad 12 vL G2 Ya cLI LL CLEAR THAN THIS NOTICE, IT IS DUE T O I • IF THIS MICROFILMED DOCUMENT IS LE SS In THE QUALITY OF THE ORIGINAL DOCUMENT 1; e c o u n c e t .. O ....181141104 I I I II l II I II III II IILI III VIII IIIIRRliRll� Rliu�lll I Irll�,llll I111I�I�IIi� i 1 I ill I �� I ui l u �RI�� R �� :11111 II111111 llll 1114111111, . ....... ....... . .. ...... . .... L , ...... ..., w ..... . �,��..�' . ... ,.. ,. �.I _..,try }.:1 C � } I r ... 4 u3k..y....k.....•.., �..........,..�_ ,. . istrtg Tress To Be Removed (2) Existing Trani To Be Preserved, (typ) 07 gi'D TABULATION Site'Area ±567,529 - Bldg. Area 7 ± 51,728 S.F. 8 ± 50,448 S.F. a ± 50,488 S.F. 10± 51,728 S.F. Total ± 204,358 S.F. Site Coverge ±17,0% Gross Coverage ±36.0% Parking Standard 821 Stall Compact 288 Stalls Handicap 12 Stalls Total 901 1/228 S.F... PROJECT DESCRIPTION: Tilt -up concrete buildings for Office, Commerical, and R t D.Use. . 'VICINITY MAP ■ N 1�% Description of Surrounding Land Use within 1,000' of the project site:. 1 . - To the north across Duwamish River - Single Family Residences I King County Parks. - To the east - industrial, Retail, & Commerical. - To the south and. west - Distribution, Commerical, Business Park. • oitM GKAIIJ MN.N -k%I. - £ATtA 3►au eafrao_ 5l M DleAlN Mov.uol.G Storm Oatai Easansa WATSR w.We COY1 ft,t- - NPIr+*t- /M aL.Iua P.I.AV;l • AuSMVNLY Existing Curb5tidSwalydt Lawn alca - DMOU.J ` MgK1NdLG 57'0 Uf S" INDEX I :A -1 : Site Plan I A-2 Site Sections: 'A -3' Elevations A -4 Elevations Survey L - Landscape; 'Plait .. . JUL 10 1S87 icon NO o[SCRDTION DATE .I1'f JbM ITTiR.L. SITE PLAN I I JUL 10 198 CITY OF TUKWILA PLANNING DEPT. I TUKWILA WASHINGTON SITE SECTIONS 40' 60' Urban Enyronment 100' Low Impact Zone I High Impact Zone Proposed Grade Existing Grade Finish Floor 18.5' Building 7 10= Duwamish River Duwamish River Duwamish River Mean High Water Mark 10' 20= = 100' Year Floodplain 13.2' Mean High Water Mark 10' 1 20'- 100' Year Floodplain 13.2' 10 KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE • CENTER 40' River Zone 60' Urban Environment 100' Low knpact Zone Proposed Grade Existing Grade 200' 200' 40' 60' Urban En River Zone Low Impact, Zone Proposed Grade Existing Grade — ironment 100' Finish Floor 17.5' Building 9 Mean High Water Mark 10' 20- 100' Year Floodplain 13.2' PHASE III 200' High Impact Zone Finish Floor 18.5' High Impact Zone IF THIS MICROFILMED DOCUMENT IS LESSl CLEAR THAN THIS NOTICE, IT IS DUE T O 'THE IUALITY OLIME ORIGINAL _ DOCUMENT I e a c IMF nlinll llllillu`u i . ,J,..ulm Building 8 IIIIIIIIIIpII�IIIpIIUIIIIII�IIIIIIIIIII�IIIIIIIIIIIIIIIIIIUIIIIIIIIIIUiIL�IIlu 1µIliIII�IIIIII1111111111 N1�1! I! LI! 1! �11 J »�•�'»» 1 9 3 • 1 -4 S 6 7 \ 8 9 • 10 11 W+•.- 12 • 153 D6 I Z BC Li G GL bZ CZ! ZZ IZ_ • I n 0 hw�uli o N Structural Fill SECTION A Structural Fill SECTION B Structural Fill SECTION C rn 161 -' -t?R • OC W Z W V W H cc 0 a oc 0 v a NO DESCRIPTION DATE CITY CiuZ 1 TAB MOGIFI_p PK CATY 7.10 .87 8.10.8 SITE SECTIONS AUG 11 1987 JOB NO 87016 DATE 6 - 10 - 87 DRAWN SALA- CHECK Yi.•G SHEET NO OF A -2 .. bt(. YVi. al.( k.: r. LG] bSf:: ExC1 L"'> Q1FW3�'Oae7.'t1T; {?�jtjN$}L7yjj C7 I KAISER GATEWAY ASSOCIATES GATEWAY • CORPORATE CENTER TUKWILA WASHINGTON ELEVATIONS BLDGS 7 &10 z c;rrt;en 7TriZTIT=7.03PZIS "" '''''::' �i+ 1:i 13mi!W�vm .i ' ms 's ? ^r:��.::.;: .J r . R • YE " tLtiCeLut: . + i.� • -- �:'L.•i::y s:. ..�.a..• •=1=,`3 ..c:.a�:^.:-a .v.::;tr.::l���: } - • " `T' "' ".:�.r:). rJ.'tr s•Y�.:? =.m e;;.:._•���T =1 • t: s'.»,_r22:'..y w; t ' �.i:'r t:: :+� tL''Tt;;'rz• ^.' :u3 � G? ..;.1'1 `:_SF1' ,.:- ,_a "it:,..:;,`.K� ^rnrrLa•r �,.^.ezi..`a Z:::ii;.'' ",`a:, PHASE III ACC ENT COIIORR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L I I I! I,IAIIUI I I I I I I I I I I I I I I I I I l 111111 U III [I11I!U 11111111II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •' 1 7 3 4 5 6 7 1 8 9 10 11 .— 12 1 IF THIS MICROFILMED DOCUMENT IS LESS 1 I CLEAR THAN THIS NOTICE, IT IS DUE TO OE I1 es et cz uz GE vi CZ ' zz ,z ti THE SUALITY OF THE ORIGINAL DOCUMENT ,l e ' v c > c z .. 0 (J IIII I I ��II II IIIIIIIIIIIIII iiiiI�II III I ) II II - llI I I II IIIIIII I I I hi II IIhi II (IIIIIII (IIIIIII IIIIIIIIIIIIIIIIIIIIII d •" :s:.linin cu " '''' �i +'.:S l» 'i1 , MIT 1'a i.s Spac.Irame at Entry .. NORTHEAST ELEVATION North Elevation Bldg 7 ' NORTHWEST ELEVATION Fast ' Elevation Bldg 7 SOUTHWEST ELEVATION South Elevation Bldg 7 148' SOUTHEAST ELEVATION West Elevation Bldg 7 • Me i---t NO DESCRIPTION DATE CITY SUR,MIT'11►L ELEVATIONS BLDGS 7& 10 COLORS ;. JOB NO :87018 SHEET NO OF DATE 6 -10-8 DRAWN 9Lk/6r0 A-3. CHECK + YML ,,:.1 70.'R2a,Ai idYb+w+i'ticlf�j,Ut :l+, 0 KAISER GATEWAY ASSOCIATES H GATEWAY CORPORATE CENTER _ITV SufamirrA.L. 7.10.87 ELEVATIONS BLDGS 8 &9 MOM JUL 1019871 f ! ClfN 0. PLONDG DEPT. JOB NO.87016 SHEET NO OF DATE 6 -10-87 w DRAWN •r 4JL /CS A -4 , "- CHECK . `(}Y, vd n- mrc. +� aa.rrrsr_ ELEVATIONS BLDGS 8 &9 • assssl• n ■� 1111.011111111.1 KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWILA WASHINGTON I • ��I. �Iltw���� • �� � � UMW= 111111111111111111111•11 . L���,� ■I. !•I I� I .. II I aI II � � D J IB — �� -�-� I; lt. _...�_. E1 B l u t I - I 41 II ``' .� 1 rI 9eIL2aw� 1 i1 _ -- rmommet i III i 1 I i. 11, _ . _� ,r i w PHASE III Painted Tilt -up Concrete Panels Tinted Glass Space Frame at Entry NORTHEAST ELEVATION NORTHWEST ELEVATION 1 SOUTHWEST . ELEVATION Popupllpuplpipupopopopopolu 'P.p!!PPI!LI!pn11�p implUyuggflgllytlil!.I L qui luquillul�I�I�I�PI�I�I it 0 •m••� 1 3 4 ..... _ ,. 6 7., 8 9 10 11 12 IF THIS MICROFILMED DOCUMENT IS LESS . • • CLEAR THAN THIS NOTICE, IT IS DUE TO' oc oz , ee cz vz Gx vz xz M T HE sUALITY OF IHE OR OINAL DOCUMENT! e c u G v c z .. 0 U l i III Ilplpml®1111 i nd i I oluu i i , � a Ii11�i11 i iii iii �p li iii I mliu m Imil , f te .w ,714 ,#:% ;a`,44 'r SOUTHEAST ELEVATION JULIO IBM rrftr:s:XW:s,,;!�Aaictru+ �sTia I 1: AIWA wKr•b to Nee ha I414p•a • 1. Aunty te'• POP of 3 atehda WWI rintiove all p etc f b, aleq end twPtbitv. matter Irpr than 3 Inch.. • 7.'.Mr10i4NN a''oUNpmM*per end thiA'PIMINNAa wire FlNtn pPii u. • . ,M at In e1 rapt W pd. adv.', All peeing Pelf M N eentMmMla with. • • mittneekn OarYp and gsellaMnt tN Gamy Phan Weedy... C.n ' • I.; Th. cenir•c. Mall Ranh npnirtni .w.lbthllN aFloll eamP4a u.ppnb0{' kp .Mnnpeanatln to attN{., •�, . • L • Tepeoll Mall M it mli awnMnY{tt bU and apple Maw, with aPlim .o1 • 3O to f.3.. Re mp ended baa.,tW • aan r Ne..IJdk4 Farm 3ar ~, • I • 3. Tepaa la MwulWl M 15 a nd 31% `at. cr a &n .,fag.M R baps Mina. hm S.nlee� Wat tnbm No .. . . e. A IvtIllat' f • ` y • t lNitlt Sea. •peel /1M b onto t • PIMitN{ N 1 TIII W M.Nth a •rte • y , („ . I • 1. All r dlry NII r •01, Mk Mon I I.1N{ 31:1111 'iM / . S. NII M N t I.lIaMteepe 2rU a UW •me,1p. W tNM Ier, Wt { r Flt • •1~ tine eaM1 pp kaiM4{rr ;M MN n%1nIN•. f ;. I 1 ha lt 1.."1'", t w d 1 .1 rr MI p m 4 p o i iin{'•.. ♦... ,, t F«!•1!, r t t t • l i 1 } kit e t . 3 , TM Halm, t i wU un11d1 t • I 'b Nl .. b �4 0et ' toanY •- 11 aem.tle 11 bli M tWYr Pp bu111 r. ph cPads M �- eoepll . PP M PM • Y m tl< anx Ilex Ti. t.S Imp Nb�L M 1 P Mlaul ap p•cMCa.4indt.H7P Mm. :i1• KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE r - CENTER TUKWILA WASHINGTON ` WIL EY &HAM . • • PNWNFFAINO AND PIANNINO NFIMI .H fNY.lr.emrw• WprwMmras • Rarpmalw. north 120' 1 401 801 IHIIIUIIUIIUIUIIIIIIIpI III! IllI MIlUpl(I gqIIIIIUpIIIIIIIiUIl1MIIIIIUIIIgHililIPI 3 4 5 6 7 _A_ 8_ 9 10 11 ..... 12 !IF THIS MICROFILMED DOCUMENT IS LESS 1 (CLEAR THAN THIS NOTICE, IT IS DUE TOI . • oe dE Re LE yr GL ei C 7 tE OTHE QUALITY OF THE ORIGINAL DOCUMENT),'_. c G G e a 1 .w0 lltIII @�JIIIl1U 1 411$1 I I III p 1IIIi p ill* I II; I I V u I I m1I,(Ilmiliiidmdmilnullamllmi ul ��I i ml nl lii I I� i�� h 11 d #11 (Boil mIIml II u 10111 II 11mduii1ul111181 anti aNdddLama. p rkIRa / ',e ar, 7ypleaiPSl ltlnp'A Ad)o1Mna Oatiw.y DO*, •7' V� PIant. Ll!t • poTANICA1 HAM • 133 Amur mei% • Aar Rubrurn Quotas Rube :Matron AarlloUe .' . >t DRCIOIIOW ACC/NT TRIM Cana Nuttall . Aar Rabin Aemexong . C• 1dlpplh� 0•penciao OI.dIW.TTYan .TMrmI Annus Ann CU Umtata ,.k aVRCItitH I • itOlgettUp MmWMI. . PNa Cta ,l ►Inn SN ' c2;9 . I9003MRIRL ■ Viburnum Darla( I LaunatInus Vibernum a(A i ' •O Luuik h •athotoandIen tang. COMMON Do4SY.FN. • Stench PN. . Stench P•e • IR7.•hl' • 1{• -0•ht 1{tN•ht ( RI /vl lef pM • Rhadod.ntr • Monads Venial amulet CAInese PMtkk • Ir -01•ht ) •14 <h) C , 3)poile/GTRP33 to, rte SAl , 1 . Am. Rub. : •) ' , Red Alder N) PopWuTel .V. . BHP Cottonwood (CTNVO,' ( 'Apr aophillum • `. Olgial M•pk (M) • : Aar CleaWtum vine Maple (V.M.) ( If R @ARRW TRQS O'R0F03aci : I •.. Neph/ hxn • Ace M I I Maple . : IR• al• •:• Panne Lace , European AN. . IK at. • cROUNOCOViat AND, LOa 3NRUM. anyl,Alrr iI d I. {kb, ' p pet. MNMrrtt•• wtMManer ' w,.Maner Demmer' ;1 SM. I wll 11 d : 1 1 u$ • IM.dINr With.) . Heather M.dlteri.n..n pl. '. • C I l . ' HeatheHeather r TI/ . I p Wien l. . . t • \, Canal vdprY Virew • Heather Vlrelil I S.I . Industrial Red Maple M cal..: Red Oek - r.7. nlr.• Landon Plwt,.. , , N• .l• • Pa411e ie .eed • . M-IO AM' Ammon' II Red Mips. . r -r al. Fler.II.D i.. d r -(PAM' , KatKee r.rw..'. Tatenl• Honey Leant S SM on tl/• PI .nrIn3 Chatty .. MM�uu �4At: M•R 01W1 YYurnuen • ' Iin..{ Vlbuinurn TNa ' • ISM..] pl. Pea Loaken l• 1 • Unique Rhed.Mren • ala/VIat • ►3M 074' JUL S O 1987 cc O NO • OEECIM TION ' ' i• DATE . citi^( _LIeMrr L. T_12.157 • DSCAP.E,\ RINMEIWNDI JUL 1.0 19871 cif; OF n:1∎ , 'LA Pleat or'•T•.. . JOS NO•87010 SHEET NO OF,.. DATE • CHICK' .. I STORMORAI WN110L LE, 6,63.24 6E STORM ORAlt1 MANHOLE LE, 7,90 .15,4E I {.7.39 -24 NW SWAM DRAIN MANHOLE IE. 0.24 -IS SW IE e00.16'NW 1 114 114 111 11111 411111 114141 411111 1111114 111j111 4 1119 1 M1 1 I!wwpl 111pll IIHliP011ip 1111101111111 111111 lgilgi 1111111 I I I I 1 I I I 1 I I I I I I I 1 7 •M��K+ 1 2 3' 4 . 5 6 7 k 8 9 10 11 12 IF THIS MICROFILMED DOCUMENT IS LESS IP CLEAR THAN THIS NOTICE, IT IS DUE TO I DE ez ee Az 92 9z b2 C21 22 12 ; I UALITY OF THE ORIGINAL DOCUMENT e 0 L 9 9 0 2 z 1 .. D lunl1u1�1nii iiilun�nuI ii�uil4 1 1 I 1 I III 11111 I Elfin 1114�1g4n�41� fj 14lIILI411141r414 111 411141u111111 111 4u14111u h4111114u m h41 ulin �4mluNl STVS(NOT FOUND)R - 'M Oi; 5 - EIEMTIONSRYPI ✓ N 48•13'44'' ..260.43'. FACE OF COSS +5 9 STORM DRAIN MANHOLE IC. 6.12 -36 "NE S SW I MSTNSW : 43 \ . � WATER LINE \/I 0. . 12 +W' \ II VALVES 402 .03- NaF -117 09,32 MUM JUL. 10 1987 CITY OF TUKN_iLA PLANNING DEPT. 0 • SCALE PHAOE 3 NTLAR.PLOT - 1905120.IOIPF, 25009 Kt KAISER GATEWAY ASSOCIATES a GATEWAY CORPORATE CENTER ai+Nen iaeairbldxJ 441-87. SITE PLAN; r IPIi�(�IzRRMMM[� 1SEP 23 1997 / CITY OF TUI:w,LA PLANNING GRPT. 8EP 23 Ng Joe NO18701 a SHEET No OF DATE . a7 ' .1 DRAWN 'FAuL /4. , :: . ;:3 CHECK 11e615 252' reri rec 88' g ..:./: I I I I I I I I I 164' _ r - - 1 1+1o11UM6t T CIC+I.I • .. wtZa G L c . Coll Te'' � —J Id UTILrt' EPGiE l 1r filt TII S 1 294 River Environment i^zie.4106 STogM TrpAN ours; • • /� KAISER GATEWAY ASSOCIATES GATEWAY . ' CORPORATE CENTER • TUKWILA WASHINGTON (GYM b2LTYP) E• - IYD4+sM7 • north 120 1. 401 8O( • lpn �� ._ y -------- --- - - - • ., t9 2 Existing Building PHASE III • • IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111ITIII1111111111111I1111 !LillUMII1III111IIIIIIIIIIIIIIIlllI111Iu PIll1IIIIIIIIIIIlI1111II1I D •M'�•w 1 7 3 .4 5 6 7 8 9 l IF THIS MICROFILMED DOCUMENT IS LESS I a CLEAR THAN THIS NOTICE, IT IS DUE TO ' , . oe Be •Z u 'I z , sz 9e Czl ez a THE QUALITY OF THE ORIGINAL DOCUMENT, . e c ,�.�II{�IIIIJ0lJJJJI W I R I II I 1 riil@punhl 1'11(, 111(hlllll III IIIIIIIIIIIIIidilli JpAt 1 nl ii n l�iil 11 ales iIi ,1 i i i DRAINAGE • Top of Bank Mean High Water Mark (10 Feet) 100 Year F)oodplaln (13.2 Feat) 2 Ends - TkIC., SEES 6E Ft - ImeiV D 6 JG- - i - 'O' P�E�• O�iassp1/EI7 • 6 Existing Buildkng 1. Existing drainage outfalls at SE and NW sections of property. 2. 011 /water separators to be installed per City Standards. 3. No on -site detention required per master drainage concept. LIGHTING TABULATION Site Area Building Aria Sits Coverage Gross Coverage Parking standard compact handicapped total 1. All on -site lighting will consist of pole mounted light fixtures of high pressure sodium with glare cutoffs and surface mounted fixtures with glare cutoffs on support arms attached to . buildings. • 2. Walkway lighting at entry points will consist of high pnssun • sodium light bollards. 3. Additional security lighting will be provided by high prteeun , sodium and incandescent down)ights In building soffits. 1111111 VIII I IIII'IIIi11 10 11 —••'— 12 s v c z • •p :III it l 1111111111 11 1 11144 1 A 1 ,014 . 1.11-. ?h ti r d.°k 1 567,529 S.F.-'' (±1 3 Acres) 1 213,116 S.F, Dy .. 3'S ±18.7% /`` 137.8% • 1808 Stalls 464 Stalls ( ±30 %) ± 12 Stalls ±884 Stalls (1/241 S.F.) PROJECT DESCRIPTION: Tilt -up concrete buildings for Office, Commerical, end R i 0 Use. , VICNN TY MAP • Description of Surrounding Lend Use within 1,000' of the project site: - To the north across Duwrmish River - Single Family Residences t King County Parks. - To the east - Industrial, Retail, i Commerical. - To the south and west - Distribution, Commerical, Business Park. 1415TIkiG co roafri p140.. Ou'rr -A. L Access Easement Stone Outfal Easement i wAT• VP.LVE(5`(P L 7YP.) .... W A " 1 = ( . L I I • J E 3 V V or-f- '81vR`i1 p1 11-1 M0e1 CSyhrlito.. TyR) El/15Tt C.UIip , 510EWALK � i.AWJ mF T1 -s -1R •4; — — ELEVATIONS BLDG 7 alrlit11111171 KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER TUKWILA WASHINGTON stionewmull111 11111■11111■11111111 ;• Fra cm is 04E6 JtJ tt3 fl 11 JNI11111■1■1 11111111•■•1111111111111111111=111•111 E/E.41 FACIDEINIFAM :71'12111 1 El OECD tIENDIIN I INA eel n issimmi • lpn PHASE HI Space Frame at Entry • 2,2?.',4r.Mli..,..,.. VX./ti. .4,,,,,O.P.,1',...'1,, ..10"".°''''''''°1'1 ll'.6'''I'' • 'r I I 1 01411401 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 I VIIIIIYI I III I P I 0 ."..... 1 3 4 ... , 5 . 6 7 y, 8 9 • 10 1 IF THIS MICROFILMED DOCUMENT IS LESS 1 _ i CLEAR THAN THIS NOTICE, IT IS DUE TO , ■•,„, ,, ,i.- — ,, ...,,,,,,,,,,,,,,,,,,„,••:,....,-, -,, •,- --, -.-.,c-- -, __!, , THE IUALITY OF THE.DRIGINAL DOCUMENTI:_a a Rig= IlFril iibityrini - 11 II -........,:...',.,.... h . 4..4 ' ,'Sfi... ..t. ...L. ad 42 GC GC ■PC 3 Ct1 CZ e ", 0 " 0•- `,%Wc -1-1-.*---% ,%.. - ' " • • •.,••• NORTH .ELEVATION RIVER SIDE ELEVATION EAST ELEVATION; I SOUTH ELEVATION WEST ELEVATION -,,••• • n'1F 71-13-DK N fr NO DESCRIPTION DATE GiTI IJCPM aw1 e1Q- Ra-IG101 1-10-67 ELEVATIONS BLDG 7 • 1 lEp_ 23 1987j cry OF TUKV.LA PLANNING (PT. SEP 23 1987 JOB mo67016 DATE 201114 DRAWN CHECK TUKWILA WASHINGTON ■ X11_ 1 � I ■ -� 11— _� —• KAISER GATEWAY ASSOCIATES GATEWAY CORPORATE CENTER .rte .fi■ 111M11111,11111111.11111111111Mr 1 @1vommi' I® tagagoo a 7 /Ny \ ®®■®I I G.• .. neigh OR ElIit� ► i — ® ® ® ■ i 1 Mil I >>■� Alma 11 =Na , . II 11/1'1. , •' "a1so1 I PHASE III SOUTHWEST ELEVATION - NORTHWEST ELEVATION 1111141 8111"1 1 1 1 !1 qULIIIIIlllliiiI IMIIIgIIIPI Ilpi lilglP1 O 1 3 4 S 6 7 B 9 10 11 aw 12 IF THIS MICROFILMED DOCUMENT IS LESS 1 CLEAR THAN THIS NOTICE, IT 1S DUE TO' oc OL BL LL " I �I� 111�� 1r GL 42 "I LL 1L THE QUALITY OF THE ORIGINAL DOCUMENT e 0 L. 0 0 0 L 1 ..0 III II 11 I I I .:. 1111 II l Iii III I �I�Iillll I I do III I I 111 111 111 I I II I I II HP I IIII II X11 1111111 ` Yil ' J'•` tk15�M'L X � • NO DESCRIPTION. DATE.,• o t Rev15 MIMONMQ IL SEP 23 12871 CITY OF TUKN:LA PLANNING L'iPT. JOB NO(S7O1f SHEET NO OF DATE 0`104 .F1;1 *t,.;; �c-- - DRAWN fiwJL ' •,,: . . � . CNECK! • (kC. r .. ti