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Permit 91-04-DR - SOUTHCENTER MALL - EXPANSION DESIGN REVIEW
This record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. 91-04-DR Southcenter Mall — Expansion Strander Boulevard & Andover Park West RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW 6 DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. 91-4-dr strander boulevard andover park west epic-11-91 southcenter mall expansion TO: Mr. Brad Graham DATE: April 22, 1993 TITLE: FROM: Denni Shefrin . COMPANY: LEO A DALY , TITLE: Associate Planner DEPARTMENT: DEPARTMENT: DCD CITY OF TUKWILA Department of Community Development FAX TRANSMITTAL FAX NUMBER: (206) 431-3665 W:i.x.:.;x:4:4:tv,;f44::;::.4:4•Z:44::::44,x«.N.::::.*:4;:;•::::4: • • • " •c.N.:44 , :krx; , x,x • • • N.:ax • • • • • •o: • ••cax •4 • • • • • • NUMBER OF PAGES TRANSMMED, INCL. THIS COVER SHEET: SENT BY (INITIALS): D F S FAX NO. CALLED: (602) 381-1456 SUBJECT: MERVYN'S - TUKWILA COMMENTS/MESSAGE: Dear Brad: Hope all is going well. It appears Mervyn s:has been quite successful since its opening. s,for-the Mervyn. ng a reasonable fij.e project. I have been asked to produce init Unfortunately, and at the cost of I have no copies of first renditi I would be grateful if you could has also been requested to presen the City's Design Review effort a If possible, I would appreciate d 'staff will present to Council thi understand if this turn-around ti reimburse you for overnight del Thank you. Feel free.to call me ial design maintaini ons of the • if you have any questions. • . • . • . • furnish the earlier designs. Staff t to our City Council products of nd Mervyn's is a superb example. rawings as quickly as possible as s upcoming Monday. I certainly me is too quick. The City could ery if this would help expedite. too. . • .4. ..... IF THIS COMMUNICATION IS NOT CLEARLY RECEIVED, PLEASE CALL: (206)431-3663 $ 464 bOo • . 4V.r , DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard. Tukwila WA 98188 Office: (206) 431-3670. DESIGN REVIEW NAME OF DEVELOPMENT: (:. - 1L6 )1%s2- DEVELOPMENT ADDRESS: CASH ASSIGNMENT SHALL BE REFUNDED BY MAILING TO: (please print) . CITY/STATE/ZIP C xeLli\ D , QN DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): E LE TT _- As the owner, or authorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ ($150% of value to complete work described above) and attach supporting doc ymentation for value of work. I will have this work carried out and call for a final Inspection by this date: ( 1 / z,)/ cm- ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authorize the City to go onto the property to carry out completion of the above deficiencies. I further agree to complete all work listed above prior to requesting inspection and release of these funds. SIGNED: 02zek, - SOO TITLE: AMOUNT: Q 1 CASH EC .ON SIGNED: THIS FUND IS AUT DEPARTMENT HEAD: D TO BE ACCEPTED. AtiioWa. CHECKED BY: NAME: 'M tL1i'y___ f n f` k ADDRESS: 2S42. 3j 332- C.).04E, 72 HOUR NOTIFICATION FOR INSPECTION AND RELEASE OF FUNDS DEVELOPER'S REPRESENTATIVE: AMOUNT: AUTHORIZED BY: >'A ..• QVC!`Y.V%9MOttON4Y >'M. M.<9.o/:YA4l ' FKV XWWUm4w '.VCNI.4n..!!!oi(!4W.M441.CWC X.n!•Yhv v:Vivc:a \VPWa» W.• M: WX: v% hk' wT: hV:•% RJCf ::•W.v:.!t wrMV?in :v.,v.....v :... CASH EQUIVALENT — LETTER AUTHORIZING RELEASE CASH CITY CHECK NO. 5 / O Upon completion through Section 2, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD City n Tukwila DEVELOPER'S PL )JECT WARRANTY REQUEST FORM W00-1gn . DATE: TEL. NO. 216) -1 • 4C:01 14) -CNFO thn • i (.), • c R All work identified in Section 1 of this form has now been completed and returned to department which authorized warranty. I hereby request inspection and release of my cash/cash equivalent. DATE: I have reviewed the above work and found it acceptable and therefore authorize the release of the above cash assignment. RELEASED THIS DATE: RELEASE[ Y:< DEPARTMENT: Upon completion of entire form, Finance personnel shall send copies to: — Developer — Finance Department — Permit Coordinator, DCD , FINANCE DEPT. OW13/90 City of Tukwila 6300 Southcenter Blvd. Tukwila, Washington 98188 Attn: Mr. Jack Pace Planning Department Dear Mr. Pace: Attachment cc: D. J. Salomone S. G. Moluse T. G. Novak R. Jakum S. Wilson, Pac -Tech .47 IPA, CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145-4122 FEDERAL EXPRESS 216-871 -4800 November 10, 1992 RECEIVED NOV 1 21992, COMMUNITY DEVELOPMENT RE: Southcenter Mali Expansion Site Improvements Please find attached check #004256 in the amount of $9,500.00 made payable to the City of Tukwila. This check shall serve as the City's security for the uncompleted sitework and "punch list" items on the Southcenter Mall Expansion project. The above security amount has been calculated as follows: Uncompleted Work Cost to Complete Sidewalk Adjacent Doubletree Inn $ 2,833.00 Landscaping $ 2,000.00 Miscellaneous Striping $ 500.00 City "Punch List" Items $ 1,000.00 (Public Works. Dept.) SUBTOTAL $ 6,333.00 50% FACTOR $ 3,167.00 TOTAL $ 9,500.00 The above noted work is scheduled to be completed by November 25, 1992. Upon completion of the work, it is my understanding that the City of Tukwila will return the above referenced check to this office. If you have any questions or comments, please do not hesitate to call. Sincerely, CENTER RIDGE DESIGN SERVICES, INC. filetivL Mark Constance CITY. OF TREASURER'S CHECK 6200 SOUTHCENTER BLVD. PH. 206 -433 -1800 TUKWILA, WA 98188 HANK • TUKWILA-ANDOVER PARK BRANCH 151 ANDOVER PARK E. P.O. BOY 99923 SEATTLE. WASHINGTON 99198 -0923 • U.S. BANK OF WASHINGTON. NATIONAL ASSOCIATION • CIT;f i F TUI 3 L8i" 1: L250001.051: 030? 0 nfl �. manaolr CITY OF TUKWILA 19 -10 30 m9 X1250 6318 Farr Oodaws- C•! C ; t t.; r rs —•s Az. m at. 6 -0t-Zt 31Va 301OtNI The Richard & David Jacobs Group Mr. Jack Pace City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Jack: At this time, The Jacobs Group and Southcenter Joint Venture are in the process of completing the Southcenter Mervyn's Expansion and will be requesting an Occupancy Permit on November 10, 1992. Although all project requirements and conditions of B.A.R. approval are now substantially complete a few minor items remain under construction. Those items include the following: 1. Sidewalk adjacent to the Doubletree Tree Hotel on Strander Blvd. 2. Curb ramps at the east and west side of the mall entrance adjacent to the Doubletree Hotel. 3. Additional landscaping as outlined in my October 21st correspondence to Denni Shefrin. 4. Miscellaneous parking lot striping. It is our intention to continue working toward completion of these outstanding items and to complete the required work prior to November 27, 1992. The purpose of this correspondence is to express, on behalf of The Jacobs Group and Southcenter Joint Venture, our agreement to complete the required site improvements outlined above prior to November 27, 1992. In the event that improvements are not completed by said date, Southcenter Joint Venture shall submit a bond equal to 150% of the estimated cost of above improvements. 25425 Center Ridge Road • Cleveland, Ohio 44145 -4122 Phone: 216 - 871 -4800 November 9, 1992 RE: Southcenter Mall Site Improvements /Occupancy Permit RECEIVED NOV 1 01992 COMMUNITY DEVELOPMENT Mr. Jack Pace November 9, 1992 Page 2 Jack, based on the substantial completion of required site improvements it is Imperative that we be permitted to obtain an Occupancy Permit at this time. Your approval of this agreement is greatly appreciated. /dmk cc: R. Jakum M. S. Constance R. Beeler, City of Tukwila, via fax Sincerely, TH RICHARD & DAVID JACOBS GROUP Stephe G. Moluse RECEIVED . NOV 1 01992 DEVELOPMENT RECEIV NO V 0 3 1992 COMM UNI DEVELOPMEN Ms. Denni Shefrin City of Tukwila Department of Planning 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Denni: Attachment cc: T. P. Schmitz, w /attach M. S. Constance, w /attach A TA, CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145 216 - 871 -4800 November 2, 1992 RE: Southcenter Mall Site Improvements On October 28th, I met with Greg Villanueava and Ross Heller to review the installation requirements of the Strander sidewalk proposed southwest of the Doubletree Hotel. During our meeting on -site, we agreed to the following: 1. The sidewalk will be installed in the location shown on the attached SK -1 drawing, revised 10/31/92. 2. Sidewalk will be 5' wide non - reinforced concrete. 3. No chain link fencing or rail will be required, however, a handicap accessible ramp will be installed where the sidewalk terminates into the Doubletree parking area. With regard to other site improvements required by the Board of Architectural Review, our site contractors have been given a final punch list of minor items to be completed. Those items, including the landscape modifications addressed in my October 21, 1992 correspondence will be finalized in the next few weeks. The project is now "substantially complete" in accordance with the requirements of BAR. At this time, we are requesting Planning Department approval and authorization to apply for an Occupancy Permit. Please do not hesitate to call if you have any questions, comments or require additional information. Your assistance throughout the construction phase of this project is greatly appreciated. Sincerely, CENTER RIDGE DESIGN SERVICES, INC. Stephe G. Moluse • FEDERAL EXPRESS • ( c� 7.� a '� :: >; ry x t . - :: ' ;:.s . .�TTM H^•1 -mil �.wt � WA .4 ae`1!• ia, r Y 1-V •1 - 64: C62 X 8'0£ X DOUBLE TREE INN 6'I£ X VIE X 6'I£ X 9'02 X S'I£ X 0£ X 0'0£ X Ms. Dennis Shefrin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Denni: Sri SIPAT CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145 216 -871 -4800 October 21, 1992 RE: Southcenter Mall Site Landscaping FEDERAL EXPRESS Attached for your review and approval is one (1) marked copy of Dwg. L -4, dated 7/25/91, illustrating the approved "Board of Architectural Review" (BAR) landscape concept. As we discussed by telephone on October 20th, this plan has been marked (red) to identify minor landscape items which were not installed because of site modifications required during construction. In addition, we are suggesting a new 5' sidewalk on the north side of Strander Blvd. in the vicinity of the Strander Blvd. - Southcenter Parkway intersection. The proposed sidewalk would be installed in lieu of the stairway shown southwest of the Double Tree Inn. (See attached SK -1) As an alternative to installing landscape materials in areas originally proposed, we suggest the City of Tukwila approve the plant material locations highlighted in green on the attached sheet. We believe the newly proposed locations provide improved screening and separation between mall activities and the public right -of -ways. We are also proposing additional plant material be installed to replace some existing landscape material which is not in keeping with the quality of the new landscape. As you have already noted, The Jacobs Group substantially increased the scope of landscape planting over that required by BAR. It is our belief that additional landscaping substantially improved the overall aesthetics of Southenter Mall. RECEIVED OCT 2 21992 COMMUNITY DEVELOPMENT Ms. Denni Shefrin October 21,1992 ,Page 2 Your early approval of the attached landscape modifications will allow us to quickly move forward to complete the landscape installation and avoid the requirement to bond the future installation of improvements. If at all possible, we would like to resolve these remaining minor issues by Friday, October 23rd. As always, your assistance is greatly appreciated. Sincerely, CENTER RIDGE DESIGN SERVICES, INC. /dmk Enclosures cc: T. P. Schmitz M. S. Constance Steph n G. Moluse Meet Line & Grade of existing Asphalt Walk. 0 SCALC_ 24. 4Iew 5' Wide Sidewalk •lei Xs' Existing__Cut 5' \ Extend Clair Scale 1" = 40' z z Link Fence / Exist. Chain Link Fence _ Location Proposed Stai LLJ LJ H Li m 0 0 RECEIVED OCT 2 2 1992 COMMUNITY DEVELOPMENT SK-1 Date:10/20/92 TO: FROM: DATE: SUBJECT: City of Tukwila Department of Community Development :34 (9/eolqz Steve Malouse Denni Shefrin October 20, 1992 Southcenter Mall MEMORANDUM John W. Rants, Mayor Rick Beeler, Director atla 05 iv V p e w& acki #10Z I1 l A 64/ ; r [ ,1 io f by oni`b /Nem (6,00 . /, 17a mow 11 )1MQ ljt /s -vJ16 tioh ; wat cliota0 ic 4 wl In response to your FAX and site plan modifications related to landscaping dated October 13, approved plans per BAR, and upon my October 19 side inspection, I have the following comments: As you are aware, the City, through its Design Review process, approved the project with additional landscaping to help reduce the level of nonconformity compared to today's design standards for projects of this type. To avoid returning to the Board of Architectural Review, the landscape plan shall be adhered to to the greatest extent possible including: 1. The walkway directly south of Penny's shall include both sidewalk and landscape strip. The amount of landscape materials originally approved could be reduced provided the 7 trees as approved, are planted throughout the length of the strip. You may consider tree grates which can be incorporated into the sidewalk rather than reducing the sidewalk width. 2. The two trees omitted within the parking area south of Mall Shops E & F must be installed according to the approved landscape plan. 3. The landscape area adjacent to the building wall south of Mall Shops E must also be installed in accordance with the approved landscape plan. 4. Installation of the pedestrian walkway adjacent to the Doubletree can occur subsequent to issuance of the Certificate of Occupancy (C.O.) provided you /the developer warranties incomplete improvements for 150% of the value of work to be completed (see warranty form enclosed). 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 Should you choose to warranty required improvements in order to obtain a C.O., a cost estimate must be provided. You do have the option of including landscaping as discussed above in the warranty agreement. A second inspection cannot occur until either all improvements are made or warranty funds are provided. Please notify me at (206) 431 -3663 to confirm receipt of this memo and how you wish to handle the issues outlined above. NJ � C 10/13/92. 11:35 2T216 892 2712 JACOBS- LSG'ENG STRANDER BOULEVARD • / JGET SOUND MUTUAL BANK POST OFFICE y »y TUK PUB WORKS Ij 002 EXISTNG LANDSCAPE TO F€MAN pkopetta:ttuo (talet&t,L- 411.111.1 4201.7 aft ANL Al. AIR Ari■ Ass. alle. icz,limaN ILI In 1E3, a • • " Nome 640114. 05. ) 22 LQ clAro4 - - - - - - • sr..., +1,..6C611,2 3 FLOOR LI MIMMENNO [ UNION] 76 41■11, grim doom mom immum 0 111.1016 6.1 "..." 1111M1"111011nrulme min 4111•111 mfallEMOM•■•••• The Richard & David Jacobs Group 25425 Center Ricite Road clevola04, Ohio 414-1 Phut 20-0/1-41500 0 0 0 rn 0 0 SITE LANDSCAPE IONNEw■IINPMENINIII /.11.MNII01.■ MEMNON 10/13/92 11:36 $216 892 2712 JACOBS- LSGANG » »» TUK PUB *iRiCS 41003 THE BON DEPT. STORE MALL SHOPS B MALL SHOPS E NOW • 41 0 1 k Q9 Pk ,V; 4 es L 1 1 1 1 e 0.1 Bc1V SVYY1 ONi9XB : • . ; • 1 INSPECTION RECORD Retain a copy with permit BUILDING DIVISION Blvd., #100, Tukwila, WA 98188 (206) i ell. gifi l , NS • ECTION NO. CITY OF TUKWILA 6300 Southcenter PER - N0. 431 -3670 Project: �� �N tw Ty of Iedan pllnN nsp } o , . Ateto G3, a:- �� p Date called: Special Instructions: DateN ted: 1 O 1 am. p.m. Requ r: Phone applicable codes. Corrections required prior to approval. • Approved per COMMENTS: c z ::T c2 - r'. , ' ' r— ,f,c : ; ' _7°,7. ,� � ; ( ....l,tt Fi'• °. i.- / `,. Lc ,1 .. ,� ) ;'� .t.. /� 1 1 (� C.1\ I�ti\Y ,., \N \s\-\\-\0-- NN11L r)- -IY�z11 W,v (3 : C .1i A= 'TF!. 7th W • r Ti: -3 t► itt,::•, TS 241r:crf:s:t\t r:z..-vr) iv I.1 ,, , (nJT) C:. •'FIN\ - t W_� cis L.I G- . 5 '`� -r-C4A 0 AtZe6 (A •) n1/4.5 tPNLpY-t 4s T i • 1 }'iri ? 1+ ?,1A. "1 .L:.,NNi (' '1.. 1 (" ■k: ,L.IA, =, 47 -•:.:: 71-1 WA 1',A 1 r LA 1 ! • - N s . l : -1, 1 NNO (..1 V.T) I ':1 i L_ C '? 1 t\ Date 1 o � ' � f 1 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: I ql -�F -CR COMMENTS: x∎115 -..,; Typ p s ion: FjAA' 7°1.4CH • t;e \nk e<t ' t f: J T..."> ,�-6.: ( 1r -: 7 — / - ) 51 occ Date V t e, ,.., <? 7 '2. )(ii z ( .:LO& . 6y-rev...N. ..,--y& ,--A...st .. Phone No r t.),.., rU , , -) 6t= ( i 1 rf ef j'q n-'1- IL'Y_1 i\1G., (G 1 4L= ..?"`;Lr J46 C t 04- 1 :\110 1 1.)A • project: 5 Typ p s ion: Address: Date Call • 0 .l eV- Special Instructions: Date V t e, ,.., <? 7 '2. p.m , st la � Di \etv Phone No NO. Approved per applicable codes. I Inspector: INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ❑ Corrections required prior to approval. Date: �1�5l�1 ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. I Recept No.: Date: • - AUGUST 13, 1992 RE: MERVYN'S MECHANICAL EQUIPMENT (ROOFTOP) BRAD WILL CONTACT OWNER FOR FURTHER DIRECTION. CONTACTED Brad Graham OF LEO DALY ARCHITECTS. INDICATED THAT WHEN MECHANICAL EQUIPMENT ISSUES WAS DISCUSSED DURING DESING REVIEW, CITY WAS TOLD EQUIPMENT WOULD BE LOCATED AGAINST THE PARAPET WHICH WOULD PROVIDE ADEQUATE SCREENING. THE CURRENT ROOF PLAN SHOWS EQUIPMENT CENTERED ON ROOFTOP. KEY POINTS OF VISIBILITY /CONCERN WOULD BE FROM. I -405 AND FROM RESIDENTIAL AREAS ALONG THE NORTH AND WEST HILLSIDES- TWO OPTIONS OFFERED, INSTALL UNITS AND PAINT IF VISIBLE FROM THESE KEY AREAS OR PAINT NOW. I ALSO MENTIONED THE SITE LINE STUDIES PREPARED APPEARED TO HAVE DISCREPENCIES IN MEASUREMENTS. PROJECT TITLE g COMPUTEII MEC \ �,r' N 'TL1 4 LA, WA SUBJECT CHECKER E Loc. A.� h t4P.R aI Cpl 'a M I T fi XTT PROJECT NUMBER - 1x ;. o DATE /1 l PAGE I OF 3 PAGES 11 ECA5T SAND F1 N X5.1 To M•TcW G©t4c. SANDIN4 ©OJ 13.1Alu,NG. .S Lo ?E -TOP F oR PC S - rn'i LL PRb►IN AG L1 . IN- solE o ?eNI INC f 25'; rot. FIELD VERtrY 5 LEO A. DALY FORM NO.6 APPAMA Au6-, 13 1192. 419 E 'o X y' MoFTAg 11SE, EX15i'1N4' COW. coLLAC RECEIVED MG 1 21992 COMMUNITY DEVELOPMENT MAF.SH GAS WITH SEASONAL • .. COLOR 36" DIA. CONTAINERS WITH SEASONAL COLOR. 6 August 1992 Jack: Please review the attached letter and this response. Let's discuss : Aug. 12 (I'll be here in the p.m.) RESPONSE TO MERVYN'S LETTER DATED AUG. 4, 1992 1. There was no BAR condition to paint HVAC units to match roof- top color. The roof will be off - white. The units would be green. However, the building elevations as presented to staff and BAR did not include any additional structure(s) which would alter the appearance. The applicant is now proposing a change to the approved project. 2. The site -line study prepared for the satellite dish included the elevation for the HVAC units. The elevations of the roof at the location of the HVAC units do not match the elevation of the site line (there is a 3 -5 foot difference). The study attempted to show the HVAC units closer to the entry coping /parapet that the approved roof plan reflects. This means the parapet should provide better screening if the units were to be placed up against the entry locations. However, the units are more centered on the roof and would stand appx. 8 feet high (5 lg. units and 2 smaller units are proposed). 3. While I agree that the units would not be visible if standing at the building entry, or maybe at the property line, they may be visible from Southcenter Blvd., and will be visible from the hillsides north of Southcenter Blvd. as well as from surrounding hillside development (and certainly City Hall...I've checked). 4. Because of the success in attaining a level of design quality :. unique for this type of project (and an enormous amount of time /effort), it only makes sense that the quality be carried throughout. Green HVAC units atop a white roof will undoubtedly appear as a significant blemish to the building otherwise. 5. It may be reasonable to suggest the HVAC units be installed prior to painting them off - white. If they are visible, the applicant must agree to repainting and maintenance. While the color would need to be reapplied every few years, Bob Benedicto indicated that it's not an impossible task. Our stick is the Certificate of Occupancy. 6. As a second option, though less desirable, screens could be installed around each HVAC unit (YUCK!) and be painted to match the facade color. 4 August 1992 Ms:. Denni Shefrin Department of Community Development 6300 Southcenter Boulevard Tukwila, Washington 98188 Dear Ms. Shefrin, Sincerely, LEO A. DALY Brad Graham Project Manager LEO A DALY RECEIVED AUG 0 61992 RE: Mervyn's Southcenter Mall, Tukwila, Washington COMMUNITY Wavier of Field Painting Rooftop Mechanical Equipment DEVELOPMENT. Leo A. Daly Job Number 751791 -01 With this letter, Mervyn's and Leo A. Daly Company wish to take strong exception to the City of Tukwila request of painting all mechanical equipment to match the color (off - white) of the roof cap sheet. The request was initially brought to our attention in mid -April of 1992 after all of the mechanical equipment had been ordered for the Mervyn's Southcenter store. We would like to remind you of the site line study's which were submitted to the Planning Department, dated April 13, 1992 showing all mechanical equipment (30 ton units, worst case) successfully screened by exterior parapet walls. The site angle criteria used in the aforementioned site line studies far exceeds the guidelines set forth in the City of Tukwila's Planning and Zoning Ordinance. Also, upon our review of the meeting minutes and conditions attached to the Tukwila Board of Architectural Review approval, dated July 1991, we could find no clear stipulation requiring all roof mounted mechanical equipment to match the roof color. At this point our only recourse is to field paint the equipment, which would lead to numerous repainting applications due to a high degree of vibration from motors and compressors. Both the Owner and the Architect feel that all team members associated with the Mervyn's Southcenter project have worked very hard together to create a building with a very positive, almost "landmark" impact to the city-scape of Tukwila. But with all due respect to your concerns, we sincerely feel that field painting all mechanical equipment (off- white) creates a maintenance problem for the Owner, with a minimal positive impact to the physical environment of Tukwila. Please review this waiver of your request at your next scheduled staff meeting, and feel free to contact us should you have further concerns regarding this issue. cc: Barry Wurzel, Mervyn's Al Velikan, Mervyn's File PLANNING / ARCHITECTURE /ENGINEERING /INTERIORS SUITE 201/3344 EAST CAMELBACK ROAD/PHOENIX, ARIZONA 85018 -2316, USA TELEPHONE: 602-954-0818/FAX: 602- 381 -1456 PHOENIX /WASHINGTON DC /CHANTILLY, VA (DULLES INTERNATIONAL AIRPORT) /ATLANTA /ST. LOUIS /OMAHA SEATTLE /SAN FRANCISCO /LOS ANGELES /MADRID /RIYADH /HONOLULU /SINGAPORE /HONG KONG /TOKYO /TAIPEI • City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, Washington 98188 Attn: Ms. Denni Shefrin Associate Planner Dear Ms. Shefrin: "A® CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145 216-871 -4800 At the request of the City of Tukwila, please find attached a schedule of the requirements set forth in the State Environmental Protection Act (SEPA) Mitigated Determination of Non - Signifigance, dated May 31, 1991, for the Southcenter Mall Expansion project. As denoted on the attached schedule, all the SEPA requirements have either been completed or scheduled to be completed by October, 1992 prior to the opening of the Mall Expansion and the Mervyn's Department Store. The site improvements immediately adjacent to the Mervyn's expansion (i.e., curbing, asphalt paving, striping) will be completed by August 28, 1992 to allow Mervyn's to obtain a Certificate of Occupancy. Due to the water ban in effect, the landscaping on the mall site and near the expansion will be postponed as long as possible. Landscaping may begin this month but will not be completed until November 13, 1992. If you have any questions or comments, please do not hesitate to call or write. Sincerely, CENTER RIDGE DESIGN SERVICES, INC. Attachment. cc: D. J. Salomone, w /attach S. G. Moluse, w /attach R. Jakum, w /attach S. Wilson, Pac -Tech, w /attach B. Wurzel, Mervyn's, w /attach B. Graham, Leo A. Daly, w /attach P. Fraser, City of Tukwila, w /attach R. Heller, City of Tukwila, w /attach G. Villanueva, City of Tukwila, w /attach August 5, 1992 RE: Southcenter Mall Expansion SEPA Requirements Mark Constance PROJECT: SOUTHCENTER MALL EXPANSION LOCATION: TUKWILA, WASHINGTON STATE ENVIRONMENTAL PROTECTION ACT (SEPA) MITIGATED DETERMINATION OF NON - SIGNIFIGANCE REQUIREMENT OF SOUTHCENTER JOINT VENTURE COMPLETION DATE 1. Relocate bus stop to Andover Park West. Completed 2. Install traffic signal on Andover Park West Completed at Baker Blvd. 3. Install sidewalk along Strander Blvd. Completed *4. Provide pedestrian connection (sidewalk) from Completed relocated bus stop on Andover Park West to Southcenter Mall. *5. Install sidewalk along Andover Park West. 9/11/92 *6. Install sidewalk pad for in -lane bus stop on 9/11/92 Strander Blvd. *7. Reconstruct stairway on Tukwila Parkway north of 8/28/92 Bon Marche Department Store. *8. Install stairway at northeast corner of Southcenter 9/30/92 Parkway and Strander Blvd. intersection near Doubietree Motel. *9. Provide pedestrian linkage (sidewalk) from Strander 9/11/92 Blvd. to Southcenter Mall. *10. Provide pedestrian linkage (sidewalk) from 9/11/92 Southcenter Parkway to Southcenter Mall. *11. Modify post office access along Andover Park West 9/30/92 *12. Modify internal parking configuration on 9/11/92 Southcenter Mall. *Denotes work currently under construction with Lakeridge Paving contract. 8/6/92 RECORD MEMORANDUM: MEETING HONE CALL SUBJECT: Mervyn's Tukwila, Washington Exterior paint color of hollow metal doors and frames TIME: AM MQF MEETING HELD AT; COPIES TO: 4:40 )T TN S MONTH 7 DAY 29 YEAR 1992 PARTICIPANTS Denni Shefrin, Associate Planner, City of Tukwila Brad Graham, Leo A Daly Company TOPIC: DISCUSSION: CONCLUSION Denni Shefrin - (206) 431-3665 Barry Wurzel - (510) 727-3479 Don Mosman - (206) 243 -3327 Jim Noetzelman - (206) 454-4882 751791 -00 Page 1 LEO A. DALY PLANNING/ ARCHITECTURE /ENGINEERING /INTERIORS Sult• 201, 3344 Esst Cam.Ibsck Road Phoenix, Arizona 850162310 Telephone: 002.854.0818 FAX: 602.381.1450 PROJECT NUMBER: 751791 -00 Brad asked Dennl if the exterior paint color for the hollow metal doors and frames had been discussed during formal design review hearings for the Mervyn's southcenter Mall Project. Denni stated that to the best of her recollection, It had not been discussed. Brad proposed that the color match the adjacent brick veneer so that the exit doors would blend Into the facade. Ms. Shefrin felt that this would be an acceptable solution. Therefore, the Contractor Is directed to paint to match the brick veneer color similar to the color used on the through veneer flashing (bumt orange /brown color) at the base of the exterior wall. THIS RECORD WILL SERVE AS THE INTERPRETATION OF CONVERSATION UNLESS COMMENT IS MADE WITHIN FIVE DAYS TO THE AUTHOR. SEPA MATERIALS CHANGE MECHANICAL EOUIPMENT July 22, 1992 re: MERVYN'S :QUESTIONS RE: WHAT NEEDS TO BE ACCOMPLISHED IN ORDER TO RECEIVE C.O. Met with Brad Graham (LEO DALY ARCHI . ) and Barry Wurzel (MERVYN' S) . In Phil Fraser's letter dated Feb. 20, 1992 ( ?), he indicated all SEPA conditions must be met prior to CO. Several items, specifically, public improvements, dedications, sidewalks, and parking lot striping and landscaping, are also linked to the mall expansion. I have requested that a letter which identifies the . construction schedule for each of the SEPA conditions be provided. Staff (planning and PW) will determine scope of work which must be accomplished for Mervyn's opening only. At minimum, parking lot improvements /landscaping immediately adjacent to Mervyn's must be completed. Brad Graham indicated that soffet material proposed (dryvit) which would incorporate a scored pattern to mirror the surface treatment is very costly. The developer proposes gypsom board instead which would include the pattern. The reveal at the edge of the canopy may change as well. I have requested a letter from the architect which discusses the change so that staff can sign off. Staff had requested that mechanical equipment be painted same color (off- white) as roof -top. Graham indicated that mech. equipment ordered prior to painting desired color. Maintenance cost to maintain color would be high. I said staff wouldn't budge. Color essential due to visibility at higher elevations away from site. MEMO TO FILE : PERMIT # 6934, MERVYNS SOUTHCENTER 30 JUN 92 REVIEWED NEW SHEET A -100, REVISED INTERIOR PARTITIONS FOR GROUND FLOOR. SOME WALLS RECONFIGURED, SOME NEW AREAS ENCLOSED,. AND DESIGNATED-AREAS-FOR. SECURITY GRILLES WERE CLOSED OFF. STOCK AREAS SHOWED RACK STORAGE IN.STOCKROOMS (NOT ORIGINALLY SHOWN) DO NOT KNOW IF THESE WERE REVIEWED UNDER RACK STORAGE PERMIT, THEREFORE NOTED ON PLAN "SEPARATE PERMIT REQUIRED FOR ALL RACK STORAGE AT STOCK ROOMS ". • A COPY OF THE PREVIOUS REVISION SUBMITTAL WAS INCLUDED WITH THIS SUBMITTAL, EVIDENTLY TO SHOW THAT IT HAD BEEN SUBMITTED ON 4/22/92. HOWEVER, NO-COPY THE APPROVED SHEET A -100 WAS FOUND AMONG THE OTHER APPROVED REVISED PLANS, AND NO APPROVED COPY OF SHEET A -100 MADE ITS WAY TO THE JOB SITE. May 7, 1992 Dear Mr. Graham: Denni Shefr9n Associate Planner City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director Mr. Brad Graham Leo A. Daly 3344 East Camelback Road, Suite 201 Phoenix, AZ 85018 -2316 Re: Proposed Revisions to Exterior Finish Materials for Mervyn's (Southcenter Mall) In your letter dated April 28, 1992, a list of proposed changes to exterior finish materials was provided (a total of twelve changes) and compared to exterior materials approved by the City's Board of Architectural Review. After careful evaluation of the proposed revisions, staff feels the changes would not impact the quality and integrity of the project, and in fact, the changes enhance the overall appearance of building and entry areas in particular. I appreciate your efforts in providing the materials board, renderings and list of changes. Should you anticipate further revisions, please notify me at once so that they may be addressed. The April 28 letter is attached and serves as a reference list of approved changes. Feel free to contact me at 431 -3663 if you have additional questions. Sincerely, cc: Duane Griffin File No. 91 -8 -DR 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 April 28, 1992 Ms. Denni Shefrin Department of Community Development 6300 Southcenter Boulevard Tukwila, Washington 98188 Re: Exterior Finish Material Revisions for Value Engineering Mervyn's Southcenter Mall, Tukwila, Washington Leo A. Daly Job Number 751791 -01 Dear Ms. Shefrin, Construction Documents Synthetic stucco coping integrally colored to match Pratt & Lambert (P & L) "Muffin Tan ". Precast concrete banding and medallions integrally colored to match flagstone type #2, "Pale Pink Green" (Muffin Tan). 3" high x 1/2" recess brick type 2 reveal band, smooth texture; "Copper" color. Primary brick face color brick type 1, Mutual Masonry smooth texture; "Copper" color. Field veneer at entries, flagstone type 1 HPG -AZT #6 "Light Gray Red ". Banding veneer at entries, flagstone type 2, APG -AZT #7 "Pale Pink Green ". LED A DALY Design Review Documents Enclosed (per your request), please find a summary of exterior finish material revisions which have taken place since the aforementioned project was approved by the Tukwila Design Review Board in July 1991. The revisions are as follows: Glass fiber reinforced concrete (G.F.R.C.) coping colored Tan. Brick banding and medallions to match Mutual Masonry brick type #2, "Aspen" (Beige, Tan). 4" recessed brick type 2 (Mutual Masonry "Aspen ", Beige, Tan) color. Primary brick face color brick type 1 Mutual Masonry smooth texture; "Copper" color. Field veneer at entries, limestone type 1, Dark Beige. Banding veneer at entries, limestone type #2, Light Tan. PLANNING / ARCHITECTURE /ENGINEERING /INTERIORS SUITE 201/3344 EAST CAMELBACK ROAD /PHOENIX, ARIZONA 85018 -2316, USA TELEPHONE: 602 - 954 - 0818 /FAX: 602 - 381 -1456 PHOENIX /WASHINGTON DC /CHANTILLY, VA (DULLES INTERNATIONAL AIRPORT) /ATLANTA /ST. LOUIS /OMAHA SEATTLE /SAN FRANCISCO /LOS ANGELES / MADRID /RIYADH /HONOLULU /SINGAPORE /HONG KONG /TOKYO /TAIPEI P,PR 30 1992 CITY TUK \VILA 1 PLANNING DEPT_,�I Ms. Denni Shefrin April 28, 1992 Page Two Construction Documents Medallions at entry banding, marble tile "Julian Jade" (Dark Green). Painted aluminum storefront frame Kawneer Duranar coating #UC -52075 Brick Red with clear lexan glazing. Column covers at entries: column base and capital, glass fiber reinforced concrete painted to match Benjamin Moore # 1235 (Flagstone type 1) with a smooth texture. Column covers at entries; glass fiber reinforced concrete painted to match Pratt & Lambert (P & L). "Muffin Tan" (Flagstone type #2) with smooth texture. Soffit at entries; synthetic stucco finish with "V groove" reveal at 45 degree angle integrally colored to match Pratt & Lambert (P & L) "Muffin Tan ". Brick pavers at entries 3 1/2" x 3/4" x 7 1/2". Brick pavers to match brick type 1 color and texture laid out on a 45 degree angle pattern. Expansion joints to reflect reveal pattern of entry soffit above. Design Review Documents Medallions at entry banding, ceramic tile Dark Green. Painted aluminum storefront frame, Kawneer Fluoropon finish to match Frazee paint #4933M with glass glazing. Column covers at entries column base and and capital, G.F.R.C. painted to match limestone type 1, (Dark Beige) with smooth texture. Column covers at entries; G.F.R.C. painted to match limestone type 2, (Light Tan) with smooth texture. Soffit at entries; exterior grade gypsum board with 1/2" reveal reglet at 45 degree angle painted "Off White ". Brick pavers at entries 3 1/2" x 3/4" x 7 1/2". Brick pavers to match brick type 1 color and texture with a herringbone pattern. Ms. Denni Shefrin April 28, 1992 Page Three Enclosed, please find attached exterior elevation exhibits from design review submittal dated July 1991, slightly revised exhibit submitted to you on April 13, 1992 (revisions dated April 28, 1991). Should you have further questions or concerns, please contact either Ro Shroff or myself. Sincerely, LEO A. DALY Brad Graham, AIA Project Manager BG /ms Enclosures cc: Barry Wurzel, Mervyn's Ro Shroff, Leo A. Daly /Phoenix File ENTRY ELEVATION 1 /4"=l'-O" BRICK TYPE 1 SMOOTH TEXTURE; COPPER COLOR GFRC CONC. COLUMN COVER PAINTED PER MFG. RECOMMENDATIONS TO MATCH PRATT & LAMBERT PAINT #2277, MUFFIN TAN PRECAST CONC. BAND INTEGRALLY COLORED TO MATCH FLAGSTONE TYPE 2-APG-AZT-#7 "PALE PINK GREEN" 3" HIGH x 1/2" RECESS BRICK TYPE 1 REVEAL BAND J MERVYN'S TUKWILA WA SYNTHETIC STUCCO COPING INTEGRALLY COLORED TO MATCH PRATT & LAMBERT #2277, MUFFIN TAN /PRECAST CONC. MEDALION 8-1/2" x 7-1/2" / OUTSET FROM VENEER FACE 1/2" / INTEGRALLY COLORED TO MATCH / FLAGSTONE TYPE 2-APG-AZT-#7 "PALE PINK GREEN" CLEAR LEXAN GLAZING PAINTED ALUM. KAWNEER BRICK RED #UC-43355 • FLAC HPG- LIGH' • MAR SIZE CITY PLANNING SUBMITTAL] REVISED 4/28/92 - SYNTHETIC STUCCO COPING INTEGRALLY COLORED TO MATCH PRATT & LAMBERT #2277, MUFFIN TAN /PRECAST CONC. MEDALION 8-1/2" x 7-1/2" / OUTSET FROM VENEER FACE 1/2" / INTEG COLORED TO MATCH / FLAGSTONE TYPE 2-APG-AZT-#7 "PALE PINK GREEN" fe.r40 RECESSED BRICK TYPE 1 BANDS FLAGSTONE TYPE 2 APG-AZT #7 "PALE PINK GREEN" FLAGSTONE TYPE 1 GFRC CONC. COLUMN COVER CLEAR LEXAN GLAZING HPG-AZT #6 - PAINTED PER MFG. LIGHT GREY RED RECOMMENDATIONS TO ..___ MATCH BENJAMIN MOORE PAINTED ALUM. KAWNEER BRICK RED #UC-43355 PAINT, #1235 MARBLE TILE MEDALIONS SIZE VARIES "JULIAN JADE" CITY PLANNING SUBMITTAL DATE 4/13/92 REV*ED 4/28/92 1 GFRC COPING BRICK TYPE 2 , /1 / BRICK TYPE 1 ENTRY ELEVATION 1 /4 "_ I MERVYN'S TUKWILA, WASHINGTON DESIGN REVIEW SUBMISSION 7/91 BRICK MEDALION 4" RECESS PAINTED ALUM. & GI ,ASS STOREFRONT MEDALION MUNI :_111111111111111- PA I NTED ALUM. & GI ASS STOREFRONT 4" RECESSED BRICK TYPE 2 BANDS LIMESTONE TYPE 1 LIMESTONE TYPE 2 'CERAMIC TILE M EDA LIONS GFRC CONC. COLUMN COV April 20, 1992 Brad Graham Leo A Daly 3344 East-Camelback Road, Suite 201 Phoenix, AZ 85018-2316 RE: Mervyn's. Antenna Dish Dear Brad: Based upon information contained in your letter dated April 13, 1992, the siteline study and project literature, the Planning Division has determined that no further public review would be necessary for the proposed antenna dish. The' reasons are as follows: ,. .Sincerely, De'nni She frin‘ cc:File 91-4-DR City of Tukwila Department of Community Development Feel free to contact me if you have further questions. 1) dish is not a principle use and would therefore not trigger CUP approval; 2) Because the dish would not pose a significant negative visual impact to adjacent areas, further review by the Board of Architectural Review would not be required. The information provided was helpful in assisting staff in making this determination. John W. Rants, Mayor Rick Beeler, Director 417 ' 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 PRODELIN • Transmit quality, precision, one -piece reflector. • Offset reflector optics for reduced blockage, low sidelobes. • Custom - designed RF transceiver support system. • Available as receive 'onl'y - upgradeable to receive/ transmit • Designed for 125 mph wind loading. • Designed for full - orbital arc coverage. • Reflector de -icing (optional). Prodelin Corporation specializes in the design and manufacture of small aperture antennas. Prodelin has invested heavily in the manufacture of antenna products, especially for direct reception of signals by business and residential users. Prodelin is committed to the production of high quality, low cost and easily deployed antenna systems. The small aperture antenna systems feature reflectors made of sheet molding compound (SMC), a material unequaled in terms of strength, surface accuracy and durability. Each system features a sturdy steel support structure and is available with a variety of feed, mount and pedestal configurations. • Features Antenna Size 1.22M (48 "dia.) I__ 1.8M(70,86" dia) 1 2.44M (96" dia.) _ _ Operating Frequency (Receive) 11.7 -12.2 GHz JTransmit) 14.0 - 14.5 GHz Midband Gain (Receive) 41.7 dal 45.0 dBI 47.5 dBi • (± .2dB) (Transmit) 43.2 dal 46.5 dal 49.2 dal ' Sidelobe Envelope, Co -Poi Mainbeam < 0 < 7° 29.25 Log 0 7° < 0 < 9.2° +8 9.2° < 0 < 48° 32-25 Log 0 48° < 0 < 180° -10 Cross -Pol Isolation >30 dB on Axis VSWR , - 1,3:1 Max. Antenna Noise Temperature at 20° Elevation at 30° Elevation 2 6 7 1 t 2 33 "K 19.4°K _ _ . _ _ _ _ _ _ _ 22 °K 19 °K 15.5°K RF Interface Available In a variety of designs Wind Loading (Operational) 50 mph - (Survival) 125 mph Temperature _Operational) •40° to 140 °F (Survival) -50° to 160 °F Rain _Operational) 1/2 Inch per hour (Survival) • 2 Inches per hour Ice (Survival) 1/2 inch Radial Atmos.heric Conditions Snit Pollutants and Contaminants as encountered in coastal and industrial areas Reflector Material Glass Fiber Reinforced Polyester SMC Polyester Glass Antenna Optics Primo Focus, Offset Feed Mount Type Elevation over Azimuth Elevation Adjustment Range 10° to 70 °, Continuous Fine Adjustment Azimuth Adjustment Range 360° Continuous Specifications Electrical Mechanical/Reflector Environmental Performance P N C ° .. °. 0 1 1° N 1.2M Receive/Transmit 1.8M Receive/Transmit 2.4M Receive/Transmit PO Box 368 1700 NE Cable.Drive • Conover NC 28613.704/464.4141 • Fax 704/464 -5725 • ,• r u p; ► 4 411 as MIp P4 P coo+ 01TD. PIPE.. pR al hint L. MIN. cow Mrl a.•^TrJ.t.rTro t44} —_> rwovioe, 4.9.4004 •Do4 e ) .r cr MI ►1. coLAIr'1 1 / 4 r 3s I R .t.4 • • c ase.duT 43111+I m1+A- F..P ,rlF.t p. Ifs C..Wp 4 NOT 'r/1 ►N .. • • • _ A -z a 7, TS- bit . tl iq ,3 • . 45_ rj4ti I/1 11 Mpiv N GJ F --TIOIJ.21 e- X11 (A LTA-F.HATG) : - 4 flePJIJ* cawrtr) G /e. ►1i rI pedpi c .1JfTi PrE Mr. Jack Pace City of Tukwila Department of Planning 6020 Southcenter Blvd. Tukwila, WA 98188 Dear Jack: /dmk Attachment cc: T. P. Schmitz, w /attach S. Schlosser, Mervyn's, w /attach R. K. Murray P. J. Pauken 474 vie CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145 216 - 871 -4800 April 19, 1991 RE: Southcenter Mall Expansion SEPA Application Sincerely, CENT RIDGE DESIGN SERVICES, INC. eph ' G. 'ol FEDERAL EXPRESS Attached for your consideration are two (2) copies of our SEPA Application Amendment Package dated April 19, 1991, which includes the additional design information that was requested during our April 10th Planning and Public Works meeting. The amendment includes revised site drawings L-1 through L-3, dated 4/18/91, along with additional information pertaining to our geotechnical investigation and the availability of adequate water pressure and flow for fire protection. The additional traffic data requested by Ron Cameron will be submitted by Transpo under separate cover. Also included in this submission is a listing of all proposed mitigation items that Jacobs, Visconsi & Jacobs has agreed to provide. In the case where a joint public /private effort is involved, the responsibility of all respective parties has been outlined. Should you require any additional information or clarification concerning the above, please feel free to contact me at your convenience. We look forward to discussing the SEPA Application and any other outstanding issues at our April 25th meeting. .n • 4.2P‘ 1 . APR 2 2 19 MY Ur PLANNING DEPT. s April 13, 1992 Sincerely, Ms. Denni Shefrin Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 RE: Dear Ms. Shefrin, Z DALY Brad Graham Project Manager cc: Barry Wurzel File A DALE 11 FNO /APR2O 1992 r Cr ry OF 1 uKWILA Submittal information for roof -- _PANNING DE Antenna Dish Mervyn's Southcenter Mall, Tukwila, WA --- Leo A. Daly Job # 751791 -05 1 Enclosed, please find the information you requested in order to determine whether a conditional use permit is required for Mervyn's roof mounted antenna dish. The maximum height of the dish is 8'-0" above the roof which is the same height as the 30 ton mechanical units on the roof. The antenna dish will be used for both receiving and transmitting signals, with a maximum transmission wattage of 1/2 watt. The orientation of the dish will be 20 degrees east of south, (directed toward the Dallas Texas area). Attached, please find two copies of product literature, color xerox of an actual installation, roof plan showing location of dish and a site angle study, showing how the dish and mechanical units are screened. According to city of Tukwila ordinances, we are required to screen the mechanical units and dish from only the property line. As you requested, the attached site line studies show viewing points further north and uphill from the Mervyn's pad at Southcenter mall. Should you or other planning staff members have further questions please contact me at your earliest convenience. BG /tu Enclosures PLANNING/ ARCHITECTURE /ENGINEERING /INTERIORS SUITE 201/3344 EAST CAMELBACK ROAD/PHOENIX, ARIZONA 85018 -2316, USA TELEPHONE: 602-954-0818/FAX: 602 - 381 -1456 PHOENIX /WASHINGTON DC /CHANTILLY, VA (DULLES INTERNATIONAL AIRPORT) /ATLANTA /ST. LOUIS /OMAHA SEATTLE /SAN FRANCISCO /LOS ANGELES / MADRID /RIYADH /HONOLULU /SINGAPORE /HONG KONG /TOKYO /TAIPEI April 13, 1992 Dear Ms. Shefrin, cc: Barry Wurzel Ro Shroff File Ms. Denni Shefrin Department of Community Development 6300 South Center Blvd. Tukwila, WA 98188 RE: Final Materials Board Mervyn's South Center Mall Tukwila, WA LADCO Job #751791 -01 Enclosed, please find the final material finishes and colored entry elevation for the afore mentioned project. Olympic Precast will be sending your samples of the white and tan precast banding by the 15th of this month. Please review those samples in conjunction with the color board herein and contact me with your decision at your earliest convenience. In reference to our discussion to add reveal joints in the soffit entries at a 45 degree angle, we will be using an integrately colored synthetic stucco system with a routered "V Grove" reveal. Please see attached color xerox of the Mervyn's Spokane store at Northtown mall. We feel this will be just as an effective statement while saving the owner considerable material and labor costs. The interior planning revisions shall be submitted to the city building department during the week of the 27th of April. Should you require further clarification please contact me at 602- 954 -0818. Sincerely, LEO A. DALY Brad Graham BG /tu 6n2Prmr% pursgeL ' . M (I [l \/! APR 15 1992 Cf t � i Oy{1rV «� PLANNING DEPT. PLANNING/ARCHITECTURE/ENGINEERING/INTERIORS SUITE 201/3344 EAST CAMELBACK ROAD /PHOENIX, ARIZONA 85018 -2316, USA TELEPHONE: 602-954-0818/FAX: 602- 381 -1456 PHOENIX /WASHINGTON DC /CHANTILLY, VA (DULLES INTERNATIONAL AIRPORT) /ATLANTA /ST. LOUIS /OMAHA SEATTLE /SAN FRANCISCO /LOS ANGELES /MADRID /RIYADH /HONOLULU /SINGAPORE /HONG KONG /TOKYO /TAIPEI 1 APR 1 1992 CITY OF TUKWILA PLANNING DEPT. LE J A DALY � v , . im. - PLANNING ARCHITECTURE ENGINEERING INTERIORS i 4 . 4 2 FAX 802 - 954 -0818 Su:te 201/3344 E, CANELBACK RO., PHOENIX, ARIZONA FAX (3M EMT 9155 AUTOMATIC) DATE: /z¢ /9z TO: &4E'V AII,e'zeL FROM: gl'V10 412411741 � �/ SUBJECT: MetaY ���Iri / �IGI7. � /li MESSAGE: T�� �ge ryC � �pColZ Pdf�- c4sr caicpe'7E 04140i14 4'/4#7s 01/4# tpif?•t y' X4//.4/$ of co.drat d4d peS /G AJ ,siried /GES / e d4.ea To ?s- 7".0g7"` - 09e• Od61.4e4veG /0/4"94e4 /474 w 7-• "As saw LADCO JOB NO.: 751/7 7/ FAX NO.: SAO * 7z070 3 4 7 7 Gs,' Ii/Wor#4/ ,erii/4/4• trio 'TiSee 2%fc p Xi/!, .9 I• C•4/ /7: /tCfo rs 'a7 ?�i /g6 �/li.siteT of P.ee- tooT cowuro re' 494.ua ��s , APpleisrep ova �tv 8 � z �� ,!//4'.� u�r/iT. eG, M4104E' GcWsTiYt/ /!0 - 8 9Z •'L7 /� LN17i2!/ 2 /(p- 89Z - Z 30 !S "loot' .04.4041 -loot • 23• 9000 STS ✓E 64L.P'5 .' Zoo • ¢S4 - 'F 88 l'eAM/ S4/EF/170(1� 206- ¢3/- 3G,65 Ficoe • MAR 2 5 1992 3-24-92 TUE 14:43 ■•••■■Inw CANON FAX-350 FROM: L. Kuns match. ( PROJECT NAME: Southcenter Mali CENTER RIDGE DESIGN SERVICES INC. P.A. ARC1'fFTKES AND ENGINEERS 2342 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145'4122 216-871-4800 DATE: NUMBER OF PAGES: ItitslAng cover) 2 TO! Brad Graham ■ COMPANY NAME: Leo Daly COMPANY PHONE: 1412.L.2.5.4 TELECOPIER PHONE: 002) 381-1456 SMIIIII•••■•■■■■••■ ■ ■•••110111 ••■•••■•■•■■■■•■■■••••• COMMENTS 1ese advise c.)f _____ are acceptable to you so we will align our precast to etv< .. • 00 Attit • If you do not receive all or part of this fax - or any of these pages aro Illegible, please call (216) 871-4800. 3y -^•:yam TUE 14:44 0 • • 51 13 ti 1 h • I i 16 1g2-41, 4.t &Ada ece t •o" 3724 TUE 14:44 Q • • .1; 4 • • f I .. ..w..�. .. . +. 1 1 I I I 1 1 dE, doll P. 04 3-24-92 0 TUE 14:45 0 3 -23 -92 MON 12:42 • .7.w. t.r. rrYldr. °.. l ''-rL ar u - + - .r?'6r6...11 ra ' -- t YL7 IIiLiis 216 892 2308 F.02 16 March 1992 Mr. Barry Wurzel Mervyn's 22301 Foothill Boulevard Hayward, California 94541 LEO A DALY 7- RE: Mervyn's Face Brick Module Revision Mervyn's Southcenter Mall, Tukwila, Washington Leo A. Daly Job No.: 751791 -06 Dear Barry, As discussed in last Friday's conversation, the City of Tukwila Planning and Zoning staff (Ms. Denni Shefrin) has approved using 3 1/2 x 21 /2" x 71 /2" face brick on the exterior of the mall expansion and the Mervyn's facility to match the existing mall condition. This means that all 3 1/2" x 2 1/4" x 7 1/2" face brick as specified and drawn on the "Construction Set" shall be deleted from the project. This revised brick module significantly impacts a number of other finish materials and trades on the job as follows: 1) Adjusted heights of steel lintels, hollow metal door heads, and entrance canopies. 2) Adjusted heights of precast concrete banding, to a new height of 8 1/2". 8) Adjusted size of projected pre -cast concrete medallions to 31 /2" x 81 /1" x 71 /2 ". 4) Adjusted height and width of all mortar joints to 1/2". The size of all the entrance veneer materials would also be affected by changing the masonry module height, but 1 would rather defer revising the size of these materials until a time when more analysis of the module change can take place. PLANNING / ARCHITECTURE / ENGINEERING /INTERIORS SUITE 201/ 3344 EAST CAMELBACK ROAD /PHOENIX, ARIZONA 85018 -2316, USA TELEPHONE: 602 - 954 -0818 / FAX: 602 - 381 -1456 PHOENIX /WASHINGTON DC /CHANTILLY, VA (DULLES INTERNATIONAL AIRPORT)/ATLANTA /ST. LOUIS /OMAHA SEATTLE /SAN FRANCISCO /LOS ANGELES / MADRID /RIYADH /HONOLULU /SINGAPORE /HONG KONG /TOKYO /TAIPEI Mr. Barry Wurzel 16 March 1992 Page Two Should any of the entry veneer materials become a long lead issue, please inform the architect immediately. Leo A. Daly shall begin revising the drawings on Wednesday, March 18, 1992. If you have further concerns or questions, please feel free to contact me at your earliest convenience. Sincerely, Brad Graham Project manager BG /ms cc: Mg Dr;Lni sShefrinCity of Tukwila, Mr. Duane Griffin, City of Tukwila F Mr. Mark Constance, J.V.J. Construction Mr. Larry Kuns, Center Ridge Design Services F. Mr. Jim Noetzelman, S.D. Deacon, WA Mr. Mark Rudow, A.V. Schwan Mr. Gordon Anderson, Mutual Materials File MAR 19 1992 'ClTY OF 7ruKVVILI PLANNING DEPT. PLAT ING FAX 602.381 -1456 FAX (3M Lr T.9 AUTO(�I� VI.J01 1 r'tf' 602.954.0818 ALK,�V F T 0 s TiC� � ARCHtfEC URE 111 1 s . � ,..,.._�.. 1 2PHOEND( ARTZ 8- 316, USA 3344 E. sivGlla6EAING SUITE .. t t 0 1992 11 -- ---- .t111\11..1 i e (:)i: t;! ,VILt� DATE: ? hes DALY PROJECT: 75/ � .,,.. ._ ��DENNI SHE�R�N FAxNO.: 4 31 . 3lo lv5 fR°031 G(aANAM N um b er l pages indutlinpth pep. 4+ sUBjECT /slat'c/la 7'uKc✓/LA, letwrifeegAireg 1/41$74./7‘r MESSAGE: ego/CA/ v�►KuVrj�e� �gI4� AS Pe/'QOKI2 GacJlelieSifiYrD/ti 7»'6' ONSIPA)41 t0/494✓�E/C f{7'� �� r1/6 .07, 15 2 r� /d/eil � • IP' - TNc, FI .l�4L t�isroc/ �s rei 4?) w / TH zY-4 #.4# frlAooilgY, AleMItir of ?We Pe457 owageTG' ,r144/,c� GvoGlt P 4//stvts - 70 t3E 8yU /4y 4/04k0,¢ 7b cougsa OUT' GD2i2eG'72. »'/5 Hr. chi,emi46 AO az* e Ale) /4/444 7"ifee/dr /CO #1013 stizo‘' /.054frm$ now dr - ENE F444 A/ Eit ,y/w �770 G G L .7�E �i�6 �S wNyy H.fs i3eber,f) r,6s��'� �2ear� 8d40.. No N60/, I viscsas slzef g2.047-#e" E' rr1A7�/445'; �o Cocl� e�� ofi rifle° viz i/z• eie/6,e Noduee• 41/5'7"adh 14 #7:# eve/4:A• or/p/00/./z6 ae-imez 24-10-92 TUE t'iliAR 1 0 1992. 12:4G 13 P . 0 2 a 5d4 gA ' /roe-4- 1 A # x i m e7:- . 9,ev7:* a Ter/c-e. 00.-e40— wreht440.4e 44,! 1 5 # (mr. 4, fetpa NaN) wa. \ 4 . %—.W . , 4 \N .. " — e- o -.. VIA Z:. cs1 3-- i 13 - 9 2 TUE ,r r, r 0 \, nr - 0Ui' .id� o.; 15 - v eowesPo5 - 3 ' c'ogl G'.f 7. 3 ' / co 5 9 $ -r0 ceitees..tu q - 3 "c '(i($e 4 7 1 : 11 2 . 7241 1 $ -3 coeitds 3 3 4 Coguesars 1 ?" 3 v coKe5 rr m 3" coy sass teP- er (I) did f ercrrr'ix"ddf y 10 1. 0 `Coe/eras fiAMIGe 1t4 rAzrr 61e/41974- w 4 4 ;e i . if p�cr.ffsr14,. ,Jr awl roc r'troa t5 ` ag/4* ' 3- 3 /5 3 ti coemsxfy I•o /5 - v toesofs 3 - 1 d'oglerd) 6: —90:11 49 , .R• / �• flii 1 J:.; i r ; if , [lW /[ Ili) L I w MAR 1 01992 c11- }7.`.lF.- +(ii,: itiiLA „P .ANN?NGwOEPT, Ms. Dennis Shefrin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Denni: AYA IPA, CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145-4122 216 - 871 -4800 December 11, 1991 RE: Southcenter Mall Andover Park Bus Pull -Out As a follow -up to our conversation the morning of December 10th, I am enclosing a packet of information on the precast concrete paver which we intend to incorporate into the edge detail at the bus pull -out area. The "holland- stone" paver has an approximate 4" x 8" dimension and is produced from a no slump concrete mix and has a compressive strength in excess of 8,000 psi. The color blend that we have selected for this project is a red /black blend similar to the color illustrated on the attached "uni- decor" brochure. If the City of Tukwila desires to incorporate this type of paving material into the crosswalk design for the widening of Andover Park West, we would suggest the use of the "uni - decor" paver with a "holldand- stone" edge, both in the same red /black blend. The interlocking nature of the "uni- decor" paver is better suited for vehicular traffic. The local distributor of this material is Trendset Customer Pavers in Redmond, Washington (206- 869 - 1632). If you have any questions or comments regarding the precast concrete pavers or if you require any additional information on the Southcenter Expansion project, please do not hesitate to contact me. Happy holidays and best wishes for the new year. Sincerely, CENTER RIDGE DESIGN SERVICES, INC. /dmk Enclosure cc: T. P. Schmitz M. S. Constance Steph =, G. Moluse VA, F.' DEC 12 1991 G - v 1 v: i t3v.VOLIN The Original. The Bet.'" ftp/64a itiki4r) Uni-Decor® Typical Cross Section of Concrete Paver Installation Printed In USA 0 1988 UN-Group A worldwide favorite for many years, Uni- Decor® combines two distinct shapes in one paver for a classically elegant pattern design, timeless in its appearance. Equally attractive in contemporary or traditional settings, UniDecor® creates a beautiful, durable and virtually maintenance -free surface for a wide array of paving projects. Uni - Decor® can be installed in a variety of patterns, such as runner, parquet or herringbone, yet It maintains the same overall surface design. Composition and Manufacture Uni - Decor® is made from a "no slump" concrete mix. Made under extreme pressure and high frequency vibrations, Uni - Decor® has a compressive strength greater than 8000psi, a water absorption maximum of 5% and will meet or exceed ASTM C- 936 -82 and freeze -thaw testing per section 8 of ASTM C- 67 -73. Installation: 1. Excavate unsuitable, unstable or unconsolidated subgrade material and compact the area which has been cleared. Then backfill and level with dense graded aggregate suitable for subbase material (typically 4-6 In. of compacted subbase for light vehicular and pedestrian traffic, increasing to 8 -12 in. for heavy vehicular and industrial use) or as otherwise directed by Site Engineer /Archi- tect /Landscape Architect. 2. Place bedding course of sharp, normal weight screening or concrete sand to a uniform depth of approximately 1 -1 in. (25-35 mm) leveled to grade. 3a. Install Uni - Decor® with joints approximately 1 /8 in. (3mm). 3b. Where required, cut paving stones with an approved cutter to fit accurately, neatly and without damaged edges. 3c. Tamp paving stones with mechanical vibrator until uniformly level, true to grade and free of movement. 3d. Fill joints with sand. For complete Installation & speclacatlon details contact your manufacturer. SAND- FILLED JOINTS •: I3EDDING COURSE — PAVERS — COARSE GRANULAR BASE • TRENDSET TRENDSET CUSTOM PAVERS, INC. Dimensions: Height /Thickness Width Length Quantity needed per sq. ff. approx. 3.5 stones Applications: • General road construction • Parking lots • Gas stations • Driveways • Patios • Highway ramps • Highway rest areas • Bridge underpasses • Entrance areas • Industrial plants • Industrial yards • Factory streets • Rail tracks • Storage depots • Loading docks • Farm roads • Flooring in stables • Sidewalks • Terraces • Garden paths • Pool decks • Escarpment fortification • Beach promenades • Shore fortification • Tank roads • Erosion prevention • Protective surface for bridge "abutments" • Pedestrian malls • Roof gardens Note: Colors are shown as accurately as possible in brochures and samples, but due to the nature of the product, regional color preferences and variables In print reproduction, colors may not match exactly. For best results In maintaining color consistency, pavers must be Installed from several cubes at a time. UNI- GROUP U.S.A. 4362 Northlake Blvd., Suite 109, Palm Beach Gardens, FL 33410 • (407) 626 Exclusively licensed by F. von Langsdorff Ucensing Limited Toronto, Canada ®• trademarks of F. Val Lmpsdorff licensing Limited U.S. Patent No. 4,12a357 U.S.A. 8820 - 178th Ave., N.E. Redmond, WA 98052 (206) 869-1832 2 = 60mm or 31/4" = 80mm Approx. 5 = 140mm Approx. 9" = 230mm The Original. The Best.'" NR Rym •• .__., � tom. ; ..�xr...��. 414741 Holland- Stone" Holland- Stone` Holland-Stone has the renowned durability of Inter- locking Paving Stones yet offers the old world charm of a simple brick shape in paving. A dry cast paving stone, so astonishingly simple in design, yet capable of meeting the demands of architects and designers for a beautiful, yet durable textured paved surface. This simple rectangular stone can be applied in a number of fascinating patterns (like the popular' Herringbone pattern) to produce warm, luxurious textures. And mix these patterns with any of the available standard colors or combination of colors and you've got the potential for an architectural effect only your imagination can limit. Composition and Manufacture Holland - Stone is made from a "no slump" concrete mix. Made under extreme pressure and high frequency vibrations, Holland- Stone has a compressive strength greater than 8000psi, a water absorption maximum of 5% and will meet or exceed ASTM C- 936 -82 and freeze -thaw testing per section 8 of ASTM C- 67 -73. Installation: 1. Excavate unsuitable, unstable or unconsolidated subgrade material and compact the area which has been cleared. Then backfill and level with dense graded aggregate suitable for subbase material (typically 4-6 in. of compacted subbase for light vehicular and pedestrian traffic, increasing to 8 -12 in. for heavy vehicular and industrial use) or as otherwise directed by Site Engineer /Archi- tect /Landscape Architect. 2. Place bedding course of sharp, normal weight screening or concrete sand to a uniform depth of approximately 1 -1 in. (25 -35 mm) leveled to grade. 3a. Install Holland-StoneTM with joints approximately 1 /8 in. (3mm). 3b. Where required, cut paving stones with an approved cutter to fit accurately, neatly and without damaged edges. 3c. Tamp paving stones with mechanical vibrator until uniformly level, true to grade and free of movement. 3d. Fill joints with sand. 'For complete installation & specification detalls contact your manufacturer. ® UNI -GROUP U.S.A. 4362 Northlake Blvd., Suite 109, Palm Beach Gardens, FL 33410 • (407) 626.4666 r TRENDSET TRENDSET CUSTOM PAVERS, INC. Dimensions: Height /Thickness Width Approx. 4" = 100mm Length Approx. 7W /e" = 200mm Quantity needed per sq. ft. approx. 4.46 pieces Applications: • General road construction • Parking lots • Gas stations • Driveways • Patios • Highway ramps • Highway rest areas • Bridge underpasses • Entrance areas • Industrial plants • Industrial yards • Factory streets • Rail tracks • Storage depots • Loading docks • Farm roads • Flooring in stables • Sidewalks • Terraces • Garden paths • Pool decks • Escarpment fortification • Beach promenades • Shore fortification • Tank roads • Erosion prevention • Protective surface for bridge "abutments" • Pedestrian malls • Roof gardens • Street medians Note: Colors are shown as accurately as possible In brochures and samples. but due to the nature of the product, regional color preferences and variables In print reproduction, colors may not match exactly. For best results In maintaining color consistency, pavers must be installed from several cubes at a time. Typical Cross Section of Concrete Paver Installation tN•T...: ; f�l} r �ihl���� :t�... ^ :..��ii'����r=i�l� "�� (f•� �: }�: t: Installation Patterns: i I I 1 1 I I 1 1 1 1 I 1 I RUNNER PATTERN BASKETWEAVE PATTERN fl SAND - FILLED JOINTS — PAVERS — BEDDING COURSE — COARSE GRANULAR BASE HERRINGBONE PATTERN 90' HERRINGBONE PATTERN 45' U.S.A. 6820 - 176th Ave., N.E. Redmond, WA 98052 (206) 869-1632 2%" = 60mm or 3 = 80mm Printed In U.SA. 01989 Unl -Group USA 0 O 2 CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKIVILA, WASHINGTON 98188 November 19, 1991 Mr. Mark Constance 25425 Center Ridge Road Cleveland, Ohio 44145 RE: Site Address: Mervyn's & Southcenter Mall Expansion Utility Permit Resubmittal Control #'s 91 -415, 91 -430 Dear Mr. Constance: The Public Works Department has reviewed the site plans associated with the Mervyn's /Southcenter Mali Expansion project. You are requested to resubmit the plans with the following revisions: 91 -415 Southcenter Mall Expansion 1) Revise the permit application to request: A. Fire Loop /Hydrant B. Sanitary Side Sewer C. Water Meter (Service) D. Flood Zone Control PHONE k (2061 433.1800 Gary L. VanDuscn, Mayor Revise drawings to reflect the requirements for the above (refer to the back of the application form), including: A. The lowest finished floor elevation NGVD, and reference a FEMA accepted benchmark. B. Show the location of a DOH approved double check valve, pumper port, wall indicator valve, etc., for the fire system. C. Identify invert elevations at points of connection, bedding, backfill, size and type of pipe, etc., for storm, sewer, and water. Note on utilities plan all references to the building plan. Mark Constance November 19, 1991 Page 2 91 -430 Mervyn's 3) Revise the permit application to request: 4 5 ALL Landscape irrigation Fire Loop /Hydrant Sanitary Side Sewer Water Meter (Service) Flood Zone Control Land Altering Revise drawings to reflect the requirements for the wove (refer to the back of the application form), including: A. The lowest finished floor elevation NGVD, and ref -rence a FEMA accepted benchmark. B. Show the location of a DOH approved double check alve, pumper port, wall indicator valve, etc. for the fire system. C. Identify invert elevations at points of connecti•n, bedding, backfill, size and type of pipe, etc., for storm, sewer, and water. Please note on the utilities plan all re erences to the building plan for valves, cleanouts, etc. D. Show the location of a DOH approved double check valve for the landscape irrigation. E. Provide a contour map and identify the cubic yar•age of excavation and fill for the Land Altering Permit Include a site plan showing: A. Parking lot restriping and other internal:.traffi• revisions, or changes: to access. B. Locations of all proposed pedestrian walkways fo' the site. C. Include a schedule for construction /implementati•n of the above revisions. 6) Include a site plan showing: A. Parking lot restriping and other internal traffic revisions or changes to access. B. Locations of all proposed pedestrian walkways fo the site. Mark Constance November 19, 1991 Page 3 7) Provide a copy of the soils report for the project. The soils engineer of record shall review and approve in writing the site utilities, including specific recommendations as to residual settlement with respect to utilities in place prior to construction of the building foundation and monitoring of the same. The Soils Engineer shall provide 100% inspection. 8) All drawings should differentiate between construction proposed under these permits and that which is existing or previously approved. The drawings should note that the contractor is responsible for verification of location and inverts for points of connection to utilities, some of which are currently under construction. These comments result from the Public Works Department review only, and do not account for comments or corrections from other departments. Please submit six sets of the revised plans to Denise Millard at the permit counter. If you have any questions, please feel free to call. I can be reached at 433 -0179. Phil Fraser Senior Engineer Public Works Department xc: Greg Villanueva, Inspector - w /site plan Denise Millard, Permit Coordinator Denni Shefrin, Associate Planner Jim Phillips, 2615 - 4th Ave , Suite 390, Seattle, WA 98121 PW Read File, Dev.File:Southcenter Mall Expansion /Mervyn's RSH /:V1:PERMITS \91415R Ms. Denni Shefrin Associate Planner City of Tukwila 6300 Southcenter Blvd. Seattle, WA 98188 Dear Denni: /dmk Enclosures cc: T. P. Schmitz M. S. Constance M. A. Johnson CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145-4122 216- 871 -4800 November 5 1911- - • Step en G. Moluse NOV 0 G 1991 Cl l t WF 7 %hit PLANNING DEPT. RE: Southcenter Expansion Building Permit Application Enclosed for your approval are three (3) copies of our Site Landscaping Plans L -1 and L -2, dated November 4, 1991. These plans incorporate all of the additional landscape islands which we agreed to provide as a condition of the BAR approval. By way of update, as of November 1, 1991, we have received construction permits from the City of Tukwila for the bus stop construction, the traffic signal installation and Phase I utility relocation. We are currently seeking a building permit to allow the construction of the mall shop addition and mall shop foundation landscaping. It is our intention to seek a Phase II utility permit in December of this year with construction work scheduled to begin in January or February of 1992 and plan on constructing the parking area modifications, curbing, sidewalk and landscaping improvements beginning April, 1992. I trust that the attached information and schedule update will satisfy the Planning Department concerns with regard to our compliance with the landscaping condition of the BAR approval and will allow you to authorize approval of the building permit application which is currently pending in the Department of Public Works. If you have any questions or comments or require additional information, please feel free to contact me at your convenience. Sincerely, CEN R RIDGE DESIGN SERVICES, INC. • Ms. Arlene McCready City of Tukwila 6200 Southcenter Blvd. Seattle, WA 98188 Your assistance is greatly appreciated. /dmk cc: T. P. Schmitz P. J. Pauken M. S. Constance R. Cameron, City, via fax P. Frazer, City, via fax %Of CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145.4122 216 - 871-4800 November 1, 1991 Sincerely, rtotab RE: Southcenter Mall Tri -Party Agreement - /loV. FEDERAL EXPRESS CEN R RIDGE DESIGN SERVICES, INC. Stephe G. Moluse RECEIVED NOV - 4 1991 PUBLIC ORKS Dear Ms. McCready: Attached are five (5) copies of the Tri -Party Agreement which have been executed by Southcenter Joint Venture and Metro. Please present the attached documents to the Tukwila City Council for approval and final execution. Page 1 should also be dated at that time. Once the Agreement has been fully executed, please return two (2) originals to my attention and forward an original to Metro. PJP /nal Attachments MEMORANDUM TO: S. G. Moluse FROM: P. J. Pauken SUBJECT: Southcenter Shopping Center DATE: October 30, 1991 Attached are five (5) copies of the Tri -Party Agreement which have been executed by Southcenter Joint Venture. Please forward the attached copies to the City of Tukwila for . execution, and request that the Agreement be dated and that two (2) fully - executed originals be returned to us. Once the Agreement has been fully- executed, we should prepare the legal descriptions required as exhibits to the Right -of -Way Deed and the Sidewalk and Traffic Signal Easements, and then circulate these additional documents for execution by Connecticut General and Teachers. This Tri -Party Agreement ( "Agreement ") is made and entered among SOUTHCENTER JOINT VENTURE, an Ohio general partnership ( "Southcenter "), the MUNICIPALITY OF METROPOLITAN SEATTLE, a Washington municipal corporation ( "Metro "), and the CITY OF TUKWILA, a Washington municipal corporation (the "City "). RECITALS WHEREAS, Connecticut General Life Insurance Company ( "CG ") is the fee title owner and Southcenter is the ground lessee of that certain parcel of land located at the intersection of Strander Boulevard and Andover Park West, in the City of Tukwila, King County, Washington, the legal description of which is set forth on Exhibit A attached hereto and incorporated herein by reference, which parcel is improved with certain buildings and other improvements commonly known as "Southcenter Shopping Center" (collectively the "Mall Property "); and WHEREAS, in order to satisfy certain requirements imposed by the City in connection with Southcenter's proposed expansion of Southcenter Shopping Center to mitigate the impact of such expansion on transportation in the area of the Mali. Property, Southcenter, Metro and the City have agreed to cooperate in the construction and maintenance of a public bus stop on the easterly portion of the Mall Property along Andover Park West, TRI -PARTY AGREEMENT into as of the day of , 1991, by and 1n 1 #3501PJP 082791 which shall include the widening of Andover Park West for bus pull -out lanes, the construction and maintenance of public bus shelters and the installation of a traffic signal at the intersection of Andover Park West and Baker Street; and WHEREAS, Southcenter has agreed to construct and maintain public sidewalks along the southerly and easterly portions of the Mall Property in connection with the foregoing mitigation improvements in order to satisfy future sidewalk installation requirements of the City (the said bus stop, road widening, bus shelter and sidewalk improvements being collectively called the "Project ") ; and WHEREAS, Southcenter, Metro and the City desire to set forth their respective rights and responsibilities with respect to the Project. NOW, THEREFORE, in consideration of the mutual covenants and conditions contained herein, and other valuable consideration, the mutual receipt and sufficiency of which is hereby acknowledged by the parties to this Agreement, Southcenter, Metro and the City agree as follows: 1. Design and Construction of Bus Pull -Out. Southcenter shall cause the widening of Andover Park West with the construction of a bus pull -out (the "Bus Pull- Out ") in accordance with those certain plans and specifications prepared by Center Ridge Design Services, Inc., dated May 24, 1991, revised July 23, 1991 and designated as Plans C -1, C -2, C -3 and C -4 (the "Bus Pull -Out Plans "). The construction of the Bus Pull -Out shall include the pouring of footings for the Shelters described in Paragraph 4 below, the widening of Andover Park West, the demolition of existing and the installation of new curb and gutter, the relocation of certain utilities, the construction of certain sidewalks, and the installation of landscaping, all as shown on the Bus Pull -Out Plans. Southcenter shall submit bids for the Bus Pull -Out to Metro for approval of the contractor to whom the work is awarded and the price therefor, which approval shall not be unreasonably withheld. Southcenter shall be authorized to issue change orders for such work without Metro's approval provided that no change order exceeds $1,000 and all such change orders do not exceed, in the aggregate, $10,000. Within thirty (30) days following completion of such construction and submission of an invoice by Southcenter to Metro, Metro shall reimburse Southcenter for all costs and expenses incurred by Southcenter in the construction of the Bus Pull -Out; provided, however, that the costs and expenses to be reimbursed by Metro pursuant to Paragraphs 1 and 3 hereof shall not exceed, in the aggregate, $230,000. Metro and the City acknowledge and agree that each has reviewed and approved the Bus Pull -Out Plans. 2. Design and Construction of Sidewalks. Southcenter, at its sole cost and expense, shall cause to be constructed public sidewalks (the "Sidewalks ") on the Mall Property along Andover Park West and Strander Boulevard in accordance with those certain Site Development Plans prepared by Center Ridge Design Services, Inc., dated March 13, 1991, revised July 25, 1991 and approved by the City's Board of Architectural Review. (the "Sidewalk Plans "). The Sidewalks constructed hereunder shall not include the sidewalks constructed pursuant to the Bus Pull -Out Plans. 3. Traffic Signal. Southcenter shall design (or cause to be designed) and install a traffic signal at the intersection of Baker Street and Andover Park West (the "Traffic Signal "). Southcenter shall consult with Metro and the City in the design of the Traffic Signal, and the final plans for the Traffic Signal shall be subject to approval by Metro and the City prior to its installation. Southcenter shall submit bids for the traffic signal to the City and Metro for approval of the contractor to whom the work is awarded and the price therefor, which approval shall not be unreasonably withheld. Southcenter shall be authorized to issue change orders for such work without the approval of the City and Metro provided that no change order exceeds $2,000 and all such change orders do not exceed, in the aggregate, $10,000. Within thirty (30) days following completion of the installation of the Traffic Signal and submission of an invoice by Southcenter to Metro, Metro shall reimburse Southcenter for all costs and expenses incurred by Southcenter in the design and construction of the Traffic Signal, including survey costs and costs for geotechnical evaluations and recommendations; provided, however, that the costs and expenses to be reimbursed by Metro pursuant to Paragraphs 1 and 3 hereof shall not exceed, in the aggregate, $230,000. 4. Bus Shelters. Within ninety (90) days from the completion of the Bus Pull -Outs, Metro, at its sole cost and - 4 - expense, shall install and thereafter maintain a maximum of three (3) passenger shelters (the "Bus Shelters ") using the footings constructed by Southcenter. Metro will consult with Southcenter in the design of the Bus Shelters, and the final design plans for the Bus Shelters shall be subject to approval by Southcenter prior to construction, which approval shall not be unreasonably withheld. Upon completion of the Bus Pull -Out and Traffic Signal and installation of the Bus Shelters, Metro shall remove from the Mall Property the bus shelters now in use, repair any damage in connection therewith, and change its bus routes to cease operating buses on the Mali Property. 5. Permits. Upon the submission of an application by Southcenter (or, with respect to the Bus Shelters, by Metro), the City shall issue all building and other necessary permits for the construction and /or installation of the Sidewalks, the Bus Pull -outs, the Traffic Signal and the Bus Shelter. 6. Right -of -Way for Bus Pull -Out. Promptly following completion of the Project, Southcenter shall cause to be executed and delivered to the City for recordation a Right -of -Way Deed in the form attached hereto and incorporated herein by reference as EXHIBIT B (the "Right -of -Way Deed ") granting and conveying unto the City a right -of -way for the purpose of operating and maintaining the Bus Pull -Out over that portion of the Mall Property more particularly described in a legal description to be prepared by Southcenter's surveyor based on an as -built survey of the Bus Pull -Out which legal description shall be approved by the City and Metro and attached to the Right -of -Way Deed (the "Bus Pull-Out Right -of- Way"). The City hereby agrees to accept the conveyance of the Bus Pull -Out Right -of -Way. 7. Sidewalk and Traffic Signal Easement. Promptly following completion of the Project, Southcenter shall cause to be executed and delivered to the City for recordation an easement in the form attached hereto and incorporated herein by reference as Exhibit C (the "Sidewalk and Traffic Signal Easement ") granting and conveying unto the City non - exclusive easements for maintenance by the City and use by the public of the Sidewalks, and operation, maintenance and reconstruction of the Traffic Signal by the City, on and over that portion of the Mall Property more particularly described in a legal description to be prepared by Southcenter's surveyor based on an as -built survey of the Sidewalks and Traffic Signal, which legal description shall be approved by the City and attached to the Sidewalk and Traffic Signal Easement. The City hereby agrees to accept the Sidewalk and Traffic Signal Easement. 8. Consent of Ground Lessor and Mortgagees. Southcenter shall obtain the consent and approval of the following parties to the terms of this Agreement who shall join in the execution of the Right of Way Deed and the Sidewalk and Traffic Signal Easement: a. CG, the fee owner of the Mall Property and the Ground Lessor under that certain Amended and Restated Ground Lease between CG and Southcenter, notice of which was recorded in the Office of the King County Auditor as document No. 851271133; and 6 b. Teachers Insurance and Annuity Association of America, a New York corporation ( "TIAA "), Beneficiary of that certain Deed of Trust, Security Agreement, Assignment of Rents and Fixture Filing Statement encumbering Southcenter's leasehold interest in the Mall Property, recorded in the office of the King County Auditor as document No. 8912280042. 9. Maintenance of Sidewalks. From and after the date of completion of the Sidewalks, Southcenter shall maintain the Sidewalks in accordance with the terms of the Sidewalk and Traffic Signal Easement. 10. Maintenance of Bus Pull -Out and Traffic Signal. From and after the completion of construction of the Bus Pull -Out and the recordation of the Right -of -Way Deed, the City shall be fully responsible for the maintenance of the Bus Pull -Out Right -of- Way and the Traffic Signal. 11. Revisions of Plans. Any substantial changes or revisions in the plans previously approved by Metro, the City, or Southcenter shall be subject to their prior approval. 12. Inapplicability of Shadow Ordinances. The City acknowledges and agrees that no open space or public area shadow ordinance will be applied by the City to prevent the construction of buildings or other improvements on the Mall Property which might cast shadows over or otherwise shade the Sidewalk Easements or the Bus Pull -Out. 13. Floor Area Ratio Calculations. The City 'acknowledges and agrees that no portion of the Mall Property which is 7 subject to the easements described herein shall be excluded from the computation of the total area comprising the Mall Property for the purpose of making any floor area ratio calculations under applicable state or local laws, ordinances or regulations governing or relating to the construction of additional buildings or improvements on the Mall Prpoerty. 14. Traffic Mitigation Improvements. Southcenter agrees to reimburse the City for Southcenter's proportionate share (as described below) of the following traffic improvements to be made by the City as provided in Condition 7 of the Mitigated Determination of Nonsignificance made by the City on June 3, 1991 in connection with the proposed expansion of Southcenter Shopping Center: a. Southcenter shall reimburse the City for one hundred percent (100 %) of the cost of new curbing along the west side of Andover Park West between Tukwila Parkway and Strander Boulevard in connection with the widening of Andover Park West by the City, which reimbursement shall not exceed $10,400. b. Southcenter shall reimburse the City for 8.2% of the cost to improve the Level of Service and pedestrian safety at the intersection of Southcenter Parkway and Strander Boulevard, which reimbursement shall not exceed $12,300. c. Southcenter shall reimburse the City for 22.4% of the cost of widening the north /south left turn lanes at Strander Boulevard and Andover Park West and improving the intersection signal control, which reimbursement shall not exceed $22,400. ti d. Southcenter shall reimburse the City for 12.4% of the cost of improvements to the Andover Park East /Tukwila Parkway traffic signal, which reimbursement shall not exceed $10,540. The reimbursement required under this Paragraph 14 shall be made by Southcenter within thirty (30) days following completion of the improvement for which reimbursement is sought and submission of an invoice from the City to Southcenter. 15. Water Line "No Protest" Agreement. Southcenter agrees to participate in a Local Improvement District formed for the specific purpose of upgrading the eight (8) inch water line in Andover Park West, and hereby waives the right to protest the formation of such Local Improvement District; provided, however, that Southcenter retains the right to contest the determination of the boundaries of the Local Improvement District, the method of calculating assessments in the Local Improvement District and the amount thereof to be levied against the Mall Property. 16. Successors and Assigns. The terms and conditions of this Agreement shall be binding upon and inure to the benefit of Metro, the City, Southcenter, and their respective successors and assigns. 17. No Amendment. Neither this Agreement nor any term or provision hereof may be changed, waived, discharged, amended, or modified, except by an instrument in writing signed by the parties hereto, their successors and assigns. 18. Liability. Each party hereto shall indemnify, defend and hold harmless each of the other parties for all damages and injuries to third parties arising out of or relating to performance of such party's responsibilities under this Agreement, except to the extent of the other party's negligence. 19. Interpretation. This Agreement shall be interpreted in accordance with the laws of the State of Washington and shall be enforced in the Superior Court of King County, State of Washington, which shall have exclusive jurisdiction of matters between the parties hereto. IN WITNESS WHEREOF, this agreement is executed by Southcenter, the City and Metro the date and year first above written. SOUTHCENTER JOINT VENTURE, an Ohio general partnership By: By: THE CITY OF TUKWILA, a Washington municipal corporation Its: THE MUNICIPALITY OF METROPOLITAN SEATTLE, a Washington municipal corporation - 10 - STATE OF OHIO ) ) SS: COUNTY OF CUYAHOGA ) Dated: STATE OF WASHINGTON) ) SS: COUNTY OF KING ) Dated: I certify that I know or have satisfactory evidence that ( of• -1 J. ( is the person who appeared before me, and said pers.bn acknowledged that he /she signed this instrument, on oath stated that he/s#e was authorized to execute the instrument and acknowledged it as a _ general partner • of SOUTHCENTER JOINT VENTURE, an Ohio general partnership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. iopnpl LJJ/)C)m c 2A NOTARY P LIC in and for the State of Ohio, residing ..at . Gc)ce My appointment expires: /64)4//99 • I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of THE CITY OF TUKWILA to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. NOTARY PUBLIC in and for the State of Washington, residing at My appointment expires: NANCY A. LUSTRI Notary Public. State of Ohio My Commission Expires Oct. 24, 1994 STATE OF WASHINGTON) ) SS: COUNTY OF KING ) I certify -at I know or have satisfactory evidence that ;, ,Q� 1 ���t.4 -c j is the person who appeared beforVme and.said erson acknowledged that he /she signed this P 9 9 instrument, on oath stated that he /she was authorized to e ecute the instrument and acknowledged it as the ' ' AAT ��� of THE MUNICIPALITY OF METROPOLITAN LE o be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: cQd /p9/ 442 2. 446AiPit, NOTARY PUBLIC in and.for the tate of Washington, residing at My appointment expires: EXHIBIT A DEVELOPER PARCEL That portion of the Northwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, W.M., King County, Washington, and of the Northeast quarter of the Northwest quarter of said Section 26, and of the Southwest quarter of the Southeast quarter of Section 23, said Township and Range, and of the Southeast quarter of the Southwest quarter of said Section 23, and of the Interurban Addition to Seattle as recorded in Volume 10 of Plats, Page 55, records of King County, Washington, and of Brookvale Garden Tracts as recorded in Volume 10 of Plats, Page 47, records of said County, and of the W. H. Gilliam Donation Land Claim No. 40, described as fellows: Commencing at the Northeast corner of the Northwest quarter of the Northeast quarter of said Section 26, thence, N00 0 12'09 "W along the northerly production of the East line of said subdivision 406.49 feet; thence, S89 °47'51 "W, 30 feet to the West margin of Andover Park West and THE POINT OF BEGINNING OF THIS DESCRIPTION; thence, N87 "W, 526.42 feet; thence, N00 °19'36'E, 178.75 feet to the beginning of a curve to the right of 45 foot radius; thence along said curve 45.96 feet to a point of compound curve; thence along a curve to the right of 122.35 foot radius, 63.68 feet to the southerly margin of Tukwila Parkway as deeded to the City of Tukwila and recorded under Auditor's File No. 5735981, records of King County, Washington; thence, S88 °40'00 "W along said southerly margin 76.15 feet to the beginning of a curve to the right of 1472.39 foot radius; thence along said curve and southerly margin 423.38 feet; thence, N74 °51'30 "W along said southerly margin 407.05 feet to the beginning of a curve to the left of 552.62 foot radius; thence along said curve and southerly margin 185.63 feet; thence, N00 °19'36'E , 1.55 feet to the Northeast corner of that portion of the Southcenter Parkway vacated by Ordinance Number 555, City of Tukwila, and as recorded under Auditor's File No. 6516239, records of said County, said Northeast corner also being a point on a 565.79 foot radius curve concave to the Southeast, through which a radial line bears 504 thence West along said curve and the southeasterly margin of said Southcenter Parkway 282.00 feet to a point of compound curve to the left of 339.07 foot radius; thence southwesterly along said curve 37.76 feet to the most northerly point of a tract of land conveyed to the City of Tukwila by deed recorded under Auditor's File No. 6516243, records of said County; thence continuing southwesterly along said curve and southeasterly margin 312.17 feet; thence, S89 °39'00 "W along said southeasterly margin 17.04 feet to the easterly margin of said Southcenter Parkway (formerly 57th Avenue South) as deeded to the City of Tukwila and recorded under said Auditor's File No. 5735981; thence, S00 °21'00'E along said East margin 438.12 feet to an angle point therein; thence, S00 along said East margin 633.44 feet to the northerly line of State Highway right -of -way; thence, N89° 52'42 "E along said northerly line 5.31 feet to the easterly line of said State Highway right -of -way; thence, S00 °07'181E along said easterly line 136.50 feet to the southeasterly line of said right -of -way; thence, 543 0 25'05 "W along said southeasterly line 6.74 feet to aforesaid East margin of Southcenter Parkway; thence, S00 °23'45't along said East margin 471.45 feet to the beginning of a curve to the left of 50 foot radius; thence along said curve 77.70 feet to a point of tangency on the North line of South 164th Street as deeded to the City of Tukwila by Quit Claim Deed from Southcenter Corporation on 14 February 1963; thence, S89 °26'22 "E along said North line 588.31 feet; thence, EXHIBIT A (cont.) ( I r 589 along said North line 1255.52 feet to the beginning of a curve to the left of 50 foot radius; thence along said curve 79.14 feet to the West line of Andover Park West as deeded to the City of Tukwila by Quit Claim Deed from Southcenter Corporation on 1 November 1962; thence, N00012'09 "W along said West line 1652.93 feet•to THE POINT OF BEGINNING OF THIS DESCRIPTION; excluding therefrom the following described parcel: THE BON PARCEL That portion of the Northwest quarter of the Northeast quarter of Section 26, Township 23 North, Range 4 East, W.M., and of the Northeast quarter of the Northwest quarter of said Section 26, and of the Southwest quarter of the Southeast quarter of Section 23, said Township and Range, and of the Southeast quarter of the Southwest quarter of said Section 23, and of the Interurban Addition to Seattle as recorded in Volume 10 of Plats, Page 55, Records of King County, Washington, and of Brookvale Garden Tracts as :recorded in Volume 10 of Plats, Page 47, records of said County and of the W. H. Gilliam Donation Land Claim No. 40, described as follows: Commencing at the Northwest corner of the Northwest quarter of the Northeast quarter of said Section 26; thence, S89 °40'24'£ along the northerly line of said Northwest quarter 25.00 feet; thence, 500 "W, 10.83 feet to THE POINT OF BEGINNING OF THIS DESCRIPTION; thence, continue 500°19'36 "W, 138.17 feet; thence, S89 "E, 226.00 feet; thence, N00 , 96.00 feet; thence, S89 , 72.00 feet; thence, NO0 , 42.17 feet; thence, 589 , 7.90 feet; thence, N00 36'E , 36.83 feet; thence, S89 10.50 feet; thence, N00 196.00 feet; thence, N89 "W, 406.80 feet; thence, 500 "W, 222.00 feet; thence, S89 10.50 feet; thence, S00 °19'36 "W, 10.83 feet; thence, S89 °40'24'E, 79.90 feet to THE POINT OF BEGINNING OF THIS DESCRIPTION. EXHIBIT 8 RIGHT -OF -WAY DEED This Right -of -Way Deed is made and given this day of , 1991, by SOUTHCENTER JOINT VENTURE, an Ohio general partnership ( "Southcenter "), CONNECTICUT GENERAL LIFE INSURANCE COMPANY, a Connecticut corporation ( "CG "), TEACHERS INSURANCE AND ANNUITY ASSOCIATION OF AMERICA, a New York corporation ( "TIAA ") and TRANSAMERICA TITLE INSURANCE COMPANY ( "Trustee ") (collectively, "Grantors "), to and for the benefit of the CITY OF TUKWILA, a Washington municipal corporation (the "City "). For TEN DOLLARS ($10.00) and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantors hereby convey and quitclaim to the City, without warranties of title, a right -of -way for highway purposes over that property being in the City of Tukwila, King County, Washington, more particularly described on Exhibit A attached hereto and incorporated herein by reference (the "Bus Pull -Out Right -of- Way "), which is a portion of that property known as "Southcenter Shopping Center," more particularly described on Exhibit B attached hereto and incorporated herein by reference (the "Mall Property "), for the purpose of constructing and maintaining a public bus pull -out lane (the "Bus Pull - Out "). In the event that any part of the Bus Pull -Out Right -of -Way granted herein shall be abandoned or ceases to be used for the Bus Pull -Out, then as to such part the right -of -way conveyed 1 #351 /PJP 082791 herein will terminate and title to such abandoned or unused portion of the Bus Pull -Out Right -of -Way shall automatically revert to the Grantors herein, their successors and assigns, without notice being required. The terms and conditions of this instrument shall be binding upon and inure to the benefit of the City, Grantors, and the respective successors and assigns. The right -of -way conveyed herein is for the benefit of the public, and the burden of the right -of -way conveyed herein shall run with the title to the property subject thereto, and be binding upon Grantors, and their successors and assigns. CG joins in this instrument as the fee owner of the Mall Property for the purpose of conveying the Bus Pull -Out Right- of-Way and agreeing to amend the Ground Lease described below. Southcenter joins in this instrument as a Grantor hereunder solely to subordinate the leasehold estate in the Mall Property conveyed in that certain Amended and Restated Ground Lease (the "Ground Lease "), notice of which was recorded in the office of the King County Auditor as Document No. 85121711 to the Bus Pull -Out Right -of -Way. TIAA joins in this instrument as a Grantor hereunder for the purpose of directing Trustee, as trustee under that certain Deed of Trust, Security Agreement, Assignment of Rents and Fixture Filing Statement recorded in the office of the King County Auditor as Document No. 8912280042 (the "Deed of Trust "), to subordinate the Deed of Trust to the Bus Pull -Out Right -of -Way to Southcenter. - 9 - Trustee joins in this instrument as a Grantor hereunder to subordinate the Deed of Trust to the Bus Pull -Out Right -of -Way. IN WITNESS WHEREOF, grantors have executed this instrument the day and year first above- written. SOUTHCENTER JOINT VENTURE, an Ohio general partnership By: CONNECTICUT GENERAL LIFE INSURANCE COMPANY, a Connecticut corporation By: TEACHERS INSURANCE AND ANNUITY ASSOCIATION OF AMERICA, a New York corporation By: By: Its: Its: Its: TRANSAMERICA TITLE INSURANCE COMPANY Its: STATE OF OHIO ) ) SS: COUNTY OF CUYAHOGA ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the general partner of SOUTHCENTER JOINT VENTURE, an Ohio general partnership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: STATE OF COUNTY OF ) SS: NOTARY PUBLIC in and for the State of Ohio, residing at My appointment expires: I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of CONNECTICUT GENERAL LIFE INSURANCE COMPANY, a Connecticut corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: NOTARY PUBLIC in and for the State of , residing at My appointment expires: STATE OF COUNTY OF ) SS: I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of TEACHERS INSURANCE AND ANNUITY ASSOCIATION OF AMERICA, a New York corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: STATE OF COUNTY OF Dated: ) SS: NOTARY PUBLIC in and for the State of , residing at My appointment expires: I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of TRANSAMERICA TITLE INSURANCE COMPANY, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. NOTARY PUBLIC in and for the State of , residing at My appointment expires: EXHIBIT C SIDEWALK AND TRAFFIC SIGNAL EASEMENT This Sidewalk Easement is made and given this f1352/PJP 082791 day of , 1991, by SOUTHCENTER JOINT VENTURE, an Ohio general partnership ( "Southcenter "), CONNECTICUT GENERAL LIFE INSURANCE COMPANY, a Connecticut corporation ( "CG "), and TEACHERS INSURANCE AND ANNUITY ASSOCIATION OF AMERICA, a New York corporation ( "TIAA ") (collectively, "Grantors "), to and for the benefit of the CITY OF TUKWILA, a Washington municipal corporation (the "City "). For TEN DOLLARS ($10.00) and other valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantors hereby convey and quitclaim to the City, without warranties of title, the following non - exclusive easements: 1. An easement for the construction, maintenance and use by the public of public sidewalks over that property more particularly described on Exhibit A attached hereto and incorporated herein by reference (the "Sidewalk Easements "), which is a portion of that property known as "Southcenter Shopping Center" more particularly described on Exhibit B attached hereto and incorporated herein by reference (the "Mall Parcel "). The right of the public to use the Sidewalk Easements shall be subject to the reasonable right of Southcenter to regulate or control any activities which may, in Southcenter's reasonable discretion, present a threat of harm to persons or property, nuisance, annoyance, disturbance, or . breach of the peace on the Mall Property. - 1 - 2. An easement for the purpose of constructing, repairing, altering or reconstructing street traffic control improvements consisting of, but not limited to, signal poles, heads and mast arms, controller, controller cabinets and electrical service cabinets, electrical conduit and loop detectors, and junction boxes, over that property more particularly described on Exhibit C attached hereto and incorporated herein by reference (the "Traffic Signal Easement "). The City shall use the Traffic Signal Easement in such a manner that the private improvements existing in the Traffic Signal Easement shall not be disturbed or destroyed, or in the event they are disturbed or destroyed, they will be replaced in as good a condition as existed immediately before such disturbance or destruction. The terms and conditions of this Easement shall be binding upon and inure to the benefit of the City, Grantors, and their respective successors and assigns. The Sidewalk Easements are for the benefit of the public, and the burden of the Sidewalk Easements and Traffic Signal Easement shall run with the title to the Mall Property, and be binding upon Grantors and their successors and assigns. CG joins in this instrument as a Grantor hereunder for the purpose of subjecting the fee interest in the Mall Property to the easements conveyed herein. Southcenter, the owner and holder of a leasehold interest in the Mall Property pursuant to that certain Amended and 2 Restated Ground Lease, notice of which was recorded in the Office of King County Auditor and Document No. 85121711, joins in this instrument as a Grantor hereunder for the purpose of subordinating its leasehold interest to the easements conveyed herein. TIAA joins in this instrument as a Grantor hereunder for the purpose of subordinating its interest in the Mall Property as Beneficiary under that certain Deed of Trust, Security Agreement, Assignment of Rents and Fixture Filing Statement, recorded in the office of the King County Auditor as Document No. 8912280042, to the easements conveyed herein. IN WITNESS WHEREOF, grantors have executed this instrument as of the day and year first above written. SOUTHCENTER JOINT VENTURE, an Ohio general partnership By: Its: CONNECTICUT GENERAL LIFE INSURANCE COMPANY, a Connecticut corporation By : Its: TEACHERS INSURANCE AND ANNUITY ASSOCIATION OF AMERICA, a New York corporation By: Its: - 3 - STATE OF OHIO ) ) SS: COUNTY OF CUYAHOGA ) I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized•to execute the instrument and acknowledged it as the general partner of SOUTHCENTER JOINT VENTURE, an Ohio general partnership to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: STATE OF COUNTY OF ) ) SS: NOTARY PUBLIC in and for the State of Ohio, residing at My appointment expires: I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of CONNECTICUT GENERAL LIFE INSURANCE COMPANY, a Connecticut corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated: NOTARY PUBLIC in and for the State of , residing at My appointment expires: STATE OF COUNTY OF Dated: ) SS: I certify that I know or have satisfactory evidence that is the person who appeared before me, and said person acknowledged that he /she signed this instrument, on oath stated that he /she was authorized to execute the instrument and acknowledged it as the of TEACHERS INSURANCE AND ANNUITY ASSOCIATION OF AMERICA, a New York corporation, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. NOTARY PUBLIC in and for the State of , residing at My appointment expires: Design 12 , c :4 11NIUJAM SLIITH 2 Center Ridge Rd. - suite 185 CLEVELAND, OHIO 44145 (216) 892-9925 Fax (216) 892-9529 . 1000 Watt Arm Mounted Outdoor Luminaire Quality Lighting A Division of LPI Limited Partnership design 127 Actual un- retouched photo shows cutoff achieved with Quality Lighting's advanced performance tech - nology, which reduces otherwise wasted light that is directed upward, producing better uni- formity and reduced glare Setting the Performance Standards for Today's Lighting Practices Success through Innovation, Quality Lighting continues to build its busi- ness on the principle of developing new performance standards. Perfor- mance is judged on two criteria; the ability of a lighting system to provide good quality light and achieving that quality light with the fewest number of poles and fixtures necessary. Since 1965, Quality Lighting has been a major force in outdoor area lighting. Starting with Quality's pioneering efforts in the develop- ment of Cutoff Luminaires, Vertical Lamp 'Ibchnology and continuing on with innovative methods to reduce reflective glare and increase lighting efficiencies. ate• - vftt The combination of compound curves and hammered reflector finish produce either a rectangular or a square distribution i n Quality Light hug's un ique VI? and VS reflec- tor systems. Vertical vs. Horizontal Lamp Technology Vertically mount- ed lamps have been proven to be the best way to il- luminate large area applications. The =` conventional hori- zontal mounted lamp as designed for roadway ap- plications is just not effective for area lighting. In the horizontal position, the bot- tom half of the arc tube is not surrounded by a reflector surface, pro- ducing hot spots directly beneath the • fixture and poor uni- formity (high maxi- mum to minimum ratios). Vertical mounted lamps, combined with Quality Lighting's performance designed reflector systems, give you precise distribution patterns and almost unlimited flexibility in meeting the needs of any area lighting situation. New Generation Vertical Lamp Technology For the first time rectangular and square distributions have been achieved through the use of vertical lamp reflector technology, without the use of horizontal lamps, refractors or prisms, Quality Lighting has pro- duced the first truly rectangular and square shaped distributions. What this means to the industry is less glare, and better uniformity together in either a rectangular or a square distribution. Quality Lighting's New VR and VS Reflector System now do away with both annoying and wasteful problems associated with other lighting technologies, by designing high performance, cutoff luminaires employing vertically mounted lamps in unique, patented reflector systems. • • VR /VS Vertical Rectangular and Square Distributions The unique crossover distributions of the VR and VS Reflector Systems fill in the rounded outer edges of the traditional asymmet- rical and symmetrical patterns produc- ing true rectangular and square shapes. Producing more light further from the fixture than any reflector system. The VR and VS Reflector Systems pro- duce distributions that conform perfect- ly to today's standard 60' park- ing lot isles. When rotated properly the VR and VS give the designer greater ability to utilize larger multiples of the 60' increment. Above: Two VR's per pole producing a rectangularshaped distribution. Fbur VS 's per pole producing a square distribution. VR and VS Reflector Performance Reduces Installation Costs over 30% Never before have optical systems offered such unique distributions. Compare the results in the installations below . adapted from actual lighting layouts in which 50' poles normally spaced 240' apart can now be spaced 300' apart. Result: You can use fewer poles employing the ' VIZ and VS Rectangular and Square Distribution Reflectors as compared to designing the same installation utilizing Symmetrical Distribution Reflectors. Resulting in: • Better utilization of lumens; , • Less Pattern Overlap; • Better control of the light outside the area. •Optical Syst� Type VR— Vertical Rectangular A Rectangular Distribution is pro- duced from a Vertical Mounted Lamp. Field rotatable 90° within housing. Main beam orientation in- dicated by label to fixture. 4- Type VS— Vertical Square A Square Distribution is produced from a Vertical Mounted Lamp. Type V— Vertical Symmetrical ,.. /.4• A Symmetrical Distribution is pro- � . ��-"' duced from Vertical Mounted Lamp. 14iii► Type F— Forward Throw Distribution A Oneway Distribution is produced from a I lorizontal Mounted Lamp. Rotatable 90° within housing. Stan- dard reflector orientation is F. Refer to ordering information for options. Quality Lighting Offers Three Engineering Services 1. Complete in -house computer design services. 2. Quality Lighting photometrics on IBM continuable disk in IES format. 3. Quicklimp: An outdoor lighting software available to Quality Lighting customers capable of producing accurate lighting layouts. Layouts that call for multi- ple pole locations and multiple fixtures per pole (at any height, tilt or rotation) can be printed to any desired scale. Photometric data is easily accessed through Quick - Thmp's menu driven format. We're sure its capabilities will help streamline the design of your next lighting project.. Let a Quality Lighting representative in your area demonstrate Quickllmp's capabilities as they relate to your lighting design needs. • Featu re an d Benefits Designed for Ease of Maintenance Access to the lamp, the ballast compartment and arm installation bolts is achieved easily and quick- ly by unscrewing the cap- tive screw latches. Rotatable Hinged Reflectors The VI/ and F optical systems are rotatable 90° within their housings. "Quick Mount" Saves Installation Costs Quality Lighting's new mounting arm design simplifies installation procedures, allowing fixtures to be installed by a single operator. Cap- tive threaded studs in the mount- ing arras mean no loose pieces to assemble before securing arm and pole together. Bolting the mounting arm to the pole is further simplified by the use of a nut plate which holds the mounting nuts together in a single unit. All gasketing has been applied to the mounting assemblies at the factory so the fixture is installed directly to the mounting arm. Longer Component Life Through Cooler /Cleaner Operation The silicone - impregnated Dacron® gasketing system completely seals out moisture and dust while allow- ing the fixture to breath during energizing and de- energizing. The Superior Protection of PPG Industry's Compliance Coatings Every Quality Lighting fixture receiving our standard bronze finish shares the benefit of the same technology that has provided lasting protection and beauty to the extruded aluminum exteriors of the nation's skyscrapers. PPG Industry's Polycron® III, high solids, architectural coating provides good color permanence, corrosion resistance, and impact /mar protection. 1. Pretreatment 2. Primer 3. Base Coat 4. Top Coat Protection above the Required Going beyond the specifications for ap- plication for Polycron® III, all Quality Lighting fixtures are pretreated and primed to provide environmental stabili- ty and corrosion resistance- features that are a requirement only for seaboard and high corrosive environments. A base and topcoat of PPG Industry's Polycron® III, IHIigh Solids Thermal Setting Polyester is then applied by licensed technicians. Oven curing activates a cross linking of molecules that chemically bonds pre- treatment to primer and pruner to topcoat. Once heat cured the Polycron® III coating will not reflow with future ex- posures to heat. This extensive process creates an exterior finish that meets or exceeds all AAMA performance requirements. • . pp gag . _ on on RI r lions Sa8 JO II Sa8 JO MEM MOM • . IN IMMO L 1 •. ZO 10 11 , ;pi � /�� N' 90• of OW Or 9t' i �'t �t't 0't rfiniglez on 09'1 091 uweeNaNUrnowNtnwieta � • • M!1• tNOi�ft' .; ' t111O1fi10flufffNlM . 11 l sl�i1fla$ lOW IDO ff1lHiMitf�Ak 0110f11N1YJ : , ;11u1O NOWWUNN ' QO 11' or Erespagitu - LO' OZ' DE : N 99' 68' Ott 09'0 Ot'0 t tt s9 a o9 s igiffirom . . t 8 t NIl1O1�lOINLIN10um3aM f101rnan119NO1 uL MO •09 ntIINrONmo4 N ,UIOIYHOfN1NOO I1O$ 1IOtff S LIW '?`O31t111Yf 1O1fl WOJ flN /ice =ON OOl1OYJ 1Y1NOZNOH1YUIIN Z0' 90 Zr ` mous .. or, , • r e WU9 U /�-- jy N10NN� NNTNLLIIONI1D111AL F001CANOLE$ATU$TEO NOUNTfNO NENN111 ■ 50r 40 r 30 r LONWTUONIALOaO11�CEM1 i MGT f 111111111 NNTNLLIIONI1D111AL F001CANOLE$ATU$TEO NOUNTfNO NENN111 CATNLOON0s1V4 VNi1P$1N11 main Beam OIIAINUImON RECWmUIM A NEPONTN0.:111N1 50r 40 r 30 r LONWTUONIALOaO11�CEM1 i MGT f 111111111 NS AL HORIZONTAL CAWO0 NO.:12Ff VR.MP$.1000 Main Beam 910111 MGM REPORT NO.: 4_ -► 50' �r LOINUfl10N1ALOI$TAN 111NOU1fTINOIR3GHTS ritsimirsi 3.0 9.83 BM 1 .2o a6 . MON �11ALNONIZONTJ>L: CAf FO OICINNILESAT r0I$ I1Jt10II: NOINITNIOHENNIT$ .:.: REPOITH0.:LIUN 50r �r . . _ OIi1A1�CENIM011NTINIIWGH15 a 7.0 14.0 17.1 NEM , I.6 5.10 1.0 Win , 2A 1.0 .31 � / .16 .10 .S � .06 .02 .01 r - • RIITUIL HORIZONTAL CIRAW0 N0.: IE}TI VS-KPS -1000 FOOICANOIff AT U$1EO OISTNIUTNW: SQUARE MOUNTING HEIGHTS REPORT 110.:1151900 50' 40' WN0nV01NALWSTAI ICEIN MOUNTING HEIGH a 8.8110. F4iiAIIi X 26 3.0 �VA 67 2.01 1.20 1.00 .18 .10 = ,p� 4 .08 .05 - BE .06 .03 , 5 11ImAL NORG7ONTAL CATALOG N0. 131194540 FOOTCANOU$ATU$TEO =UMW MUM MOUNTING HEIGHTS REPORT N0. 151110 50' 40' LO NGITUONI ALONCTAIICEINMOUNTINOHEIGHTS 5 8.50 13.12 22.6 _ � 1/InII 3. 3.08 �,�,,,�� 3.0 2.34 1.98 1.43 1.06 . .70 _ __ 1.0 .82 .40 � .45 .30 .20 Ia. .27 .15 .10 .14 .10 .05 • Eli ATUSIEO 0111111111111111e NouuiaUHeIHTs WONTUI.Wi 50' 40 30' LONGITUOUIIIOIWIICENIMOW� INO HEIGHTS E 3.60 &60 8.08 jJjjj,Jj 2.00 2.68 2.39 EW , 1.00 .8S .88 �„ _ .50 .42 .32 drain .26 .16 .11 .15 .11 .07 .10 .08 .04 '� .06 •a . per pole multiply ■■ �es � number of f ixtures. Ordering Information Example 127 -27 VR DESIGN REFLECTOR F 1000 HPS 208 WATTAGE ORIENTATION LAMP How to Order To order: Create Your Own Design 127 by using the following specifi- cations and options below. See example. Design Number 127 -27 Reflector Guide VR— Rectangular Distribution VS— Square Distribution V— Symmetrical Distribution F— Forward Throw Distribution Orientation (VR Reflectors lop View) Standard (F Reflectors 'Rip View) Options FDFD Standard L R Wattage 1000 Lamp MH —Metal Halide HPS —High Pressure Sodium Primary 120, 208, 240, 277, 480 Fusing FD -120V, 227V Fusing FDFD -208V, 240V Double Fusing FDD -480V Double Fusing Modifications PCT -Photo Cell SF-S-2" External Slip Fitter EMQZ — Quartz restrike - consult factory PCT BG MODIFICATIONS FUSING COLOR PRIMARY ; CONFIGURATION (When specifying: Main beam orientation must he indicated on plans and specifications.) Color Options Standard Finish is P.P.G. Polycron® III, 293 Bronze, high solids baked enamel. Optional color finishes are of architec- tural quality baked enamel. Colors shown are approximations of true colors. HZ 51. BG Bronze Sliver Burgundy (Standard) Configurations ❑ t per pule 0 "0 2 per pole o no • . per pole 0..0 4 per pole 0 Physical Data Weight 77 lbs. Projected Area (EPA) 1 fixture = :3.9 EPA 2 fixtures at 180 = 7.8 EPA 3 fixtures at 120 = 9.0 EPA 4 fixtures at 90 = 12.48 EPA Ballasts Metal Halide. C«A units to provide +10% lamp power regulation with +10% variation from rated input voltage. lligh Pressure Sodium, N.P.S. ballasts operate lamps with ANSI trapezodial limits. All wiring within luminaire shall carry 80% rated current and be listed by U.L. for use at (illO VAC. 6.5 • 27" - • _H 7.0" 6.25 " --- SF-S-2" External . Slip Fitter GB Az Azure Gary White Black Standard WII 111< 15" 31/a" Ms. Denni Shefrin City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Denni: cc: T. P. Schmitz ?AY CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS August 6, 1991 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145-4122 216-871 -4800 RE: Southcenter Shopping Center Attached for your files are two (2) copies of our revised Site Plans L -1 through L -5, dated 7/25/91, which have been modified to show the twelve (12) additional landscaped islands as required by the Board of Architectural Review Approval. Typical end islands will be constructed as shown on the "Landscaped End Island" detail on Sheet L -5. I am also enclosing information on the lighting fixture which we are proposing to install at Southcenter. It is our intention to replace, over time, the existing 40' poles and single 400 watt fixtures with new 40' high poles and double 1,000 watt high pressure sodium luminaires. We believe this modification will substantially improve the lighting levels at Southcenter. With the exception of two poles which must be relocated to accommodate the mall expansion, all light poles will generally remain in their current locations; however, minor adjustments will be made as required, to insure proper alignment with parking bay spacing. I trust that this information, along with the foundation lighting information previously furnished, satisfies the two conditions of approval imposed at that July 11, 1991 Board of Architectural Review Hearing. Please advise if you have any questions or require any additional information. I would also like to take this opportunity to thank both you and Jack for your efforts and guidance as we worked through the approval process. As I stated at the BAR Hearing, I believe that the end product was far superior to what might have been proposed without the continuous dialogue and exchange of ideas. Sincerely, CEN R RIDGE DESIGN SERVICES, INC. Stephen G. Molu e D C tit 1 II Y. ' ■ • +� 0 AUG 08 891 CITY ur T unvvuLA PLANNING DEPT. August 1, 1991 MERVYN'S VIA FAX #206 -431 -3650 Ms. Denni Shefrin City of Tukwila Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98108 RE: Mervyn's - Southcenter Shopping Center Tukwila, WA Dear Denni: Scenario #1 22301 Foothill Boulevard Hayward, CA 94541 (415) 538 -8800 Writer's Direct Dial Number (415) Thank you for returning my call this morning and taking some time to discuss my plight relative to the proposed Mervyn's building at Southcenter Shopping Center. Pursuant to our discussion, attached please find the two site plan scenarios I spoke to you about. I have provided you with a brief discussion of each below: This scheme would be the most acceptable to Mervyn's. By diminishing the roadways along the east and west frontages of the Mervyn's building to 25' in width, the columns and entry canopies can be easily accommodated. This provides ample, unrestricted access to the Mervyn's store by our customers, allows plenty of room for two -way traffic flow of automobiles around the building and still meets the minimum 20' width requirement for fire truck access. AUG 0 5 1991 i Scenario #2 This scenario also presents an acceptable solution to our predicament. By allowing a gentle widening of the perimeter sidewalk at the east and west entries, the entrance canopy and columns can be easily accommodated, ample access for pedestrian traffic can be had and the drive aisles around the building will remain 28' in width for most of the east and west sides of the building narrowing to 25' only at Mervyn's entry. In both scenarios, the curbs will be painted or designated as no parking, fire lane areas per the requirements of your local codes. As I mentioned to you, if neither of these scenarios is acceptable, Mervyn's will be forced to redesign the entry canopies which will more likely than not require a trip back to the B.A.R. and essentially eliminate any possibility of Mervyn's being able to open this store in October 1992. Unfortunately, due to our Corporate policy of opening stores on only three specific dates each year, Mervyn's would be delayed until March 1993 to open this building. Please review these schemes with your staff and the fire marshal and provide me with your comments at your earliest opportunity. Again, thank you in advance for all of your help. si ncerel y O i ott L tit sser Sr. Site r evelopment Administrator SLS /sks Attachments cc: Dick Davis Ron Hand - Leo Daly via fax # 602- 381 -1456 1. NK otlifAtsisv. St0E3•1.maspN S Sad lifilo ti CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA. WASHINGTON 98188 July 15, 1991 Mr. Steven Moluse Center Ridge Design Services 25425 Center Ridge Road Cleveland, OH 44145 RE: Notice of Decision by the Board of Architectural Review File Number: 91 -04 -DR This is to confirm that the Board of Architectural Review (BAR) approved your project's design as presented on July 11, 1991. (The Conditions are listed on Attachment A.) The BAR also adopted the findings and conclusions contained in the Staff Report dated June 18, 1991. Any changes to the specific design approved by the BAR will require further BAR approval. Minor, incidental changes may be administratively approved by the Director of Community Development. The decision of the BAR is not final until the appeal period has elasped, which is ten calendar days after the above date of decision. Appeals must be filed in writing to the City Clerk by 5:00 p.m. on the final day of the appeal period. Where the final day of an appeal period falls on a weekend or holiday the appeal period will be extended to 5:00 p.m. on the next work day. If you should have any question regarding this project, please feel free to write or call. Sincerely, 612)q,k/ Denni Shefrin Associate Planner Attachments cc: Doug Johnson, Metro Richard Davis, Mervyn's Ro Shroff, Leo A Daly NOTICE OF DECISION PIIONE q (206) 433.1800 Gary L. VanDusen, Mayor EXHIBIT A CONDITIONS OF APPROVAL FOR DR -4 -91 (Southcenter Mall Expansion /Mervyn's) 1. The landscape plan shall be modified to provide additional landscape islands as shown by the landscape plan attached. The purpose of the modifications is to break up large existing paved areas. 2. A lighting plan showing lighting details for the parking lot, walls, walkways and at all entries shall be submitted and approved by the Planning Director. ............ y, ;1 'i I .: ..1; •,,g; :'... • Irratocammat IMO% MINI 71 GFRC COPING z BRICK TYPE 2 / / BRICK TYPE 1 ENTRY ELEVATION 1 /4"=1'-0" BRICK MEDA LION PAINTED ALUM. & GLASS STOREFRONT LIMEST( LIMEST( STON E MIAMI ION ;:i111111V1111111E1111111011111 ,, z. .......... PAINTED ALUM. & GLASS STOREFRONT LIMESTONE E TYPE 1 LIMESTONE TYPE 2 STONE M E DA LION ••••••■■111. GF RC CONC. COLUMN COVE c EAST ELEVATION SCALE= 1 /8"= 1 r-O" TRUCK DOCK NORTH ELEVATION SCALE= 1 /8"= 1 '41" T/COP1NG 5V-0" r ' • • • •••••i:, .4r • .. ±: • -r. • • es • ri • LIMN STONE SURROUND SEE DFIA11, SIINET 2 I 1 1 INTERNALLY ILLUMINATED MERVYN'S SIGN 7 BRICK TYPE 1 BRICK TYPE 1 BAND PROJECTED 1/2" i■hi7 ; • -, -•;'•!‘ CA' PA, ST ri Base Cov> - Ulb4■/HH BuyLine 6299 Wall CycLoops 2174 Bollard CycLoops 2171 Original CycLoops 2170 -9 Original CycLoops,2170 -13 A Series of Attractivl;,and Foctionai Bicycle Racks from t Makers of TimberF"' m Site Complements Additional Information, Prices and Ordering An international network of local representatives is available to assist you in pricing, specifying or ordering CycLoops bicycle racks. Representatives will be pleased to provide detailed installation drawings and color samples. Original CycLoops bicycle racks in all lengths and in several colors and the galvanized finish are available from stock for prompt shipment. Designer - colors and stainless steel models may require a production lead -time of up to four weeks. For the name and phone number of the representative serving your area call toll -free 1- 800/547 -1940. Our facsimile number is 1- 503/223 -4530. TimberForm PlpeLeaner'" & Bollard One of the TimberForm Manor' series Other Products In addition to CycLoops, Columbia Cascade Company is the manufacturer of TimberForm® site complements and PipeLine® and TimberForm® playground equipment. Comprehensive specifier catalogs for site or play are available upon request. A sampling of several families of site furnishings can be seen in our Sweet's Catalog File 02870 /COL. CycLoops bicycle racks can be color coordinated to complement any of these products. afi Columbia Cascade Company 1975 S.W. Fifth Avenue Portland, Oregon 97201 -5293 U.S.A. Telephone 503/223 -1157 Facsimile 503/223 -4530 Suggested Specifications 1. Manufacturer Bicycle rack(s) shall be CycLoops'" Model No as manufactured by Columbia Cascade Company, 1975 S.W. Fifth Avenue, Portland, Oregon 97201 -5293. 2. Material a. Powder Coated and Galvanized Versions Rack(s) shall be formed from ASTM Schedule 40 steel pipe. b. Stainless Steel Version Rack(s) shall be formed from ASTM Schedule 40, TP304 stainless steel. 3. Finish a. Color Coated Version ( -C) Rack(s) shall be coated after complete fabrication with CASPAX -7, a colored polyester coating applied to a thickness of four to five mils. Epoxy or lead containing powder coatings are not acceptable. Preparation of the steel substrate shall incorporate the phosphate system. Substrate preparation shall consist first of mechanical cleaning to remove heavy mill scale, varnish, rust and grease; followed by chemical cleaning per TT- C -490C, Methods I and III. After cleaning and prior to the application of the final colored powder coating, the steel substrate shall receive a corrosion - inhibiting iron phosphate coating per TT- C -490C, Type II. The color coating shall be applied by the electrostatic method and then oven -cured at 400 degrees Fahrenheit to chemically bond the coating to the metal substrate. The color shall be (here list CASPAX -7 color number). b. Galvanized Version ( - G) Rack(s) shall be hot -dip galvanized after fabrication. c. Stainless Steel Version ( - S) Stainless steel Rack(s) shall be satin finished. 4. Installation Method a. Direct Embedment Rack(s) shall permit embedment in concrete to a minimum depth of 10" (Original CycLoops) /or/ 27" (Super and Bollard CycLoops) below finished grade. Prior to application of the finish, each embedded leg shall be factory drilled to accept a 6" long No. 4 steel reinforcing bar (contractor supplied) horizontally inserted 3" from the base. b. Surface Mount Rack(s) shall include a pre - drilled flange welded to each pedestal mount base which will accommodate four aggregate- mounted 1/2" bolts (contractor supplied). An aluminum base cover shall be supplied for each leg in the matching CASPAX -7 color or anodized if galvanized or stainless. c. Wall Mount Loop shall include a pre - drilled flange permanently welded to ends which will accommodate two wall - mounted 1/2" anchor bolts (contractor supplied). CycLoops Models Original CycLoops Model No. 2170 -5 Five 3'3' 2170 -7 Seven 5'3" 2170 -9 Nine 7'3• 2170 -11 Eleven 9'3+ 2170 -13 Thirteen 11'3+ 2170.5 2170 - 9 2170-11 2170 -13 Super CycLoops Mode; N0. Max Bic: 2175 -8 Eight 2175 -10 Ten r 3 6 7 8 2175-10 Bollard CycLoops 2171 2172 2173 2171 2172 Wall CycLoops Model No One Mounting Vag li One Two Three • 2174 2174 Vertical Horizontal . Length 6'5 2113 t'r H.I.D RECESSED 10" Ellipsoidals lead, .43enatioriclarigref IM9'.J, -;.•••;.: 'AdVitable'sOCket for ProPir.iariid .v-0.1 73bsitionindexact: beam cohlibL•re,,: inal vIewIng crigneS Exceieeitt%htij;"..`.;.black'earieCar:bideforOotkid 4 , 1 ,,-; • DieCait aluminurrIplaster. frame for ,.. J -., - ,V , .': cutoff. For complete specifidcitions. . • ;7r$ ._'• 6a ... , .,,, : and photOrnetrics• see Capri Speci::?...46E ,, ,,, , , .140,!....0 'fifaii7thg ,brackets Provide '3 7/2": .''... Sheet Binder. ':' i '' ' : ' '' .;:i..'..;. * . . 1-1.P 2 e 0 r,r ;7 1 7 c. V) r): f u fa a 4f i c' i. ii4rtriiate , - I:adjustment toaccom-' • • • • '' ; 4 .... ;...... .... . ,... . ,.i . ,, ,,, : „ . , ...:,..' ....,,,, •,..• .- ..,f .....:,.. ..• . ,-.,,,,,'..,....•,' ; . ..F .,.. 1 ,..P (6 ,1 , , ,..1 16 cliarl o .0 . •, standcld 4vg, ::'. ,- " • ••• f ... :•,•,.., ...•.., ,e•tNr: ,„ (4, c ,, .,,......". Thr i•OLikted for Damp Locations and • ough Branch Clroult Wiring. ...- ., .4., ...- '. '.:ariou s ,...„ ,...... iv. co .;..:. 7 .i ltio , „,. •,'..', •• ;. :. . 1,',...::',::::r., ...' r, •.ek i, ,o. ._. r14,1 ,.o.P - "..N : j./ .....mio,T . 41,,z . :.,. . • • .. • : .•' i'n• ., ..t." 7' ' !:',:"..:•:'.• .::. .:.. TW ggli n9 the center ot thedperture•to Urnlght'otItAika . vide d bread beam spiead:whivad11144Iardcifq concealing the light source `at nor-viit'4 s . 1 7 • • •• • • , • 7 25oW MH0740221r PAHO7•T023ItONTMMOWIMHO7•T024K Mercuni %Pot: E28... 4 Y : ,:'; 1,, - ; , :‘•:1 i•i:;')0 ::::. ..i...:',': .: ir . , i : - .•;.::::„:.!•;:li: cc .i''.:c.:4.• t ' ..., :. 175W :. ,f,' .7023W10:2D4V,11,14,,„V,V,I,MV06•1'024! ' , ",,:::: '`:::: .,.....).. .- . 250W 9. MV074022 S46*.;!6•, ' , •, ,;: -. 4 ; mV07402, 4 • ,. High Pressure Sodium: E2,31/::.',!..',',i;iitAiAttla,..41n0404011Arc110104,VOWswv,,;4454:01:cre: 4 ,,, , 150W* 1:.H$064022:ii„%iliitc...; 24 '',... i iq't". HS06-T021'.;'i ' t!' .,, • Fce S-55 OM C', ,:',-,' ,-,-;.ziW .1 ,. ; y4....a., t t! . 1,■:7' =,1; ' e ",... e. i'..; 11 „; ., .4 ' ' '.■ " ' ' ■,, '''-' .1 ' , •I'rf....A 7„ ::::‘ :: l %... 31(Vider4.40 • MON 200 .5C0 tdokandl51 * t ‘tir' f, , ,i ; ' , .. , ..4 .1 . , , , ,. ';:.. ...., . '''- ; ":.•'•:• ":' 0'04 . ....- 607 0-Channel Bar Hongers ''. CH48 OYelskesiTrirn RIng'.721 OD ; '..• - 0143 .:• '•:.,'...::•:. '• . ... • • ••1 9Fl i r#!34 .1 .;',4;=;*.nr.‘ . ' • ; - 2 !• - •.' Add';ilitile istiidliekiwtadesked product riuniber,.; ,:.- • Slope AdaPter (liP to 35°) ' .' Fusing ,;• 'f l':-..:...y..... , ....,; . - FS . • ,.. ,• , .: •,;',,, . •'. - - - Consult Factory Ernetgariay.6iiduit Socket • .. 04th Leads ;, ,, .,.0.7., .::. . .ii, - EC Etnergency:Irc :t:Yerl:: ,..,..r.!1 .; ..,,,,. •• Hot Restrike Switch.: ..:` • .:.;',:"; ,....,,:Tar Mercur yyapor or %,... . '• ' Metal Halide: ..,,,•,;..:. -;.-.-'.; .. - EC1 .ci. For 15ow HPS :: '-',. . • - EC5 , . ... .. . ! • ..,...• ..'..‘,.. Pt. 147.47e..3.4t- ,Lsrfrew . 4 • : • . MH06•1021K •-• ; , MH074021K ' 1119 ,• , 5 • 100 Aotos-renk slt ; . 175W CID MET HALL . 70.50.20 loneciarese 0.7mainterencotixta Rnd loan cr.° . 2. Rood cane to t: 3. Redd down itx " tkluvonoquhed ;0". 7‘ • • • ' EC1 •' Des' cdplion • Features Multiplier reflector lsdeslgr,ed to provide an efficient even spread of fight from E-lamps, with low bright- ness at the ceiling aperture Reflec- tors available In clear or gold Alzakz. Black baffle provides additional shielding from glare at the,aperture For complete specifications and • photometric& see Caprl Spec. Sheet. Binder. , . ' • • c • • •-•• - : .•.,: • . ',. .,.. .,..r.i. 441. ,..... ..1 .:. ,• • , ,.. ,... : mew H Ey: f ...: :.,..::: :•. ;A • • - •. - •'., .' ' '.'. • • - .• : 100W `,'''.' MH144'O52rf ''"••i',ItiWkW... MHIS-T051T4 ' • fl - .. :. ' • ' : " ,,,',..:::.:.: ; • Mercury vapor E23 :,.... 700W .1 MV14•0520 :..1 .-,... .. High Pressure' Sodluin;'E23 V,4444'gr!,:).#4.4.:;',-,i,. ,. . . ' . 70W '''.' H513 -T052104'4:'g*Wil 11513-T053P.OVIM;c:Ai:4 HSTS-T051P A'4 100W ' :•HS14-T05261'.1 • - - - i - i• i 2 . , • : ','• -:,;• • ' • •-::: :,-3.•_.: . . 5 , ' - • •:' .' ' .* • ! ''''% i';:i:iii •• •, -- : . '' ,'' • .'......,..-,,,..,,, :I 4 ,l.‘ ,6" ..1. • 1" .'.. . .t t. a- • , . tN..- ' ' t.,... • •“11 , k*,•...1. ' ..; kt, ie. - v 1, • -;$.. , '', • • . --, - • • , - 0 . i •ks4c1 i; , r...•••a• - '''ep 4 ,, ....:. . . : „Ik-, , i' 1 - * -,...•-.11- i . . ''''' • • 11 Ar4 1.:11) v1.! "175.1, pr,+ • • 54 1i.;;;;(:.: • • . . wiR-rosir - 2 ' ?COW C7D MET MAL ', ' `,;', ' , ':',' : 7Q5020 refiectances . . , ' ; :il . - 0.7 rnahterodnce lactor„ 1 700 — •''' 500 2 Read =a to • 300 fookonl., curve 0 t" a Redd down kr 2cx) • • ;. ; acturix requt; • ,• • . . - . . 36 CAPRI LIGHTING number a nal,. regaled • Specular Alzake reflector for max,- knum light output . — " :';■W;l4,. • Choice of specular clear or goki reflector, or clear reflector black grooved baffle to elimina glare at the aperture •Encapsulated ballast for.aule operation. Dual tap ballast (120/277V), factory Wked120, • Thermal protection standard' -fez 'rt -T052 ; . 1 •' 5'rtAr THE KIRLIN COMPANY RESERVES THE RIGHT TO CHANGE, WITHOUT NOTICE, DETAILS OR SPECIFICATIONS IN PRODUCT DESIGN, (HOOSE IRLIN QUALIT + RECESSED MEM AIDE ELLIPSOIDAL MAXIMUM W 70 FIXTURE 52601 This luminaire features a six inch aperture with a precision - engineered ellipsoidal Alzak ® upper reflector. This reflector is equipped with ultra- violet absorbing tempered safety glass and power cut -off switch for relamping. The Alzak O com- pound parabolic lower reflector is self - flanged. Designed for a 70 watt double -ended compact tubular metal halide Tamp (by others). Super - silent Kirlin "Whisper Pack" 120 volt, High Power Factor, Class H premium transformer is standard. Ideal for low ceiling traffic areas, such as hotels, corridors, stores, offices, or wherever controlled Tight with high color rendition is essential. All aluminum, rustproof housing construction ensures years of low maintenance operation. VERTICAL. SINGLE ENDED BI -PIN LAMP VERSION AVAILABLE WITH OPTION -QT NOTE: HOUSING DEPTH 10-1/8" FIXTURE NUMBER 52601 FEATURES: Precision - engineered ellipsoidal reflector. Low brightness compound parabolic lower reflector. 1. HOUSING — Aluminum; durable acrylic enamel finish meets ASTM 5% salt spray test. Rustproof. Easily serviced. 2. LAMP — 70 watt double -ended compact tubular metal halide (by others). RSC base. Horizontal. Excellent color (4300K, CRI 85). Long 12,000 hour life. Energy efficient. Lamp yoke assembly horizontally adjustable thru 358 °; enables bisymmetric Tamp pattern adjustment. 3. SOCKETS — Pulse -rated RSC base. Telescopic, single - ended. 200 °C silicone leads. 4. UPPER REFLECTOR — Compound ellipsoidal. Polished spec - ular anodized aluminum. Designed for maximum efficiency. Ultra- violet absorbing tempered safety glass and automatic power cut -off switch for relamping. 5. TRANSFORMER — Kirlin, super - silent "Whisper Pack" H.P.F. Vapor tight. Encapsulated in non - magnetic drawn aluminum can. Class H, 10:5 regulated, rated -20 °F, constant wattage auto - stabilized, integral, premium. Cooler, quieter, longer lived. Silicone leads. Serviced thru fixture opening. 70 watt, 120 volt standard. Other voltages available; see Options. 6. LOWER REFLECTOR ASSEMBLY — Compound curved for maximum efficiency and low surface brightness. Polished ano- dized compound parabolic aluminum with narrow self - flange. Champagne Gold, Black, Pewter or custom colors optional. 7. OUTLET BOX — Prewired 14 GA (NEC) steel galvanized. U.L. listed. Removable insulated cover, 1/2" and 3/4" knockouts. 8. FUSE — Fused primary standard. Renewable. Aids servicing. 9. CAPACITOR — IGNITOR — Heavy duty. 90 °C rated, Buffered. 10. MOUNTING CHANNELS — Galvanized. 27" long (by Kirlin). THERMAL PROTECTION — Per current N.E.C. code. INSTALLATION — Recesses in most ceilings. Indoor or outdoor in covered locations. Housing has built -in plaster frame and is readily adaptable to other mechanical or dry plaster ceilings using mounting channels supplied. LIMITED WARRANTY — Three years, complete fixture. Details on next page. Meets OSHA. LABELS — UL. For wet, damp or dry locations and thru branch circuit conductors. Covered ceiling use only. THE ,j{IRLIN Co. BOX 33000, DETROIT, MICHIGAN 48232 -3000 (3131 259-6400 • FAX: (313) 259.3121 WATTS 70 LAMP STYLE RSC BASE DOUBLE ENDED SUPPLY WIRE °C 75 f IXTURf 52601 H"DREL CE -1915 MR -16 WELL LIGHT DESCRIPTION: The Co -1915 Well Light houses the 12 Volt, MR -16 Quartz Halogen lamps. The housing is watertight with the cord entry sealed in high temperature sealing compound. The finned housing ensures proper cooling. The light is suspended from the grill and adjustable to 30 °. The grill is anchored to the 6" ABS Well by tamper -proof screws. SPECIFICATIONS: CONSTRUCTION: Cast Aluminum with fins for heat dissipation. JUNCTION BOX: Cast Aluminum furnished with two 3/4" in side. GRILL: Cast Aluminum painted Dark Bronze. ANGULAR ADJUSTMENT: Fixture is mounted integral with grill, up to 30° adjustment with positive locking. SOCKET: GX 5.3, Bi -pin. CORD: 6ft. 18- 2/16 -1ST. LENS & GASKET: Clear convex, tempered borosilicate lens; silicone gasket. FASTENERS: Stainless steel. TRANSFORMERS: 12V — 75W. 120V input standard. WELL: 6' diameter ABS deep, Schedule 40. INTERCONNECTION CONDUIT: 1/2' galvanized iron, with brass cord seal. WATTAGES: — Aluminum fixture, 75 Watt max. LAMPS: Supplied by others. NOTE: HYDREL RESERVES THE RIGHT TO CHANGE ANY SPECIFICATION WITHOUT NOTICE. REPLACEMENT PARTS Lens Gasket 1415 -C 8064 -S TYPE 0 PART NUMBERS: CE -1915 MR -16 Well Light CE -1915L MR -16 Well Light with Louver f - 7" �- 4 -1/2't ►+ Il �� CE -1915L Shown 16' 4. :P 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 81342 • PHONE: 818/362-9465 • FAX: 818/362.6548 r HYDREL CE -1915 11/19/90 FLUORESCENT RECESSED 4,4 1. 10' Down lights Ti62 - p. 0 ; f • *AIR trAti#, S'pecular‘" • • • • • • cr :; 3o• vo41 75* "1 • )060 7co . .- ado 7 §: .• 700, 2. nAfrnbof of Itchresnzified r. 6 • :••••rmwmak '.q Bar Harpirs '1" ':',:a to aVr;ra • 50".C-Channel Bar ngers Ha CH48 • 50 70 100 product nUmber. " • • • • 277V Ballast • 277.1 High fbwer,Factdr7:::'-'.' '‘. HPP (4" greater Ilnear n ' On : 277 • • , P1.014R762 • • : 2 PL-9 lamps' 600 Mm1 705020 refleCldnees 0.7mohteonnce factor .1. • Rnd MOT ova . •:•": '..".on vertical mit 1 2 Rood cads ' looker)* cuxi Rood down • *duos fonulvfd i4. -1„; • Flangeless Reflector r PL0164262 ' PLO6 T263 PL017-1262 P10174263 ' : P,7 ••. • ,2 •■,4 :71 • , , . ••• 1.......611•••• 1," ••••• ■••• KAYLINE LIGHTING • ,\ ✓ , F ' , F v 25 18 " -2 Ft. -3 Ft. -4 Ft. -8 Ft. ONE -LAM P C H A N N E L • SHALLOW DESIGN RUNS COOLER SNAP -ON COVER NO FASTENERS REQUIRED SAVES INSTALLATION TIME AF >: • Snap -fit cover —no tools required! No loose parts —just snap into place! • Installation — world's fastest! More wireway space for ease of wiring! • Combination end - plate - coupler. End locks in place as a coupler for continuous row mounting. Notches assure perfect alignment. No tools or hardware needed! • Embossed covers give added strength and extra rigidity! • Cooler operation for longer lamp and ballast life! ORDERING DATA Catalog No. Length Designation Ballast Lba /Unit Description Finish Catalog No. Std. Ctn. Lbs /Unit TRIGGER START OR RAPID START SYMMETRIC REFLECTORS • S 115LTS •.: S- 120LTS 18" 2' 1/15W 1/20W LPF -UL LPF -UL 3 3 For 2' Units For 3' Units For 4'Units Baked White Enamel SM -24 SM -36 SM -48 6 6 6 1.3 1.9 2.6 • S 130LRS • S 130HRS • S 140LRS • S 140HRS •.S 140 - 8HRS F) ZI• 'v � 1 /30W 1/30W 1/40W 1/40W 2/40W Tandem LPF -UL HPF -CBM LPF - UL HPF -CBM HPF -CBM tD CO CD tO D) ASYMMETRIC REFLECTORS For 2' Units For 3' Units For 4'Units Baked White Enamel AM -24 AM -36 AM -48• 6 6 6 .9 1.3 1.8 RAPID START — DIMMING TYPE RA -55 One pair reflector a igner clips. Use for continuous row mounting. Order one less pair than the number of re- flectors Ina row. • S140 -R -DI 120V • S140- H -R —DI 120V • 96S - - 120V 4' 4' 8' 1/40W 1 /40W 2/40W Tandem LPF -UL HPF -UL HPF -UL 6 8 15 Consult factory for 1) 0 her dimming systems 2) Dimming ballasts for application limita- tions due to high operating temperatures. •2x12 AREA COVERAGE LABEL STANDARD. • WIRE GUARDS 3N -GA 4N -GA• 3'wlre guard for 3'units 4'wire guard for 4'units 4 4 5 5 *Order 2 for 8' units. Note: If reflectors are required, add the following symbols to the catalog no. - "SM" for symmetric and -AM" for asymmetric. Example: S140R -SM or S140R -AM. The channels will then be shipped with the proper size matching reflectors. When reflectors only are required, use the ordering data informa- tion as shown. KAYLINE LIGHTING • ,\ ✓ , F ' , F v 25 ORDERING INFORMATION CAT. NO. LAMPS DESCRIPTION LIA -240AC 2/40 1 x 4 Lay In FLA -240AC 2/40 1 x 4 Flange LIA -440AC 4/40 2 x 4 Lay In FLA -440AC 4/40 2 x 4 Flange FLA -340AC 3/40 2 x 4 Flange LIA -340AC 3/40 2 x 4 Lay In LIA- 240UAC 2/40 -U 2 x 2 Lay In FLA- 240UAC 2/40•U 2 x 2 Flange IA 17.777T - 4II/II ),,r-t1,4- �., �I►Sar__ ni _ �r . �.. r r rrrrr • rr - rrrr . lAiAlll.,.f .;. X411411 �:,rl urr;41 I Li II • f; PPP' Fr" 1,,1111i l4.:.4... * 11 VIII •. •'r:;.r :r- a011Cp* IN DISHED ACRYLIC MALE CONICAL PYRA -LENS PARABOLIC EXTRUDED An opal diffuser Extruded lens 'com- Nom. .156" molded Silver metalized plastic combining modern. bines superior bright- clear acrylic lens. Male louver with 'h" sq. cells modular appearance ness control with prism pattern tor best for maximum down - with excellent low maximum economy. brightness control and light and crisp 45° cut brightness light dis- tribution. high photometric efficiency. off. SPECIFY -DP SPECIFY -FH SPECIFY -IMA SPECIFY -PWS , EXAMPLE: LI- 240 - IMA- 120V -BR ,O EXA .125 NOM.is standard shielding. To specity optional, substitute its suffix as shown below. ® Designate voltage when ordering Enter as in example below. © Standard frame finish is White ( -WR) Options are Black ( -BR) or Natural Aluminum ( -SR). BASIC FIXTURE & LAMPS � � STANDARD OR OPTIONAL SHIELDING -/ STANDARD OR OPTIONAL FRAME FINISH. LL WHEN ORDERING. SPECIFY VOLTAGE HERE. For other Shielding and Electrical Options consult yours Sales Representative. T'(PQ SPECIFICATION GRADE RECESSED TROFFERS KAYLINE LIGHTING WITH REGRESSED ALUMINUM SHIELDING FRAME • MITERED CORNERS • SPRING LATCHES AVAILABLE IN 2' x 4', 2' x 2', 1' x 4' sizes FOR LAY -IN INSTALLATION IN SUSPENDED GRID CEILINGS 7 Ordering Information 9 ormaon Catalog No. Lamps (not Included) Ballast $ '' "' "g Temp. Length ` Lbs. 78 01A KNOCKOUT One lamp 1 � /18 channel 2 -11 /1 8 CH -148 CH =172 . :, +� =-,196 . Cif-196-16 1/38W SL _4 1/55W . : SL .. . 1/75W SL 2/75W SL HPF -CBM . .'-HPF -CBM s , HPF -CBM HPF -CBM 0 °F , : , :4',!0°,F;'. 1 .: -, .: 0 °F +50 °F v i0 'Co lo 1 N ,O h co ^ W �. - 4 -7/ 16 --A 78 OM. KNOCKOUT — CH- 220-TS 2/20W TS LPF -UL +50 °F 2' 5 CH -230RS CH -24ORS CH -240.8 2/30W RS 2/40W RS 4/40W RS HPF -CBM HPF -CBM HPF -CBM ° +SO F +50°F +50 °F 3' 4' 8' 7 8 18 Two lamp 2 -11/ 1e 1 -13/18 channel —i CH -248 CH -272 CH -296 2/38W SL 2/55W SL 2/75W SL HPF -CBM HPF -CBM HPF -CBM +50 °F +50 °F +50 °F 4' 6' 8' 12 14 17 41 4 -7/16 7 ,w «. 4-7/11 . amm 4- 7 /1 CA -48 Reflectors available for either one or two lamp units. Replaces normal cover Order 2 for 8' units & join using reflector aligner 83061. For rows order as many pairs as units in row less 1 4 4 Asymmetric reflector accessory 1 1.--- 7 11/1e . 7i . a., 4 -7/11 CS-48 4' 5 Symmetric reflector accessory I 1-- 1 1 1/16 — 4 - Wire guard ! i 1,� , - !!lV.US'1 3W - GA Order 2 for 6 foot units 3' 1 4W -GA - Order 2 for 8' units 4' 11/2 Combined end plate /coupler —end plate converts to coupler for continuous row mounting. 2, 3, 4, 6, 8, & 16 • trigger start • rapid start • slimline Th9 Kayline Straightliner Is available in 2, 3, 4, 6 and 8 foot lengths, also as 18 foot tandem wired units. KAYLINE LIGHTING — p hyr Hte, �$ one /two Tamp channel 21 HL{ H$ TYPE. ' .7' Walls, Fast Food Lots, Shopping Cen- ters, Malls, Parking Garages, Tunnels, Underpasses, Schools, Industrial Plants, Docks And Loading Areas, Security Lighting Systems. Luminaire — Cast aluminum housing with one piece polycarbonate lens and cover. Continuous rubber gasketing seals the cover to the housing. The lens is both clear and diffusing to permit a broad smooth light pattern to be deliv- ered by the reflector. Poly cover is secured to housing by four captive stainless steel screws. Ballast— Mercury Vapor, Metal Halide, and High Pressure Sodium fixtures have a standard 120 volt integral bal- last, with a starting rate to – 20 °F. All ballasts are normal power factor. Op- tional multi -tap, high power ballast (120, 208, 240, and 277 volts) is available. High Pressure Sodium ballast has an electronic starter circuit to ignite the lamp. Reflector —The reflector assembly consists of a linear parabolic diffuse aluminum scoop shaped reflector with diffuse aluminum side panels. Anodized finished. Socket — Medium base glazed por- celain socket with spring - loaded, nickel - plated center contact and rein- forced lamp grip screw shell for E -17 or B -17 type lamps. HPS sockets are pulse rated. Finish — Standard baked -on enamel paint finish is Dark Bronze. Lamps— Accommodates 75 or 100 watt deluxe white Mercury Vapor clear or coated 70 & 100 watt Metal Halide, or 50 to 150 watt High Pressure Sodium lamp. All lamps to be E -17 or B -17 type. .12&)C441" 1.1.6 A t5e Lk-CM-eV INITIAL HORIZ. FOOTCANDLES MOUNTING HEIGHT 8' 10' 12' 14' 16' A 15 10 8.9 5.1 3.9 B 7.8 5.0 3.4 2.5 1.9 C 3.1 2.0 1.3 1.0 .78 D 1.5 1.0 .69 .51 .39 E .78 .50 .35 .26 .20 F .31 .20 .14 .10 .08 G .16 .10 .07 .05 .04 INITIAL HORIZ. FOOTCANDLES MOUNTING HEIGHT 8' 10' 12' 14' 16' A 3.6 2.3 1.6 1.2 .90 B 1.8 1.2 .80 .60 .40 C .90 .60 .40 .30 .20 D .50 .30 .20 .15 .10 E .20 .15 .10 .08 .06 F .09 .06 .04 .03 .02 G .05 .03 .02 .01 .01 • • ISOFOOTCANDLE CURVES (HORIZONTAL) LUMINAIRE SERIES: MRK- 100 -DX ISOLUX DIAGRAM 5 4 3 2 1 0 3 RATIO - DISTANCE MOUNTING HEIGHT This report has been prepared in accordance with IES guides on testing procedures. It is representative of luminaires tested under standardized and stabilized laboratory conditions. Various operating factors can cause differences between laboratory data and actual field performance. ORDERING INFORMATION LAMP WATTAGE MERCURY VAPOR 75W 100W METAL HALIDE 70W 100W OPTIONS 2 ORDERING NUMBER Multi -Tap Ballast (120, 208, 240, & 277V) See Note Above Photoelectric Control (120V to 277V) MRK -75 -DX MRK - 100 -DX MRK -70 -M MRK-100-M HIGH PRESSURE SODIUM 50W MRK -50 -HPS 39485 -032 70W MRK -70 -HPS 39485 -032 100W MRK -100 -HPS 39485-032 150W MRK - 150 -HPS 39485 -040 NOTE: Standard Ballast Voltage is 120 volt with normal power factor (NPF) ballast. Optional Multi -tap ballast (High power factor -HPF) is available except in 75 watt Mercury Vapor and 50 watt HPS. DESCRIPTION ORDERING NUMBER Sultix "MT" Suffix "PC" MODEL NUMBER 39485 -016 39485-024 39485.016 39485-024 LUMINAIRE SERIES: MRK- 150 -HPS -C 5 4 3 2 1 0 V I \ I-ROC ISOLUX DIAGRAM 3 2 1 DESCRIPTION Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover Mini -Wall Pack w/ Poly Cover KFORD SPAULDING WT./ LBS. 9 10 9 10 10 11 12 0 All units are U.L. listed. Exuma, m. "'DECORATOR SIGN friECIFICATIONS Self- Luminous and Nonelectrical MODEL 880 -12 -6 123/ A DIMENSIONS LETTERS: 6" high, 3 /4" stroke. Standard exit sign OVERALL SIZE: 12 x 8 x 3 /4 ". Weight 3 lbs. 10 oz. FRAME: .050 minimum thick anodized aluminum extruded frame LEGEND: .032 thick colored aluminum ARROWS: Universal Removable Arrows LEGIBILITY: Minimum of 125 ft. to meet NFPA legibility distance requirements LIFE: 10, 12, 15, :20; years Y' ORDERING INFORMATION MODEL # YEARS FRAME COLORS: specify by color* 880- 12 -6 -10 880- 12 -6 -12 880- 12 -6 -15 880- 12 -6 -20 Surface Mounting Bracket (included) Universal Mounting Bracket (included) Manufacturer: Safety Light Corporation 4150 -A Old Berwick Road Bloomsburg, PA 17815 Marketing: Isolite Corporation 110 W. Lancaster Ave. Wayne, PA 19087 (215) 688 -2800 FAX. (21F RRR -711(1 Ivory, black, red, green, brass, bronze, brushed aluminum *Other colors available upon request. FACEPLACE COLORS: specify by color Green, =;red;r bronze, black FACEPLACE FINISH: specify by finish Semi- gloss; flat Distributed by: 3A" Ps"K. SDE General = Indirect HID lighting unit shall be a dual lamp luminaire consisting of rectangular housing with enclosed optical assembly and integral ballast for mounting to a ceiling, wall or gondola. Housing — shall consist of a formed 20 gauge cold rolled steel assembly. Unit shall be "furniture grade" quality in appearance with no exposed screws or weld marks. A premium, fade resistant, white finish is applied as a powder coat, thermoset acrylic enamel. Optical Assembly — shall provide symmetric or forward throw light distri- bution. Dual lamps shall share a common reflector assembly for optimum optical performance. Reflector shall be constructed of segmented panels of clear, specular Alzak® finished aluminum, secured to a SPt Lighting rigid steel frame. Two, position oriented mogul base sockets are provided for use with 400 watt phosphor coated metal halide or 250 and 400 watt diffuse high pressure sodium, horizontal burning lamps. The optical assembly shall be enclosed within a clear, impact resistant, tempered glass lens. Mounting — optional two or four hang straight swivels and 1/8" IPS chrome stems for ceiling mount or brackets for wall or gondola mounting. Specify separately. Ballast Assemblies — shall be integral Power Tray modular ballasts, mounted on sound deadening rubber isolators for quiet operation. Ballasts are CWA (Constant Wattage Autotransformer). Prewired Mate- N -Lok'" plugs provide quick connect or disconnect feature. SDE2651 MH /HPS — P.T. 400/250 18 38.5 8 75 Wide Distribution (Symmetric) E411 -28 SAF, SAH, SAL, SAE, SAG1 SDE2661 MH /HPS — P.T. 400/400 18 38.5 8 81 SDE2601 MH — P.T. 400/400 18 38.5 8 78 SDE2061 HPS — P.T. 400/400 18 38.5 8 84 SDE2653 MH /HPS — P.T. 400/250 18 38.5 8 75 Forward Throw (Asymmetric) E413-6 SAF, SAH, SAL, SAE, SAG1, SAW1, SDE2663 MH /HPS — P.T. 400/400 18 38.5 8 81 SDD2603 MH — P.T. 400/400 18 38.5 8 78 SDD2063 HPS — P.T. 400/400 18 38.5 8 84 Fuss Option T 8" 389-19 ' rlHc 'l K tt CATALOG NO. (1) BALLAST TYPE (2) WATTS Standard fixture is for 120 volt ope ation. UL Listed. CSA Certified. Standby Lighting Option SAF Voltage Add suffix to catalog number to indicate voltage. (Example: SFF2601 -120.) Standard Finish white. Other finishes available along with other mountings, fixture configurations, voltages, and light sources; please consult factory. Soft Corner and Caps Optional, Consult Factory 38'/? The products shown in this catalog are covered by USA and international patents. SPI Lighting and Power Tray are registered trademarks Copyright 1985. Specifications subject to change without notice. All rights reserved. Printed in U.S.A. LAMP DESCRIPTION (Dimensions in Inches) SHIP W L H WT. LIGHT DISTRIBUTION 18" SAH (1) To Achieve Maximum Optical Perfor- mance, SPI's reflector systems are designed to accommodate coated high output horizontal burn position oriented metal halide or diffused high pressure sodium lamps. • (2) MH = Metal Halide. HPS = High Pressure Sodium. Metal Halide 400 watt and High Pressure Sodium 250 watt thru 400 watt are CWA (Constant Wattage Autotransformer), high power factor. P.T. = Power Tray. F Factory installed fuse option added to the Power Tray. To order add F to the fixture catalog number. (Example: SDE2651- 120F.) Standby Lighting Option Provides lighting when the power is restored (momentary inter- ruption) until the HID lamp cools enough to restrike. On MH fixtures, standby lamp will remain on until MH lamp reaches 30% of max- imum light output. To order 100W quartz aux. lamp relay for MH, add OL. To order 100W quartz aux. lamp relay for HPS, add QT. (Example: SDE2601- 1200T.) Includes factory installed relay and lamp. Order separately. SAF Two stem mounting method. For accessible ceilings only. Includes chrome - plated stems and hang - straight swivels. Stems available in 48, 60 and 72 -inch lengths. Complete accessory number includes stem length. (Example: SAF 48). SPI SAL SAE 414 242 1420 FAX 414 242 6414 ©1989 SPI Lighting, Inc. SPI Lighting, Inc. 10400 North Enterprise Drive Mequon, Wisconsin 53092 PHOTOMETRIC REPORT SAG1 SAH Two stem mounting method. For inaccessible ceilings only. Includes chrome - plated stems, ceiling canopies (available in white only) with integral hang - straight swivels. Stems available in 48, 60 and 72 -inch lengths. Complete accessory number includes stem length. (Example: SAH 48). SAL Four stem mounting method. For accessible ceilings only. Includes chrome - plated stems and hang - straight swivels. Stems are available in 48, 60 and 72 -inch lengths. Complete accessory number includes stem length. (Example: SAL 48). SAE Four stem mounting method for inaccessible ceilings only. Includes chrome - plated stems, ceiling canopies (available in white only) with integral hang - straight swivels. Stems are available in 48, 60 and 72 -inch lengths. Complete accessory number includes stem length (Example, SAE 48). SAG1 Gondola mount includes support arm that attaches to vertical member of most gondola systems. Support arm has opening that accepts Greenfield connector and serves as a wire raceway to channel the line connections into the fixture. SAW Wall mounting bracket serves as a wire raceway to channel the line connections to the fixture. Specify accessory SAW1. For photometric data, refer to the appropriate test report. SAW In Canada, Represented by Halo of Canada Lighting, Ino. Cooper Industries 5130 Creekbank Road Mississauga, Ontario 1.4W 202 418 625 2511 FAX 416 238 3847 ACCESSORIES t SFF General — Indirect HID lighting unit shall consist of a rectangular housing with enclosed optical assembly and integral ballast for mounting to an accessible or inaccessible ceiling or to a wall. Housing — shall consist of a formed 20 gauge cold rolled steel assembly. Unit shall be "furniture grade" quality in appearance with no exposed screws or weld marks. A premium, fade resistant, white finish is applied as a powder coat, thermoset acrylic enamel. Optical Assembly — shall provide symmetric, asymmetric or forward throw light distribution. Reflector shall be constructed of clear, specular Alzako finished aluminum, secured to a rigid steel frame. A position oriented mogul SPI Lighting base socket is provided for use with 175, 250 and 400 watt phosphor coated metal halide or 150, 250 and 400 watt diffuse high pressure sodium horizontal burning lamps. The optical assembly shall be enclosed within a clear, impact resistant, tempered glass lens. Mounting — optional four hang straight swivels and 1/8" IPS chrome stems for ceiling mount or a bracket for wall mounting. Specify separately. Ballast Assembly — shall be an integral Power Tray modular ballast acoustically engineered for quiet operation. Ballast is a CWA (Constant Wattage Autotransformer). Prewired Mate- N -Lok'" plugs provide quick connect or disconnect feature. SFF1401 :. MH — P.T. 175 13.5 20 6 33 : E402- 15/E402 -5 SAX13, SFF1501 MH — P.T. 250 13.5 20 6 33 E402- 15/E402 -5 SAD, SAE, SFF1031 HPS — P.T. 150 13.5 20 6 32 E402- 2/E402 -19 Symmetric/ SAW3 SFF1051 HPS — P.T. 250 13.5 20 6 35 E402- 2/E402 -19 Asymmetric w /SAX Kit SFF2601 MH — P.T. 400 18 24 8 49 or Forward Throw" E403- 27/E403 -20 SAX23, SFF2051 HPS — P.T. 250 18 24 8 46 E403 -9 /NA SAD, SAE SFF2061 HPS — P.T. 400 18 24 8 52 E403 -9 /NA SAW2 •Nee l'i,`• 389 -20 i 13Ys "/18" 6 "/8" Fuse Option Soft Corner End Caps Optional, Consult Factory 20 "124" The products shown in this catalog are covered by USA and international patents. SPI Lighting and Power Tray are registered trademarks Copyright 1985. Specifications subject to change without notice. All rights reserved. Printed in U.S.A. I i LAMP DESCRIPTION (Dimensions In Inches) SHIP CATALOG NO. (1) BALLAST TYPE (2) WATTS W L H WT. LIGHT DISTRIBUTION Standard fixture is for 120 volt operation. UL Listed. CSA Certified. "For dedicated forwa d throw reflector change the last numeric to (3) SFF2603. Standby Lighting Option SAD Voltage Add suffix to catalog number to indicate voltage. (Example: SFF2601 -120.) Standard Finish white. Other finishes available along with other mountings, fixture configurations, voltages, and light sources; please consult factory. (1) To Achieve Maximum Optical Perfor- mance, SPI's reflector systems are designed to accommodate coated high output horizontal burn position oriented metal halide or diffused high pressure sodium lamps. (2) MH = Metal Halide. HPS = High Pressure Sodium. High Pressure Sodium 150 watt is high reactance,'high power factor. Metal Halide 175 watt thru 400 watt and High Pressure Sodium 250 watt thru 400 watt are CWA (Constant Wattage Autotransformer), high power factor. P.T. = Power Tray. F Factory installed fuse option added to the Power Tray. To order add F to the fixture catalog number. (Example: SFA 1401 - 1209. Standby Lighting Option Provides lighting when the power is restored (momentary interruption) until the HID lamp cools enough to restrike. On MH fixtures, standby lamp will remain on until MH lamp reaches 30% of maximum light output. To order 100W quartz aux. lamp relay for MH, add QL. To SPI SAE SPI Lighting, Inc. 10400 North Enterprise Drive Mequon, 'Wisconsin 63092 414 242 1420 FAX 414 242 6414 0 1989 SPI Lighting, Inc. PHOTOMETRIC REPORT SAW order 100W quartz aux. lamp relay for HPS, add aT. (Example: SFF2601- 120QL). Includes factory installed relay and lamp. Order separately. SAX Asymmetric kit to reduce wall brightness when it is necessary to place a fixture with symmetrical optical system close to a wall or high panel surface. Refer to fixture listing for complete accessory number. SAD Four stem mounting method. For accessible ceiling only. Includes chrome - plated stems and hang - straight swivels. Stems are available in 20, 22, 26, 48, 60 and 72 -inch lengths. Complete accessory number includes stem length. (Example: SAD 48). SAE Four stem mounting method. For inaccessible ceilings only. Includes chrome - plated stems, ceiling canopies (available in white only) with integral hang - straight swivels. Stems are available in 20, 22, 26, 48, 60 and 72 -inch lengths. Complete accessory number includes stem length (Example: SAE 48). Order separately. SAW Wall mounting bracket serves as a wire raceway to channel the line connections to the fixture. Refer to fixture listing for complete accessory number. For photometric data, refer to the appropriate test report. In Canada, Represented by Nato N Canada Lighting, tna. Cooper industries 6130 Creekbank Road Mississauga, Ontario Low 202 416 626 2511 FAX 416 236 3647 ACCESSORIES CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, WASHINGTON 98188 STAFF REPORT BOARD OF ARCHITECTURAL REVIEW Prepared June 18, 1991 PHONE tl (206) 433.1800 Gary L. [ anDuscn, Mayor HEARING DATE: June 27, 1991 FILE: 91 -4 -DR: Southcenter Shopping Center Expansion APPLICANT: Southcenter Joint Venture REQUEST: Design review for: 1) 108,114 square -foot addition to the existing shopping mall 2) relocation of transit stop 3) landscape plan LOCATION: ACREAGE: 84.7 acres Northeast portion of Southcenter Shopping Center, south of Tukwila Parkway and west of Andover Park West. COMPREHENSIVE PLAN DESIGNATION: Commercial ZONE DISTRICT: Planned Business Center (C -P) SEPA DETERMINATION: Mitigated Determination of Nonsignificance, May 31, 1991 (EPIC- 11 -91) PLANNING STAFF: Denni Shefrin /Jack Pace ATTACHMENTS: 1. Mall Expansion a. East Elevation b. North Elevation 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 2 c. Plan Expansion d. Site Development Plan e. Sidewalk Improvement Plan f.. Andover Park West Bus Pull -off g. Site Landscape Plan h. Typical Landscape Details i. Existing Conditions j. Grading and Storm Sewer Plan k. Water & Sanitary Sewer Plan 1. Electrical Telephone & Lighting Plan m. Curbing & Paving Plan n. Site Survey o. BAR Checklist p: color and materials board (to be submitted at hearing) q. model of mall expansion (to be provided at hearing) 2. Mervyn's a. Elevations: East, North, West b. Typical Entry Plan, Elevation/Perspectives c. Site/Landscape Plan d. Letter dated 6 June 1991 re: responses to BAR Checklist e. Color renderings (to be provided at hearing) 3. Bus Shelter 4. Mitigated Determination of Nonsignificance 5. Staff recommend modifications to site landscape plan VICINITY /SITE INFORMATION BACKGROUND 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 3 FINDINGS OF FACT Project Description: The proposed project involves the construction of an 108,114 square -foot addition to the existing Southcenter Shopping Center. The project would include a total of 24,882 square feet of one -story retail shops and a 83,232 square - foot, two -story department store ( Mervyn's). The mall addition would include two hundred feet of new retail shops and would link Mervyn's to J.C. Penny. The mall addition would include relocating the east entrance. A loading area would be located on the northeast corner of Mervyn's. The site is relatively flat and is occupied with approximately 1.4 million square feet of mall shops and peripheral commercial uses. The peripheral uses include a movie theater, two banks, a post office, a service station, an auto repair /supply facility and a motel. The surrounding land uses are zoned C -P: North: Tukwila Parkway, I -405 South: Strander Boulevard, Southcenter Plaza East: Andover Park East, Annex at Southcenter, Fatigue Technology, Inc. West: Southcenter Parkway, 1-5 Terrain: The site has been previously developed in its entirety and is relative flat. Public Facilities: Existing utilities in the vicinity of the proposed project include water, gas, storm sewer, sanitary sewer, telephone and electrical power. The applicant has agreed to enter into a no- protest agreement with the City to upgrade the water line at such time a Local Improvement District (LID) is formed. As part of this project, METRO would reroute bus stops from inside the Southcenter mall parking lot to Andover Park West. Bus stops would be located on the east and west sides of Andover Park West adjacent to the Baker Street intersection. .A bus shelter and a bus pull -in /out would be located on the west side. A portion of the Southcenter parking lot would be dedicated for the bus pull -in /out. A future bus shelter may be erected for northbound transit. The Southcenter Mall expansion and the Mervyn's proposal in particular, has undergone several revisions to the basic design in response to staff comments. Through a number of meetings with the applicants, both parties have worked towards improving the design quality of the project. The staff report is divided into two sections. The first section is the Design Review. The second section addresses the Nonconforming Landscaping. A SEPA Mitigated Determination of Nonsignificance has been issued for this project with a variety of mitigation measures for traffic improvements and utilities (see Attachment No. 4). DECISION CRITERIA Board review criteria are shown below in bold, followed by staff's analysis. The applicant's response to the design criteria is attached to this report (Attachment No. 1.o. and 2.d). 18.60.050 Review Criteria (1) Relationship of Structure to Site. 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 4 DESIGN REVIEW a. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement. 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. Streetscape /Landscape/Pedestrian Movement The size of the site is approximately 84.69 acres. Of that total, 71% (60 acres) of the site is paved parking area, 23% (19.5 acres) of the site would be covered by buildings (including the new additions), and 6% (5 acres) of the site is landscaped. Existing setbacks exceed those required for the C -P zone and are as follows: 1. approximately 300 feet from Andover Park West, 2. between 600 and 700 feet from Tukwila Parkway, 3. 300 -350 feet from Southcenter Parkway and 4. 750 feet from Strander Boulevard. • Parking/Service Area Height /Scale 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 5 The proposed expansion would be setback approximately 430 feet from the north property line (Tukwila Parkway). The perimeter landscape strips between the parking areas and streets would be preserved. New walkways would include the following and are shown on the site plan attached: 1. sidewalks between the parking lot and landscape strip adjacent to Andover Park West from Union 76 to the Firestone facility; 2. walkway along the Baker Street access to the new east -side mall entrance; 3. sidewalk between the parking lot and landscape strip adjacent to Strander Blvd; 4. walkway along the Strander Blvd. access to the mall; 5. walkway along the Southcenter Parkway access; 6. stairway from Southcenter Parkway to the Doubletree Inn site; 7. stairway from Tukwila Parkway to the north parking lot 8. color concrete pavers along the Baker St. /Andover Pk West crosswalks linking south and northbound bus stops. The total number of existing parking spaces is 7076. The proposal would include restriping the existing lot. The parking area within the dashed boundary (see Attachment No. 1.c.) would be restriped. The total number of parking spaces provided after restriping would be 6988. This amount exceeds required parking by over 300 spaces (total required: 6647). The loading area would be on the north side of Mervyn's and would be screened from view with a 9 -foot high wall. The wall would match Mervyn's exterior in color and material and would have trees and shrubs in an adjacent planter. The mall expansion would be one story. The new arched east entrance would be similar in design to the Rainier Food Court entrance on the mall's south side at a reduced scale. Mervyn's would be two stories. Much of the second story would be recessed (see Attachment No. 2.b) Harmony of Texture/Massing Landscape Transition 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 6 (2) Relationship of Structure and Site to Adjoining Area a. Harmony of texture, lines and masses in encouraged. b. Appropriate landscape transition to adjoining properties should be provided. c. Public buildings and structures should be consistent with the established neighborhood character. d. Compatibility of on -site vehicular circulation with street circulation should be encouraged. Linear mass of the mall expansion would be broken up by incorporating the following: a. wall treatments would be reddish -brown brick with contrasting color bands of off - white (similar to the south face of the mall adjacent to the Rainier Food Court entrance) b. the east entry would include a concrete -clad arch and concrete columns, c. a horizontal break would be created by recessing the lower portion of the wall back approximately three feet, d. six -inch caliper deciduous trees, groundcover and shrubs would be installed between the curb and building wall (see attachments 1.a., b., c. and g.). In order to break up the mass of the two story building, Mervyn's proposes the following (see attachments 2.a. b., and c.): a. the second story would be recessed and angled back creating an undulating effect at each corner; b. the masonry walls would be red with neutral -color banding and medallions. Alternating color bands would be recessed 4 inches creating shadow lines; c. entries would include rounded canopies supported by columns d. entry walls would consist of a pattern incorporating sandstone, limestone and stone medallions e. surfacing would be textured concrete pavers f. landscaping would be bermed against the building wall base The existing landscaping along Andover Park West and along Strander Blvd. would remain. The sidewalk would be located on the mall side of the landscaped strip to provide a separated sidewalk. Public Buildings The design of the southbound bus stop (west side of Andover Park West) combines the efforts of the planning staff, METRO and the applicant. Concrete pavers would outline pedestrian movement from the mall to the north and southbound stops. The bus shelter would incorporate a roof -mount sign with the "Welcome to Tukwila" logo (see Attachment No. 3). Vehicular Circulation An internal loop road would be created in the mall parking lot as a result of restripina and landscaping. Restriping combined with new and improved walkways would create visual access to the mall. A traffic signal would be added at the Baker Blvd. /Andover Park West intersection to reduce congestion and stacking and improve efficiency. (3) LANDSCAPING AND SITE TREATMENT 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 7 a. Where existing topographic patterns contribute to 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, mitigation 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 parings of wood, brick, stone or gravel may he 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. Additional landscaping is proposed in the parking lot on the north, south and east sides of the mall and expansion area. With the exception of the bus pull -in /out area, all existing landscape strips adjacent to Tukwila Parkway, Andover Park West, Strander Blvd. and Southcenter Parkway would not be altered. The bus stop would be landscaped with hedges, shrubs and groundcover. Landscaping along the building walls of the mall expansion would include flowers, shrubs and trees along the sidewalk. Trees would be up -lit. Landscaped berms along all Mervyn's facades would be comprised of trees and groundcover. Additional trees would be installed within the parking lot on the north and east sides of the mall addition. New landscaping would not affect the number of parking spaces required for existing and proposed structures. Mervyn's service area (north elevation) would be screened from view with a 8 -foot high wall. The wall would match Mervyn's exterior in color and masonry material. (4) BUILDING DESIGN a. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to its surroundings. b. Buildings should be appropriate in scale and harmonious with permanent neighboring developments. c. Building components - such as windows, doors, eaves and parapets should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. d. Colors should be harmonious with bright or brilliant colors used only for accent. e. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. f. Exterior lighting should be part of the architectural concept. Fixtures, standards and all exposed accessories should be harmonious with building design. g. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form and siting should be used to provide visual interest. Architectural Style/Building Scale /Color 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 8 Proposed red -tone masonry walls with off -white color banding would be common elements to both the existing wall on the south side and the new expansion area. The new mall entry would be a small -scale version of the Rainier Food Court entry. As discussed above, the building walls for Mervyn's would incorporate a recessed second story. Wall treatments would include: color banding (alternating bands would be recessed 4 inches), color medallions, roof -top coping and coping along the canopy top. Mervyn's entrances would integrate sandstone and limestone materials with color - contrasting stone medallions. Concrete pavers would be installed on each entry surface (see Attachments 2. a. and b.). Lighting 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 9 Roof -top equipment would be screened with masonry walls compatible in color with the proposed building. Lighting details have not been submitted for the proposed structures or for the parking area, however, the proposal would include lighting along walkways adjacent each new building wall and at all entries. Mervyn's three wall- mounted signs would be internally lit. Several of the existing light standards within the parking lot would be relocated. In addition, new parking lot lighting would be installed on the east and north sides of Mervyn's. (5) MISCELLANEOUS STRUCTURES AND STREET FURNITURE The bus shelter on the west side of Andover Park West would be painted brown wood with translucent side and roof panels. A "Welcome to Tukwila" sign would be attached to the top (attachment #3). NONCONFORMING LANDSCAPE AREAS DECISION CRITERIA Criteria for Board of Architectural Review evaluation are typed in bold followed by staff discussion. TMC 18.700.090 Nonconforming landscape areas. Adoption of the landscaping regulations contained in this title shall not be construed to require a change in the landscape improvements for any legal landscape area which existed on the date of adoption of this title, unless and until a change of use or alteration of the structure is proposed. At such time as a change is proposed for a use, or structure, and associated premises which does not comply with the landscape requirements of this title, a landscape plan which substantially conforms to the requirements of this title shall be submitted to the Board of Architectural Review for approval prior to issuance of a building permit. The BAR may modify the standards imposed by this title when, in their judgment, the existing and proposed additional landscaping and screening materials together will adequately screen or buffer possible use incompatibilities, soften the barren appearance of parking or storage areas, and /or adequately enhance the premises appropriate to the use district and location of the site. (Ord. 1247 §1(part), 1982). 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 10 As noted in the background, Southcenter Mall was built prior to the adoption of the 1982 Zoning Code. The existing landscaping at the mall does not meet current City requirements. The specific areas where landscaping is deficient are the large parking areas located at the northwest corner of Southcenter Mall theater. As shown by attachment 1.d., the applicant proposed to modify the parking areas located at the southwest portion of the site. Staff's comments and recommendations are focused on those portions of the site being proposed for modification. At such time the applicant proposes changes to other areas of the site, landscaping requirements would need to be met. Since the applicant is already going through the Design Review process, the parking lot landscaping discussion is covered under Design Review Criteria #1(B) which states: "Parking and service areas should be located, designed, and screened to moderate the visual impact of large paved areas." 1. Relationship of building to site. CONCLUSIONS The Southcenter Shopping Center is typical of suburban malls: the site is dominated by surface parking and has significant building setbacks. The siting of Mervyn's is logical as an anchor store. The mall addition creates a functional and visual link to the existing mall. As shown on the elevation drawings and site plan, compatibility with and transition from the existing mall buildings has been achieved through the use of similar exterior materials and by off - setting Mervyn's second story. Landscaping further provides a visual and pedestrian transition. As noted however, in the nonconforming landscape discussion, opportunities exist to further break up the parking areas while meeting parking requirements. As stated in the discussion, approximately 60 acres of the site is paved for parking. Attachment No. 5 depicts staff's recommendation for additional landscaping within the parking area. Special attention was given to that area lying between Frederick and Nelson and the food court entrance. This area encompasses the largest expanse of paved area within the project boundary without landscaping (approximately 10 acres). The additional trees proposed would result in the loss of two parking spaces but would not affect overall parking needs. 2. Relationship of structure to site and adjoining area 91 -4 -DR Southcenter Shopping Ctr. Expansion Page 11 The mall is visible from immediately adjacent streets, from Interstates 5 and 405 and from surrounding hillside residential and commercial development. Both the mall expansion proposal and Mervyn's have put forth a commendable effort in achieving good transition to the existing mall, architectural interest and design quality. The new east entrance has been significantly redesigned for better compatibility to the existing Rainier Food Court entrance at a reduced scale. The linear mass of the expansion area has been broken up by the horizontal recess to give visual relief and enhance the pedestrian experience. The provision of walkways should greatly improve the pedestrian circulation. Pedestrian connections around the property and access into the site would be provided. Through continuous meetings, Mervyn's has arrived at a design proposal superior to the original submittal. Wall monotony has been successfully avoided by undulating the second story and through the use of architectural treatments, materials and patterns. The product of these efforts provides an inviting and architecturally pleasing atmosphere. Because Mervyn's second story has been uniquely offset, visual interest is gained both nearby and from a distance. 3. Landscaping The proposed sidewalks would improve pedestrian circulation surrounding the site and improve access from all four streets into the site. Further, the separated sidewalk design adjacent to Strander Blvd. and Andover Park West would preserve the existing landscape strips. Landscaping proposed along the building facades to provide a human scale element to the project as well as visual continuity for pedestrian circulation along the walkways. Criteria 3.h. (exterior lighting) has not been met. The applicant would be required to submit a detailed lighting plan for the parking lot, signage and along the building walls and at the entries. 4. Building Design 5. Miscellaneous Structures 9 91 -4 -DR Southcenter Shopping Or. Expansion Page 12 Mall expansion with the exterior design and wall height is intended to be an extension of the new exterior design established by the new food court entrance renovation area. The horizontal banding would align with Mervyn's to achieve continuity between structures. Mervyn's design would be harmonious to the existing center in terms of scale, massing, material quality and color. The exterior finish of reddish - brown brick would closely relate to the brick colors of the existing center. The entry has achieved a high level of design refinement through the incorporation of quality materials and the way in which they would be integrated. The bus shelter and transit area would provide for a pleasing focal point to give both identity to Tukwila and to provide transit riders with shelter and a sense of safety. The roof top would consist of translucent panels to allow surrounding lighting to illuminate the shelter. RECOMMENDATIONS The Planning Division recommends the applicant's request be approved with the following conditions: 1. The landscape plan shall be modified as shown by attachment 5 to provide additional landscape islands to break up the large paved areas. Lighting details for the parking lot lighting and for wall, walkways and entries shall be submitted and approved by the Planning Director. .IC PENNCY MALL ENTRANCE EAST ELEVATION PROPOSED EXPANSION PROPOSED EXPANSION SOUTHCENTER MALL PROPOSED DEPARTMENT STORE See Mervyn's Plans for Design Details SK -4A CCNIC1111N).iC I)I"ti11 SI IIVII I s 1111 1• A Sill 11111 I•. 1.1. .1 CNI(II IIY)IJ 1111A11 ♦I .11 A1.1 ......1 I.. . 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Typical Landscape Details . 1 ; ; . I • 1 • I . .... /1 1 xi V\ .1 . I i • • . ,. . g 1 : I , .. V `■ :: • . .i5Z- I I viva< :1 ; ft31 • I J.C.PENNEY DEPT. STORE 3 FLOORS MALL SHOPS E S MALL HOPS 13 F _ MALL SHOPS D MALL SHOPS C o — ' • — .1 I 1 i - , j_J i I I, )• •) i •‘.‹. _ -\-'' _ Z'' . 1. ...... _ 2:2/_ II II- ----. ---. — o 1 /' I , i 9 __ ..-. / • r, _A / / %.•- • ., o I 1 zN 1 1 _.,- . --- ,1: 7 .Ce ■.. ....„.., --, Ne., G 7 < ' FIN- :X -TOYER1'..P.M<--f-WE—ST.T / I , I \\..1/ / I ‘-',/ f ) i t 75 . . i * II-- :1% - y n ; • I -_ .7-- " - • . 11 let SD-1 ' 1 uonTH - • - .\ \ . I • ' -- ., . ' - ..... . -. :.. .-,,. .. LE STONY Le•fg SCotit CtICI•C MAHN Ittfilootit uCtillim: COO Cud WIT.04/11 SUM.. • fAhIfoRT Y.N. 510•41A C.8. 1.4•11 POLL J.C.PENNEY DEPT. STORE SEA FIRST DRIVE— THRU .1 1 I i I I 7 .. j TRUCK DOCK PROFIT E ...). NORTH cr UI ta Z O ; I 0 Cr < CC CI- O 4 • • SD-2 J.C.PENNEY SEA FIRST WINE— _J THRU NORTH e•• CC ILJ ui CC c0 til Z Z < • 1— z < CC < a- 0 , 111 1 MALL \ II SHOPS E C‘i J.C.PENNEY o >— < 0_ SEA FIRST DRIVE— _1 TI IRU F— NOTITILI L J.C.PENNEY DEPT. STORE 3 FLOORS 2 MALL SHOPS E MALL SHOPS J • 1 MALL SHOPS B MALL SHOPS C oast! ft R. RD". -= 28.5 7 (7. A A QN--- % q 7 ---- --------- 1 PROPOSED DEP ARTMENT STORE 5 ANDOVER PARK WEST 6 LJj 59 SEA FIRST SANK OFFICE BUILDING •••.,,, SEA FIRS1 DRIVE - THRU I lf NORTH • 1.1,3 it : 1 • 3 . CU.' U.••S000 PARCEL 3 PARCEL 2 a 7 er.. ...•c..c PARCEL 4 — ... ....... , •. leeSO UET.E IL •= .• r 1 1•x.. Cw ( -3 d 1 )"i \f { ' v) .. _..�_ ___,.. rJ u•:. X1.:1 5 ". - ,� a• 4 i ii :! : : L OE T —7 1:- P : J .... :`•:L 2 O I'i PARCEL 1 �zl r 1 4. y:l';f4 1 1 1 I — AUTH SENTER. PARKWAY_`: - ''. t •a ces • ci) uj ( FOfMCRLY 1)I11 nvCIIVE 5. o s.•....., 1•_..•...,. ,........,....... ,. _.,_...... . Fr IIM l `\ . i A L 11 1 . 111 1'.0.. 5. Relationship of Structure to Site Response: 'ATTACHMENT ENT A' BOARD OF ARCHITECTURE REVIEW SOUTHCENTER EXPANSION APRIL 31, 1991 The site has been designed to provide a safe, efficient well designed transition between the existing development and the expansion area. In addition, pedestrian connections have been added or modified to provide stronger linkage to the surrounding streetscapes. Parking and service areas are designed to be safe and convenient. Service shall be screened with landscaping and architecturally compatible screen walls to minimize the visual impact. Building height and scale will be compatible with massing relationships of existing structures. 6. Relationship of Structure and Site to Adjoining Area Response: The proposed building designs will reflect the established character of the Southcenter shopping center and will be well integrated into the. existing site. Compatible and harmonious building materials will be used. 7. Landscape and Site Treatment Response: Existing topographic patterns and site features will be Preserved. Every • effort has been made to preserve existing plant material. New landscape plantings will be installed to enhance architectural . features and to visually strengthen pedestrian and vehicular circulation patterns. Lighting levels throughout the site will provide a comfortable level of illumination with a minimum of one (1) footcandle throughout. Higher levels of illumination (2 -4 FC) will be provided where appropriate (i.e., entrance drives and bus pull -off area adjacent to our east property line). 8A. Mall Shop Expansion Response: The exterior architectural design of the proposed expansion is intended to be an extension of the new exterior design which was established by the recent remodel of the partial south elevation resulting from the addition of a new mall food court and new exterior food court entrance. ATTACHMENT 1o, The mall expansion will be in new department store. Exterio heights, and the horizontal ma design of the new department s It is the design intent to mat which were recently establishe renovation. In this regard ma heights, masonry banding and m this previously approved desig Colors of exterior building ma and will match in color and to materials used on the south re Roof top equipment will be scr from a base line elevation of The exterior lighting will be and will consist of relocated lighting, entrance accent lig Although the extent of new ex expansion, with the construct other elements such as canopy and exterior landscaping cons trees located 25' -0" apart in serpentine planting bed there truck dock located on the Nor tall masonry wall and will ha adjacent planter. 8B. Mervvn's Expansion The architectural design of M the balance of the proposed S by utilizing a similar brick alignment with the proposed m Mervyn's landscaping will be landscaping for the mall incl armony with the existing building and the parapets will match existing parapet onry banding will be coordinated with the ore. h the existing building design components as a result of the food court onry material, parapet heights, canopy 11 entrance design will be consistent with concept. erials will be harmonious with each other . tore the existing exterior project ovation at the food court entrance. ened from view at all locations on site ' -0" above finish floor. rt of the architectural design concept existing site light poles, recessed canopy ting and up lighting at the trees. erior wall is minimal for the mall on of a new mall entrance, combined with Overhang, masonry banding, masonry reveals, sting of a row of 6" calipers Bradford Pear pedestrian tree grates and shrubs in a will not be a monotony of design. The h facade will be constructed of a 9' -0" e Bradford Pear trees and shrubs in the rvyn's Department Store is compatible to uthcenter. This compatibility is achieved eaturing strong horizontal banding in 11 building. f a similar species to the proposed new ding trees, ground cover and shrubbery. Mechanical and service areas 'ill be appropriately screened from normal viewing by•either screen wall., the parapet or rolling doors. 9. Miscellaneous structures and street furniture. Existing site furnishings and site lighting will be re ocated as required. WA)) 01011•••■: • • • 000• • • . I : • • -: L • WF.S1' .EVATION SCA112-111 10.0 6.111.11.0.0 ri. ill_il 0 11 .. INil 1110•1 it 11.)10110A1111•41•0•1•111001 • C.7.. 100. • 1111 I .L I 4 MI 0 010% • I rl :1•4010 4 00 uu I Z. :1 . 1021.1•41 NOIMI ELEVATION 0•0004: — • -Fs\-zw F 1!:; 1:11 lin Film lin .•• I IN 1•11 1111.1.7 di FAS-I. 11 F I° "\TN IA NC COI on CAM Ion11. . I L1111 Mal m •I I :WWI •111 is .12 MOM 11 AI U1.11.a...1 W -1- _____ _' ._ , T HQ O. _ ... _ . . t - 17 ..- --==.1.7.--- , ......,..--= I . ... - • ..=,___ ___ _:________,...__ •,...... ._ .. _ _._......“..„..u...____ ..=.:,.. [1 Ilfl r in nni:ni 1 1••1.1 wt 111. - FT I ANIWAY1111.1“1 SIN 11 A...1M .11.7...115 • bit/C1211r11.316AMUS 7 NIKE 3/10/0 MSC% 71 ri I .1.1nUAL MAU kid)S lout ••1/10 (1011 2 SlICE IV).: 2. MA)) SlAtS - 6.4n.k :;;;, L-1 ..••11.0 AIERVYNS D Ep A Rr,,,INT SIORE Tu);WILA. %'. 711791 ativATIoNs Ira? I? Ill Al ISD,. A pity - - iitlegkArftulZ VIEW OF MAIN ENTRANCE AXONONIMIZIC • QENTRY ELF_VATION I uNlr.rwil U 10.14.4 r:\ ENTRY PLAN 4 l'J14 lUtIM 11:. 2 2■11.MILKIN • 11111142 1111: I PRPEZalligglairalitaL _ _ _11 I Dr Am „ „ AW N CTIM a IN ft It GLASS 1(.1t1 I1a \ 1 IM ;Slew!: [I flIEi[iiL]i [IL r Tvri: GFIC altar. I 12.11"StCriEly MI Kr*: . • _ • - - _ ' - ----- • . • 4 .-- v1.5111111 E F] I 1 IrK IWlU — I) Weill :111'r 2 ILVIIK .C.(1.1411 • -r--. • VI. IA? EL StIlltint17 ' • ' „„. MERVYN'S DEM R STORE TUKWILA. WA. • 731 Jul W M. Una 11'1'. ENTRY PLAN & ELLNAI ION / l'ERSPECI IVES A2 Lez) DAY • • reit. 1 LAIJC 11 MN I (7. •••• El:16%1i t • - isi•Igra IA1,1111)4'1.0 k WM.( — w1ll••11,1.160111.1. ”MIS As sloowN 11)./AllAS II ANk1,1, MAI. 1 MIKAN. S 6. 511E/LANDSCAPE PLAN (I) ...........-. (eV ....:), ..---- ,--= MERVYN'S r r. OF TY P. .A I)SCA PI Rc.; WAS' tr T • 4. I 4 IAIL 161011 114 HUI leAlION tof IA.:U.47AM.; MA1 t•IAL , MERVYN'S • AIL >111.11 A A— 7 1=117317747;r1""*"11, N "• - • — f ,,,,, (.1.04 11111 (460IM lumirut 11111U116 11V . .- WAIL 1 ANY • rIn: I Mint: 1 1 MAL • Alt MIN/041.1 111.1 IllANS■06.1 CA I. ICA MOCK Sr IMEN 111 8046 63 6. 141611 • Um toi:Milf WA. sr. IN (46 IPIIAt 1 ANIII.:MING A.VX11141111,1NG M I RV VN'S I XirAlirMENT uII Tu K%VI LA, WA. 711711 SITE/LANDSCAPE PLAN 711141. L 1 0 • (NI • Dear Mr. Pace: MERVYN'S June 6, 1991 Mr. Jack Pace City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Re: Proposed Expansion of Southcenter Shopping Center H(4ay 5 G�Oth(II_� 1)p5 h9@ ( 4� ( k�il l � II G , Writer's Direct Dial Number (415) As you requested at our meeting on June 3, the following is an expansion on the responses to issues regarding Mervyn's as contained in the Design Review Application submitted by Center Ridge Design Services on April 30, 1991. This discussion is meant to accompany a revised drawing submittal being forwarded to you under separate cover by Mervyn's architect, Leo A. Daly. 6. RELATIONSHIP OF STRUCTURE /SITE TO ADJOINING AREA Response: 7. LANDSCAPE AND SITE TREATMENT Response: The proposed Mervyn's design has been conceived as a synthesis of the long - established character of the existing department stores and the more recently added character of the food court. With similar massing to these department stores, Mervyn's proposes the use of matching brick and accent materials with feature banding reflecting both the newer and older designs at the center. Given the severe sub - surface conditions at the Mervyn's site, considerable investigation and analysis is still needed to develop a reasonable program for the building's site surrounds. Mervyn's tentative approach, reflected in the proposal, is as follows: ATTACHMENT 2d I or Mr. Jack Pace June 6, 1991 Page 2 Sidewalk trees with pedestrian tree grates are proposed to break up the major wall masses, cool the building facades and shade the center's customers. While providing adequate room for safe and convenient pedestrian access, surrounding sidewalks will additionally feature serpentine planting beds with gentle perming to help emphasize the planting. All these amenities have been designed to visually focus the customer on the approach axes and the salient features of the architecture. The Mervyn's proposal also incorporates an internal loading dock with roll down doors to obviate the visual impact of its truck servicing and trash collection. Other service situations, such as transformers, are to be screened with walls and/or landscaping. 8. BUILDING DESIGN Response: As noted above, Mervyn's design is intended as a harmonious addition to the existing center in terms of scale, massing, material quality and color. The primary exterior finish proposed is a reddish brown brick, closely related to the brick colors existing at the center. A related, but considerably lighter, tone of brick is employed to produce horizontal banding and "medallions" to add visual diversity to the wall planes and to relate the design back to existing motifs at the development. This primary pallet for the architecture has intentionally been kept simple and restrained to create an elegant statement and allow the entry structures the potential of strong counterpoint. The design intent at the three entries has been to achieve a reduced overall scale using smaller building elements and materials of smaller module. At the same time material variety and sophistication have been increased in these areas to heighten visual interest and anticipation. The entry canopies are proposed to be both deep and broad to provide extensive cover in response to the climate. Recessed lighting in the canopy soffits will flood the entry areas at night. Sufficient room under these canopies has been provided to accommodate seating and bicycle storage. Z ca Mr. Jack Pace June 6, 1991 Page 3 Mechanical equipment on the building roof will be screened from view behind the wall parapets associated with the entry masses. Other servicing elements of the project will be appropriately screened'as noted above. Sincerely Davis, A.I.A. Manager, Production Services cc: Randy Crossley, Construction Project Manager Al Velikan, Manager, Construction Joe Tyndall, Leo A. Daly Tukwila Red File 0200 SOU T/ICI:, \'7'E IJUUL I';} RD, TUliI1 IY;1SIIINGTUN:ltil, PHONE (206) 4133• J ti( / METRO BUS SHELTER Cwt. I ... VanDuscn. Mayor ATTACHMENT 3 CITY OF TUKWILA „ 7 ..r 1, t - Y . G: i t' c. 6200SOUTHCEN'TERBOULEVARD, TUKWILA, l:ASHINGTON DATE: PROPOSAL: LOCATION: APPLICANT: FILE REFERENCE: May 31, 1991 ENVIRONMENTAL REVIEW RECORD CITY OF TUKWILA MITIGATED DECLARATION OF NON- SIGNIFICANCE Southcenter Joint Venture EPIC -11 -91 (91 -4 -DR) THRESHOLD DETERMINATION: This is a Mitigated Declaration of Non - Significance P K (206) 433.1 ti00 . Cr:n' 1.. VunDu s('n, Aluvur Construction of a 111,032 square foot addition to Southcenter Shopping Center to include a two - story department store and mall shops. Also proposed is-the relocation of the mall bus stop to Andover Park West. A portion of the existing parking area would be re- striped to add parking spaces and landscaping. The northwest portion of Southcenter Shopping Center, south of Tukwila Parkway and west of Andover Park West. The environmental review consisted of analysis based on the following documents included in the environmental review record: - Environmental Checklist prepared by Center Ridge Design Service, Inc. dated Feb. 6, 1991 (Received 2/8/91) - Traffic Impact Analysis (dated Dec. 27, 1990) by The TRANSPO Group, Inc. - Geotechnical Report (dated Nov. 1988) by Shannon & Wilson, Inc. Geotechnical Consultants ATTACHMENT 4 II Page 2 EPIC -11 -91 Site Development Plan SK -4A Parking Requirement Summary dated Sept. 21, 1990 (received Jan. 9, 1991). Parking - .Requirement Summary (dated January 22, 1991) and letter dated Jan. 24, 1991 from Thomas Schmitz, P.E. of Jacobs, Visconsi & Jacobs Co. (JVJ) Southcenter Shopping Center Site Statistics dated Jan. 25, 1991 Proposed narking layout (April 9, 1991) List of Mitigation Items dated April 10, 1991 Letter dated April 16, 1991 from METRO (Eric Gleason) to JVJ Traffic Impact Analysis dated April 19, 1991 by TRANSPO (received April 22, 1991) SEPA Application, List of Proposed Mitigation Items with Exhibit A: Proportionate Share attachment (dated April 26, 1991) Letter dated April 30, 1991 from the TRANSPO Group (Larry Toedtli) to Tom Schmitz (JVJ) Letter dated Jan. 27, 1987 to P. Grodecki of Center Ridge Design from Factory Mutual Engineering re:water supply availability Letter dated April 30, 1991 from Factory Mutual Engineering to Stecklow & Assoc. re: water supply Letter dated April 30, 1991 to Steve Moluse from Stecklow & Assoc. re: City water system supply Letter dated April 30, 1991 to Jack Pace from Steve Moluse re: water supply /adequacy of fire protection Letter dated April 18, 1991 to Ron Cameron from Martin Penhallegon (HDA) re:water supply Memo.dated April 24, 1991.to Ron C. from Pat B. responding to HDA letter Letter dated May 1991 to Ron Cameron from Steve Moluse re:Andover Park West Northbound Bus Pull -out and Fatigue property, Fax received May 7, 1991 from Steve Moluse re: water supply with attachments enc1.:IRI, Mervyn's Memo from Public Works dated May 28, 1991 re: LID ENVIRONMENTAL REVIEW BACKGROUND There has been previous environmental review for the original mall project. DESCRIPTION OF PROPOSAL The proposal involves a 111,032 square foot expansion to the Southcenter Shopping Center. The addition would include a 86,150 square foot department store (Mervyn's) and 24,882 square feet of mall shops. The mall expansion would be located on the northeast corner of the existing shopping center. The project would also include re- stripping the existing parking lot to add 206 parking Page 3 EPIC -11 -91 spaces and additional landscaping. Perimeter and interior pedestrian access would be provided along streets and to the expansion area. See the Public Improvements discussion below. PERMITS REQUIRED - Design Review - Grading Permit - Building Permit - Street use /Utility permits DESIGN FEATURES Mall Expansion. The 24,882 square foot mall addition would be located directly north of J.C. Penny's. Three hundred forty eight parking stalls would be replaced with the expansion. The project involves extending the mall by approximately 200 linear feet from the J.C. Penny's department store northward. A new mall entrance would be located immediately north the J.C. Penny building. The design would be similar to the Rainier Food Court entry. The lower half of the 25 -foot height wall would be recessed by approximately six feet. Trees and tree grates would be installed adjacent to the walkway linking the new mall entrance' to the Mervyn's entrance. The building skin would be a red -tone brick with contrasting color bands similar to Nordstrom and the entrance on the mall's south elevation. Mervyn's would total 82,940 square feet in area with entrances on the north, west and east sides. (See the site plan attached.) Additional landscaping is proposed for the parking areas north, east and south of the existing mall and expansion areas Landscaping would be installed along the mall shops expansion area and within the existing and parking areas. Additional landscaping would be provided along street frontages. Proposed landscaping would be reviewed by the Board of Architectural Review during the Design Review process. CHECKLIST ITEMS A. EARTH The site is relatively flat and is occupied by a regional shopping mall. A geotechnical report was prepared for this project by Shannon & Wilson, Inc. dated November 1988. The site is underlain by soft compressible material. The potential for additional settlement could occur from 2 to 6 inches over a majority of the site during the next 10 to 15 years as result of fill placed on the site in the early 1960's. See Condition NO's 1 and 2. Page 4 ' EPIC -l1 -91 B. WATER The site is currently occupied with development and is not in the vicinity of a water body. The proposal will not result in soil erosion or siltation. No additional impermeable surface area would be created with this project. C. LANDSCAPING A majority of the site not occupied by existing structures is paved parking area. Perimeter landscaping exists adjacent to streets surrounding the site. Landscaped strips extend along entrance aisles into the shopping mall. The existing landscaping does not conform to Section 18.52.020 of the Tukwila Municipal Code. Additional landscaping is proposed with this project. The Board of Architectural Review would review issues pertaining to existing non - conforming landscaping, and proposed landscaping as part of the Design Review process. D. AESTHETICS The Board of Architectural Review (BAR) shall review the design of the proposed Southcenter mall expansion and Mervyn's Department Store in accordance with the five adopted design criteria. E. NOISE Compliance to TMC 8.22.160 will be required to mitigate temporary construction noise impacts. F. TRANSPORTATION A traffic impact analysis dated April 19, 1991 prepared TRANSPO was submitted to the City. The study identified existing conditions of public improvements and numbers of additional trips generated with the proposed mall expansion project. The study concluded that the project would result in impacts to the transportation network. In order to reduce impacts to traffic and improve the existing network and levels of service, the applicant, the City of Tukwila and METRO Transit have agreed to a variety of proposed mitigation measures. The proposed conditions are attached and include the following: 1. Re -route transit facilities now located within the mall parking area to Andover Park West. 2. Install traffic signal at the Andover Park West /Baker Blvd. intersection. r 11 Page 5 EPIC -11 -91 3. Grant easements for transit stops /access 4. Dedicate right -of -way for transit access. 5. Provide sidewalks along Andover Park West and Strander Blvd. 6. Provide additional public improvements along Andover Park West. Exhibit "A" specifies the location and proportionate share of costs to be paid by the applicant for public improvements. The proposed public improvements would mitigate impacts related to the proposed project and would be conditions required as part of the SEPA determination. In conjunction with the mitigation measures proposed by the applicant, the City would provide all necessary rights -of -way and easements on the east side of Andover Park West required for the signal installation and the northbound bus pull -out. The City would also provide construction inspections free of charge and would order and pay up -front costs for the signal controller for the Andover Park West /Baker Blvd. intersebtion. The City would be reimbursed for the cost of the'controller. G. UTILITIES It has been determined that the water supply is adequate for the proposed addition to the Southcenter Mall site. A test for water flow and pressure was conducted on April 30, 1991'. The test revealed that water pressure and flow in the vicinity of Southcenter Mall would be adequate to provide fire protection for the proposed shopping center expansion. It was also determined that the existing 8 -inch water main along Andover Park West provides inadequate flow velocities that exceed the current 10 feet -per- second (fps) design criteria. This conclusion is based upon Tukwila's Water Comprehensive Plan. CONCLUSIONS AND CONDITIONS Issuance of a- Mitigated Determination of Non- Significance is appropriate for the proposed Southcenter Shopping Center expansion project (EPIC- 11 -91) because the required mitigation measures required as project conditions would reduce potentially adverse environmental impacts below a level of significance. 5 o►- 11 Page 6 EPIC -11 -91 Conditions would be as follows: EARTH CONDITION 1 a. Proposed grading should include export fill for structural support pursuant to the recommendations of the geotechnical report dated November 1988. b. Foundation design should include pile supports for the mall shops addition prior to issuance of building permits, the Building Department shall ensure the foundation plan is designed for the geologic conditions of the site as discussed in the geotechnical report dated November 1988. BUS STOP /TRANSPORTATION CONDITION 2 The existing bus stop located within the mall parking lot would be relocated to Andover ParkWest. This joint project between Jacobs, Visconsi Jacobs, Metro, and the City of Tukwila is intended to relieve Metro's operational inefficiencies in operating through the mall parking facility and to eliminate further routing modifications necessitated by the mall expansion. DIVISION OF RESPONSIBILITIES CONDITION 3 Jacobs, Visconsi & Jacobs a. Jacobs, Visconsi & Jacobs will coordinate and administer the design and construction of the north bound and south bound pull -outs. Actual construction costs to be reimbursed by Metro. However, cost for engineering design and construction administration will be funded by Jacobs, Visconsi, & Jacobs. b. Dedicate the necessary right -of -way to the City of Tukwila for the pavement, curb and gutter portions of the south bound pull -out. c. Provide easements for sidewalk and bus shelter footings located at the south bound pull -out on the west side of Andover Park West. d. Coordinate the design and construction of the Andover Park /Baker Boulevard traffic signal. Jacobs, Visconsi & Jacobs will administer the 6 OF /J Page 7 EPIC -11 -91 design and construction of the installation. e. Accommodate an in -lane bus stop on Strander west of the mall's eastern entrance by providing a 10' wide curb side sidewalk connected to the proposed Strander sidewalk network. f. Coordinate with the City of Tukwila to obtain plan . approvals and construction inspection. g Jacobs, Visconsi & Jacobs will purchase poles for the Baker Blvd. traffic • signal installation. Jacobs, Visconsi & Jacobs' cost would be reimbursed by Metro. h. Jacobs, Visconsi & Jacobs will fund the Phase I lane marking at the Andover Park /Baker Blvd. intersection to accommodate the left turn movements. i. Metro will fund 100% of the cost of the design and the hard construction cost associated with the traffic signal. J Metro will fund 100% of the cost of construction for the north bound and south bound pull -outs including adjacent pavement widening, curb and gutter, as well as sidewalks and footings for passenger shelters. Metro will reimburse Jacobs, Visconsi & Jacobs its cost for all construction associated with this improvement. k. Stain•:av connecting Southcenter Parkway north of Strander Blvd. to the Doubletree Motel parking area for pedestrian access. The stairway design would be reviewed and approved by the Department of Public Works. CONDITION 4 CONSTRUCTION OF ANDOVER PARK WEST SIDEWALKS a. Jacobs, Visconsi & Jacobs would design and install a 5' wide sidewalk with 'a 2'. wide paved vehicular overhang area along Andover Park West in accordance with Site'Plan L -1, dated 4/19/91, and sketch SK -3 dated 3/21/91. Existing parking adjacent to Andover Park West will be modified for use by compact cars to minimize impact on existing landscape. b. New sidewalks will not be installed at the Firestone or Union 76 parcels due to site area Page 8 EPIC -11 -91 restrictions. Continuous pedestrian circulation is currently provided at these locations across paved access drives. CONDITION 5 CONSTRUCTION OF STRANDER BLVD. SIDEWALKS a. Jacobs, Visconsi & Jacobs will design and install a 5' wide sidewalk along Strander blvd. in accordance with Site Plan L -1, dated 4/19/91, and Sketch SK -3 dated 3/21/91. Existing parking adjacent to Andover Park West will be modified for use by compact cars to minimize impact on existing landscape. b. Jacobs, Visconsi & Jacobs will design and install a 4' wide sidewalk /stairway connection from the intersection of Strander and Southcenter Parkway to the south west corner of the Doubletree parking lot. The City of Tukwila will not require sidewalks along the south side of the Doubletree Parcel due to topographic constraints and the negative impact on existing parking. See Dwg. L -1, dated 4/19/91. Pedestrian access would be provided through the Doubletree site onto the new sidewalk to be installed by the applicant. Existing sidewalks will not be modified along Tukwila Parkway or Southcenter Parkway. It has been determined by the Tukwila Planning and Public Works Departments that existing sidewalks in place satisfy the requirements of the City's sidewalk ordinance. c. Jacobs, Visconsi & Jacobs will design and install a pedestrian connection from the relocated bus pull- out to the mall, as shown on Dwg. L -1, dated 4/19/91. d. Jacobs, Visconsi & Jacobs will provided pedestrian linkage from Strander Blvd. to mall, as shown on Dwg. L -1, dated 4/19/91. e. Jacobs, Visconsi & Jacobs will provide pedestrian linkage from Southcenter Parkway to the mall, as shown on Dwg. L -1, dated 4/19/91. f. Jacobs, Visconsi & Jacobs will reconstruct the existing pedestrian stairway on Tukwila Parkway to align it with the Eon's east sidewalk, as shown on Dwg. L -1, dated.4 /19/91. Page 9 EPIC -11 -91 CONDITION 6 CONDITION 7 g Jacobs, Visconsi & Jacobs will modify post office access to improve traffic flow along Andover Park West, as shown on Dwg. L -1, dated 4/19/91. Jacobs; Visconsi & Jacobs will modify internal parking configuration and traffic circulation to improve traffic flow and reduce congestion on the surrounding road network by reducing congestion at existing four -way intersections. Jacobs, Visconsi & Jacobs will pay a pro -rated share of the following traffic improvements, based on the percentages and establish construction costs listed on the attached Exhibit A: a. Andover Park West: curbing on the west side of the street right -of -way. b. Southcenter Parkway and Strander Blvd. intersection sidewalk improvements. c. Andover Park West /Strander intersection improvements. d. Andover Park West and Tukwila Parkway traffic signal control. Jacobs, Visconsi & Jacobs agrees to reimburse the City the proportionate cost of the above improvements, up to the per improvement percentage and dollar amount limits set forth in the attached Exhibit A upon completion of each improvement. CONDITION 8 UTILITIES A no- protest agreement to upgrade the waterline would be required. The comprehensive plan has identified the replacement of the existing as necessary; the deficiency is where flows have been exceeded the 10 fps standard (20 fps' for fire flow) . Resulting water hammer causes PR valves to fail(no PR by Southcenter flanges). The development will further increase the flow velocity. An LID for this improvement and no- protest would provide the corrective action. • $12,300 b. $22,400 c. $10,540 d. EXHIBIT A Jacobs, Visconsi & Jacobs proportionate share contributions for public improvements to be constructed by the City of Tukwila: $10,400 a. Andover Park West (Tukwila Parkway /Strander Blvd) (excepting Baker improvements by JVJ) The street will be widened to provide for vehicle left turns. There's an existing left turn safety and capacity problem, the additional left turn volume will range from 220/day on the north to 490 on the south. This additional traffic will exacerbate the left turn safety and capacity. Widening is being designed. JVJ's share is being quantified as the cost of the curb to be replaced on their frontage, approximately 1,300 feet @ $8 /ft. is $10,400. Southcenter Parkway /Strander LOS. To raise the LOS' and pedestrian safety, the east leg will be widened and a sidewalk constructed on the south side. JVJ's share based on increased per hour volumes: 186 growth for 5 years 150 other known development 30 JVJ' 366 total 30/366 = 8.2% 8.2% of $150,000 = $12,300 Stander /Andover Park West Widening for north /south left turn lanes and signal control 149 growth for 5 years 163 other development 90 JVJ 402 total 90/402 = 22.4 22.5 of $.100,000 = $22,400 Tukwila Parkway /Andover Park East signal control 66 growth for 5' years 75 other known development 20 JVJ 161 Total 20/161 = 12:4% 12.4% of $85,000 = $10,540 )ocf.1 • . S 15;11-{ ST UoU PROPOSED EXPANSION EXISTING SOUTHCENTER MALL I I I ` r. ,r STWCRaEtYJ St51rST, p.+ COO. I .\ North 11011(11 .(j) Staff Recommended Revisions to Proposed Landscape Plan Sile Liteitlticapc Plan cr Ili 1:1 0; 24 I 3 0 In o 14 0 7 0 • Q. a 0 > Q . CC Ill 0.0 1.11 in 1-• L-4 MERVYN'S June 12, 1991 Ms. Denni Shefrin City. of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Ms. Shefrin: C 71991 22301 Foothill Boulevard Hayward, CA 94541 (415) 538-8800 Writer's Direct Dial Number (415) As we discussed this afternoon, Mervyn's is in need of making some adjustments in its facade elevations. This need arises from the fact that our building square footage has grown to slightly more than the available parking will support. Our intent is to reduce square footage accordingly in the second level by moving the second level walls inboard in a couple of places. We want to point out, however, that much if not most, of the submittal would remain unchanged. All site plan and sidewalk plan documents would not need revision nor would the developer's plans and elevations. Only the Mervyn's elevations and perspectives would be effected, but even then the entry design would remain the same. If the City will allow us to maintain the established processing schedule, we would have schematics of the design change in your hands by this coming Monday. We would then follow up with the complete presentation perhaps replacement by the following Wednesday. _ Please advise us as soon as possible how we might proceed. Richard Davis, A.I.A. Manager, Production Services cc: Scott Schlosser Wayne Bartlett Al Velikan Randy Crossley John Davis June 6, 1991 Dear Mr. Pace: Response: Response: MERVYN'S Mr. Jack Pace City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 • C_ l Re: Proposed Expansion of Southcenter Shopping Center As you requested at our meeting on June 3, the following is an expansion on the responses to issues regarding Mervyn's as contained in the Design Review Application submitted by Center Ridge Design Services on April 30, 1991. This discussion is meant to accompany a revised drawing submittal being forwarded to you under separate cover by Mervyn's architect, Leo A. Daly. 6. RELATIONSHIP OF STRUCTURE/SITE TO ADJOINING AREA The proposed Mervyn's design has been conceived as a synthesis of the long- established character of the existing department stores and the more recently added character of the food court. With similar massing to these department stores, Mervyn's proposes the use of matching brick and accent materials with feature banding reflecting both the newer and older designs at the center. 7. LANDSCAPE AND SITE TREATMENT 223 1 oth o e vd ar Hay 54 VV1 (415)PIING DEPT. riter's Direct Dial Number (41.5) Given the severe sub - surface conditions at the Mervyn's site, considerable investigation and analysis is still needed to develop a reasonable program for the building's site surrounds. Mervyn's tentative approach, reflected in the proposal, is as follows: C Mr. Jack Pace June 6, 1991 Page 2 Sidewalk trees with pedestrian tree grates are proposed to break up the major wall masses, cool the building facades and shade the center's customers. While providing adequate room for safe and convenient pedestrian access, surrounding sidewalks will additionally feature serpentine planting beds with gentle perming to help emphasize the planting. All these amenities have been designed to visually focus the customer on the approach axes and the salient features of the architecture. The Mervyn's proposal also incorporates an internal loading dock with roll down doors to obviate the visual impact of its truck servicing and trash collection. Other service situations, such as transformers, are to be screened with walls and /or landscaping. 8. BUILDING DESIGN Response: As noted above, Mervyn's design is intended as a harmonious addition to the existing center in terms of scale, massing, material quality and color. The primary exterior finish proposed is a reddish brown brick, closely related to the brick colors existing at the center. A related, but considerably lighter, tone of brick is employed to produce horizontal banding and "medallions" to add visual diversity to the wall planes and to relate the design back to existing motifs at the development. This primary pallet for the architecture has intentionally been kept simple and restrained to create an elegant statement and allow the entry structures the potential of strong counterpoint. The design intent at the three entries has been to achieve a reduced overall scale using smaller building elements and materials of smaller module. At the same time material variety and sophistication have been increased in these areas to heighten visual interest and anticipation. The entry canopies are proposed to be both deep and broad to provide extensive cover in response to the climate. Recessed lighting in the canopy soffits will flood the entry areas at night. Sufficient room under these canopies has been provided to accommodate seating and bicycle storage. Mr. Jack Pace June 6, 1991 Page 3 Mechanical equipment on the building roof will be screened from view behind the wall parapets associated with the entry masses. Other servicing elements of the project will be appropriately screened as noted above. Richard Davis, A.I.A. Manager, Production Services cc: Randy Crossley, Construction Project Manager Al Velikan, Manager, Construction Joe Tyndall, Leo A. Daly Tukwila Red File /;, /,;,,. ' O S 1.'gfga7Migida' - • , • , • 41-1111 r• PAM .111111!2dr*Z'*" BRICK TYPE 1 BAND PROJECTED 112" INTERNALLY ILLUMINATED MERVYN'S SIGN `.' UFRC COPING- EAST ELEVATION SCALE =1 /8 " =1' -0" T /COPING Y50'-0" GFRC COLUMN C OVER , CAPIIAI & BASE - - -- PAINTED ALUMINUM STOREFRONT ---' • 10 GFRC COPING ,.BRICK TYPE 2 BANDS • .LIME STONE SURROUND SEE DETAIL. SHEET A2 SEE DETAIL SHEET A-2 SCREEN WALL @ TRUCK DOCF BRICK SPECIFIC'ATIONS BRICK TYPE 1 - MUTUAL MATERIALS BRICK #43710 COPPER BRICK TYPE 2 - MUTUAL MATERIALS BRICK - 'ASPEN'-MISSION GFRC COPING BRICK TYPE 2 BRICK TYPE 1 BRICK M EDA LION 4" RECESSED BRICK TYPE 2 BANDS ENTRY ELEVATION 1/4"=1e--0" PAINTED ALUM. & GLASS STOREFRONT LIMESTONE TYPE 1 LIMESTONE TYPE 2 'ERAMIC TILE MEDALION ErigHT3 L JUN 181991 CITY GF TUK'NILA PLANNING DEPT. E. - S -9 1 WED MINUTES OF MEETING Date: June 3, 1991 9 : - r 1 4 e P . 2 Project: Mervyn's at Southcenter Mall Tukwila, Washington Location: Tukwila City Planning Department Participants: Jack Pace - City Planner Denni Shefrin - Assistant City Planner Dick Davis - Mervyn's Al Velikan - Mervyn's Ro Shroff - Leo A. Daly Purpose: To review design progress prior to submission Prepared by: Ro Shroff /JUH 9 5 1991 The following points and items were discussed. 1. Jack Pace gave an overview of the Design Review submittal process, overall schedules and general City of Tukwila design standards, philosophies and requirements. 2. Ro Shroff presented and reviewed the Mervyn's Department Store design and progress made over the past few weeks, working with Denni Shefrin. 3. Jack Pace suggested the following refinements to the design: a. Coordinate all material selection with Centerridge Design. b. Define curvature of entrance canopy more perceptibly. c. Review possibility of seating and /or other amenities under canopy. d. Articulate in more detail the decorative panels adjacent to entrance vestibule. e. Landscaping requirements were discussed at length. Mervyn's and Leo A. Daly may present the raised planters or bermed landscaping as two possible options depending on overall structural and cost implications. f. The revised drawings and written support material will be submitted June 7th. The documentation will include 8 sets of drawings and 1 set of 8.1/2" x 14" PMTs along with a sketch view and a colored elevation depicting materials and color, 6- 5-9 1 WED cc: All Attendees Randy Crossley Joseph Tyndall Ronald Hand 9 : 04 0 g, A colored photo montage rendering will be prepared to supplement the submittal for the Design Review Board presentation on June 27th, h. A color /material sample board should be submitted along with the drawings. The above notes constitute the writers interpretations of the items discussed. Please notify the writer of any changes and /or modifications as soon as possible. F. es puIgl•TE weQMs Barg!. •.NOIN..RINO •WAT.R•..W.R• ••1YILOINO• PLAN VIEW WELCOME TO TUKWILA consultants FRONT ELEVATION • METRO BUS STATION . I I, .1 =t•t CITY OF TUKWILA 6200 SOUTIICENTER BOULEVARD, TUKWILA, WASHINGTON 98188 o DATE: PROPOSAL: LOCATION: MITIGATED DECLARATION OF NON- SIGNIFICANCE May 31, 1991 CITY OF TUKWILA Construction of a 111,032 square foot addition to Southcenter Shopping Center to include a two - story department store and mall shops. Also proposed is the relocation of the mall bus stop to Andover Park West. A portion of the existing parking area would be re- striped to add parking spaces and landscaping. The northwest portion of Southcenter Shopping Center, south of Tukwila Parkway and west of Andover Park West. APPLICANT: Joint Venture FILE REFERENCE: EPIC -11 -91 (91 -4 -DR) ENVIRONMENTAL REVIEW RECORD THRESHOLD DETERMINATION: This is a Mitigated Declaration of Non - Significance PHONE 11 (206) 433.1800 Cary I.. VanDusen. Mayor The environmental review consisted of analysis based on the following documents included in the environmental review record: Environmental Checklist prepared by Center Ridge Design Service, Inc. dated Feb. 6, 1991 (Received 2/8/91) Traffic Impact Analysis (dated Dec. 27, 1990) by The TRANSPO Group, Inc. Geotechnical Report (dated Nov. 1988) by Shannon & Wilson, Inc. Geotechnical Consultants Page 2 EPIC -11 -91 Site Development Plan SK -4A - Parking Requirement Summary dated Sept. 21, 1990 (received Jan. 9, 1991) - Parking Requirement Summary (dated January 22, 1991) and letter dated Jan. 24, 1991 from Thomas Schmitz, P.E. of Jacobs, Visconsi & Jacobs Co. (JVJ) Southcenter Shopping Center Site Statistics dated Jan. 25, 1991 Proposed parking layout (April 9, 1991) List of Mitigation Items dated April 10, 1991 - Letter dated April 16, 1991 from METRO (Eric Gleason) to JVJ - Traffic Impact Analysis dated April 19, 1991 by TRANSPO (received April 22, 1991) - SEPA Application, List of Proposed Mitigation Items with Exhibit A: Proportionate Share attachment (dated April 26, 1991) - Letter dated April 30, 1991 from the TRANSPO Group (Larry Toedtli) to Tom Schmitz (JVJ) - Letter dated Jan. 27, 1987 to P. Grodecki of Center Ridge Design from Factory Mutual Engineering re:water supply availability - Letter dated April 30, 1991 from Factory Mutual Engineering to Stecklow & Assoc. re: water supply - Letter dated April 30, 1991 to Steve Moluse from Stecklow & Assoc. re: City water system supply Letter dated April 30, 1991 to Jack Pace from Steve Moluse re: water supply /adequacy of fire protection - Letter dated April 18, 1991 to Ron Cameron from Martin Penhallegon (HDA) re:water supply Memo dated April 24, 1991 to Ron C. from Pat B. responding to HDA letter Letter dated May 2, 1991 to Ron Cameron from Steve Moluse re:Andover Park West Northbound Bus Pull -out and Fatigue property, - Fax received May 7, 1991 from Steve Moluse re: water supply with attachments enc1.:IRI, Mervyn's - Memo from Public Works dated May 28, 1991 re: LID ENVIRONMENTAL REVIEW BACKGROUND There has been previous environmental review for the original mall project. DESCRIPTION OF PROPOSAL The proposal involves a 111,032 square foot expansion to the Southcenter Shopping Center. The addition would include a 86,150 square foot department store (Mervyn's) and 24,882 square feet of mall shops. The mall expansion would be located on the northeast corner of the existing shopping center. The project would also include re- stripping the existing parking lot to add 206 parking Page 3 EPIC -11 -91 PERMITS REQUIRED DESIGN FEATURES CHECKLIST ITEMS A. EARTH spaces and additional landscaping. Perimeter and interior pedestrian access would be provided along streets and to the expansion area. See the Public Improvements discussion below. - Design Review Grading Permit Building Permit - Street use /Utility permits Mall Expansion. The 24,882 square foot mall addition would be located directly north of J.C. Penny's. Three hundred forty eight parking stalls would be replaced with the expansion. The project involves extending the mall by approximately 200 linear feet from the J.C. Penny's department store northward. A new mall entrance would be located immediately north the J.C. Penny building. The design would be similar to the Rainier Food Court entry. The lower half of the 25 -foot height wall would be recessed by approximately six feet. Trees and tree grates would be installed adjacent to the walkway linking the new mall entrance to the Mervyn's entrance. The building skin would be a red -tone brick with contrasting color bands similar to Nordstrom and the entrance on the mall's south elevation. Mervyn's would total 82,940 square feet in area with entrances on the north, west and east sides. (See the site plan attached.) Additional landscaping is proposed for the parking areas north, east and south of the existing mall and expansion areas. Landscaping would be installed along the mall shops expansion area and within the existing and parking areas. Additional landscaping would be provided along street frontages. Proposed landscaping would be reviewed by the Board of Architectural Review during the Design Review process. The site is relatively flat and is occupied by a regional shopping mall. A geotechnical report was prepared for this project by Shannon & Wilson, Inc. dated November 1988. The site is underlain by soft compressible material. The potential for additional settlement could occur from 2 to 6 inches over a majority of the site during the next 10 to 15 years as result of fill placed on the site in the early 1960's. See Condition NO's 1 and 2. Page 4 EPIC -11 -91 B. WATER The site is currently occupied with development and is not in the vicinity of a water body. The proposal will not result in soil erosion or siltation. No additional impermeable surface area would be created with this project. C. LANDSCAPING A majority of the site not occupied by existing structures is paved parking area. Perimeter landscaping exists adjacent to streets surrounding the site. Landscaped strips extend along entrance aisles into the shopping mall. The existing landscaping does not conform to Section 18.52.020 of the Tukwila Municipal Code. Additional landscaping is proposed with this project. The Board of Architectural Review would review issues pertaining to existing non - conforming landscaping, and proposed landscaping as part of the Design Review process. D. AESTHETICS The Board of Architectural Review (BAR) shall review the design of the proposed Southcenter mall expansion and Mervyn's Department Store in accordance with the five adopted design criteria. E. NOISE Compliance to TMC 8.22.160 will be required to mitigate temporary construction noise impacts. F. TRANSPORTATION A traffic impact analysis dated April 19, 1991 prepared TRANSPO was submitted to the City. The study identified existing conditions of public improvements and numbers of additional trips generated with the proposed mall expansion project. The study concluded that the project would result in impacts to the transportation network. In order to reduce impacts to traffic and improve the existing network and levels of service, the applicant, the City of Tukwila and METRO Transit have agreed to a variety of proposed mitigation measures. The proposed conditions are attached and include the following: 1. Re -route transit facilities now located within the mall parking area to Andover Park West. 2. Install traffic signal at the Andover Park West /Baker Blvd. intersection. Page 5 EPIC -11 -91 3. Grant easements for transit stops /access 4. Dedicate right -of -way for transit access. 5. Provide sidewalks along Andover Park West and Strander Blvd. 6. Provide additional public improvements along Andover Park West. Exhibit "A" specifies the location and proportionate share of costs to be paid by the applicant for public improvements. The proposed public improvements would mitigate impacts related to the proposed project and would be conditions required as part of the SEPA determination. In conjunction with the mitigation measures proposed by the applicant, the City would provide all necessary rights -of -way and easements on the east side of Andover Park West required for the signal installation and the northbound bus pull -out. The City would also provide construction inspections free of charge and would order and pay up -front costs for the signal controller for the Andover Park West /Baker Blvd. intersection. The City would be reimbursed for the cost of the controller. G. UTILITIES It has been determined that the water supply is adequate for the proposed addition to the Southcenter Mall site. A test for water flow and pressure was conducted on April 30, 1991. The test revealed that water pressure and flow in the vicinity of Southcenter Mall would be adequate to provide fire protection for the proposed shopping center expansion. It was also determined that the existing 8 -inch water main along Andover Park West provides inadequate flow velocities that exceed the current 10 feet -per- second (fps) design criteria. This conclusion is based upon Tukwila's Water Comprehensive Plan. CONCLUSIONS AND CONDITIONS Issuance of a Mitigated Determination of Non - Significance is appropriate for the proposed Southcenter Shopping Center expansion project (EPIC- 11 -91) because the required mitigation measures required as project conditions would reduce potentially adverse environmental impacts below a level of significance. Page 6 EPIC -11 -91 Conditions would be as follows: EARTH CONDITION 1 a. Proposed grading should include export fill for structural support pursuant to the recommendations of the geotechnical report dated November 1988. b. Foundation design should include pile supports for the mall shops addition prior to issuance of building permits, the Building Department shall ensure the foundation plan is designed for the geologic conditions of the site as discussed in the geotechnical report dated November 1988. BUS STOP /TRANSPORTATION CONDITION 2 The existing bus stop located within the mall parking lot would be relocated to .Andover ParkWest. This joint project between Jacobs, Visconsi & Jacobs, Metro, and the City of Tukwila is intended to relieve Metro's operational inefficiencies in operating through the mall parking facility and to eliminate further routing modifications necessitated by the mall expansion. DIVISION OF RESPONSIBILITIES CONDITION 3 Jacobs, Visconsi & Jacobs a. Jacobs, Visconsi & Jacobs will coordinate and administer the design and construction of the north bound and south bound pull -outs. Actual construction costs to be reimbursed by Metro. However, cost for engineering design and construction administration will be funded by Jacobs, Visconsi, & Jacobs. b. Dedicate the necessary right -of -way to the City of Tukwila for the pavement, curb and gutter portions of the south bound pull -out. c. Provide easements for sidewalk and bus shelter footings located at the south bound pull -out on the west side of Andover Park West. d. Coordinate the design and construction of the Andover Park /Baker Boulevard traffic signal. Jacobs, Visconsi & Jacobs will administer the Page 7 EPIC -11 -91 e. Accommodate an in -lane bus stop on Strander west of the mall's eastern entrance by providing a 10' wide curb side sidewalk connected to the proposed Strander sidewalk network. f. Coordinate with the City of Tukwila to obtain plan approvals and construction inspection. g. Jacobs, Visconsi & Jacobs will purchase poles for the Baker Blvd. traffic signal installation. Jacobs, Visconsi & Jacobs' cost would be reimbursed by Metro. h. Jacobs, Visconsi & Jacobs will fund the Phase I lane marking at the Andover Park /Baker Blvd. intersection to accommodate the left turn movements. i. Metro will fund 100% of the cost of the design and the hard construction cost associated with the traffic signal. Metro will fund 100% of the cost of construction for the north bound and south bound pull -outs including adjacent pavement widening, curb and gutter, as well as sidewalks and footings for passenger shelters. Metro will reimburse Jacobs, Visconsi & Jacobs its cost for all construction associated with this improvement. k. Stairway connecting Southcenter Parkway north of Strander Blvd. to the Doubletree Motel parking area for pedestrian access. The stairway design would be reviewed and approved by the Department of Public Works. j design and construction of the installation. CONDITION 4 CONSTRUCTION OF ANDOVER PARK WEST SIDEWALKS a. Jacobs, Visconsi & a 5' wide sidewalk overhang area along with Site Plan L -1, dated 3/21/91. Andover Park West compact cars to landscape. Jacobs would design and install with a 2' wide paved vehicular Andover Park West in accordance dated 4/19/91, and sketch SK -3 Existing parking adjacent to will be modified for use by minimize impact on existing b. New sidewalks will not be installed at the Firestone or Union 76 parcels due to site area Page 8 EPIC -11 -91 restrictions. Continuous pedestrian circulation is currently provided at these locations across paved access drives. CONDITION 5 CONSTRUCTION OF STRANDER BLVD. SIDEWALKS a. Jacobs, Visconsi & Jacobs will design and install a 5' wide sidewalk along Strander blvd. in accordance with Site Plan L -1, dated 4/19/91, and Sketch SK -3 dated 3/21/91. Existing parking adjacent to Andover Park West will be modified for use by compact cars to minimize impact on existing landscape. b. Jacobs, Visconsi & Jacobs will design and install a 4' wide sidewalk /stairway connection from the intersection of Strander and Southcenter Parkway to the south west corner of the Doubletree parking lot. The City of Tukwila will not require sidewalks along the south side of the Doubletree Parcel due to topographic constraints and the negative impact on existing parking. See Dwg. L -1, dated 4/19/91. Pedestrian access would be provided through the Doubletree site onto the new sidewalk to be installed by the applicant. Existing sidewalks will not be modified along Tukwila Parkway or Southcenter Parkway. It has been determined by the Tukwila Planning and Public Works Departments that existing sidewalks in place satisfy the requirements of the City's sidewalk ordinance. c. Jacobs, Visconsi & Jacobs will design and install a pedestrian connection from the relocated bus pull- out to the mall, as shown on Dwg. L -1, dated 4/19/91. d. Jacobs, Visconsi & Jacobs will provided pedestrian linkage from Strander Blvd. to mall, as shown on Dwg. L -1, dated 4/19/91. e. Jacobs, Visconsi & Jacobs will provide pedestrian linkage from Southcenter Parkway to the mall, as shown on Dwg. L -1, dated 4/19/91. f. Jacobs, Visconsi & Jacobs will reconstruct the existing pedestrian stairway on Tukwila Parkway to align it with the Bon's east sidewalk, as shown on Dwg. L -1, dated. 4/19/91. Page 9 EPIC -11 -91 g. CONDITION 6 CONDITION 7 Jacobs, Visconsi & Jacobs will modify post office access to improve traffic flow along Andover Park West, as shown on Dwg. L -1, dated 4/19/91. Jacobs, Visconsi & Jacobs will modify internal parking configuration and traffic circulation to improve traffic flow and reduce congestion on the surrounding road network by reducing congestion at existing four -way intersections. Jacobs, Visconsi & Jacobs will pay a pro -rated share of the following traffic improvements, based on the percentages and establish construction costs listed on the attached Exhibit A: a. Andover Park West: curbing on the west side of the street right -of -way. b. Southcenter Parkway and Strander Blvd. intersection sidewalk improvements. c. Andover Park West /Strander intersection improvements. d. Andover Park West and Tukwila Parkway traffic signal control. Jacobs, Visconsi & Jacobs agrees to reimburse the City the proportionate cost of the above improvements, up to the per improvement percentage and dollar amount limits set forth in the attached Exhibit A upon completion of each improvement. CONDITION 8 UTILITIES A no- protest agreement to upgrade the waterline would be required. The comprehensive plan has identified the replacement of the existing as necessary; the deficiency is where flows have been exceeded the 10 fps standard (20 fps for fire flow). Resulting water hammer causes PR valves to fail(no PR by Southcenter flanges). The development will further increase the flow velocity. An LID for this improvement and no- protest would provide the corrective action. EXHIBIT A Jacobs, Visconsi & Jacobs proportionate share contributions for public improvements to be constructed by the City of Tukwila: $10,400 a. Andover Park West (Tukwila Parkway /Strander Blvd) (excepting Baker improvements by JVJ) The street will be widened to provide for vehicle left turns. There's an existing left turn safety and capacity problem, the additional left turn volume will range from 220 /day on the north to 490 on the south. This additional traffic will exacerbate the left turn safety and capacity. Widening is being designed. JVJ's share is being quantified as the cost of the curb to be replaced on their frontage, approximately 1,300 feet @ $8 /ft. is $10,400. $12,300 b. Southcenter Parkway /Strander LOS. To raise the LOS and pedestrian safety, the east leg will be widened and a sidewalk constructed on the south side. JVJ's share based on increased per hour volumes: 186 growth for 5 years 150 other known development 30 JVJ 366 total $22,400 c. 30/366 = 8.2% 8.2% of $150,000 = $12,300 Stander /Andover Park West Widening for north /south left turn lanes and signal control 149 growth for 5 years 163 other development 90 JVJ 402 total 90/402 = 22.4% 22.5 of $100,000 = $22,400 $10,540 d. Tukwila Parkway /Andover Park East signal control 66 growth for 5 years 75 other known development 20 JVJ 161 Total 20/161 = 12.4% 12.4% of $85,000 = $10,540 S 159TH ST PROPOSED EXPANSION EXISTING SOUTHCENTER MALL Bank S 159TH ST North \ \ \\ • v • f• A - \ vokloycrrihry) „ea ti-er G,59?(c6 —90=7D ! ws- 4p,0 Hve.AN )1\42.s.k■-) of k--r CII:e Co t9C.- reqb&A V1 % kA.-X- 1 ■-)) 0 \Oa-, vcut D U 1 CITY i.11:.WiLA 1.)! - p 11! '3 01991 . JF { UKWILA ''JJINC DEPT. • veurt ID V Le .'■ . .• `\ ` , ,- , f . 1 Y IL RECEIVED CITY OF TUKWILA PERMIT CENTER Ea- fl 1,R.Icett WEST ELEVATIO SCALE =l /8"=1 4 ro areit . eve-0 r•op 07/ _ 4ea-- 0/L tet107-ev aseoitc, 7r4e eeterexcito wet_ .4.44oui.ro I • RECEIVED CITY OF TUKWILA 30i'ettii r_ r Fi 5-30-9 1 T H U 1 1: 29 0 P. 02 May 30, 1991 Ms. Denni Shefrin Associate Planner City of Tukwila 6200 Southcenter Boulevard Tukwila, Washington 98188 Re: Mervyn's Department Store Dear Denni, lED A DiV "RI ri,11T31 MAY 3 0 1991 . .1 CITY (.3'r' 'i C.I iI_A PLANNING DEPT. Pursuant to our conference call last Friday, we have further revised and refined our design concepts, which we believe respond to the city's parameters and concerns. The changes are defined on the following drawings are described in some detail below. a) After some deliberation and discussions, internally and with our client, we feel that limiting the choice of face brick colors to two instead of three will create a much more cohesive and elegant design. Consequently, the somewhat awkward set backs and transition of brick colors has been avoided in favor of the same reddish brown brick over the entire facade with the lighter brick banding. We feel that this solution gives the building more continuity and consistency. b) A frieze of 1/2" projecting medallions at the second floor and roof lines attempt to minimize the perception of monotony of the blank wall mass.. c) The horizontal banding (brick type 2) may also projeci /2" d clearly define shadow lines on the facade. All banding articulation is and wi e aligned with the mall building. d) The overall canopy width has been elongated and the column spacing widened to present a more inviting entrance, e) 4' -8" high planters with seasonal flower beds will flank either side of the entrance along the walls. f) The entrance vestibule will be articulated by brick or ceramic tile patterned panels and create more detail and visual interest. The choice of colors will be developed and refined so that the entire composition is at once underplayed and yet has a sense of elegance. PLANNING/ARCHITECTURE/ENGINEERING/INTERIORS SUITE 201/3344 EAST CAMELBACK ROAD /PHOENIX, ARIZONA 85018 -2316, USA TELEPHONE: 602-954-0818/FAX: 602- 381 -1466 PHOENIX / WASHINGTON DC /CHANTILLY VA (DULLES INTERNATIONAL AIRPORT) /ATLANTA/ ST. LOUIS /OMAHA SEATTLE / SAN FRANCISCO /LOS ANGFLES / MADRID /RIYADH / HONOLULU /SINGAPORE /HONG KONG /TOKYO /TAIPEI Ms. Denni Shefr ii May 30, 1991 Page Two g) The entrance plaza will have a diagonal scoring pattern with brick inserts at the intersections. h) The soffit of the canopy will reflect this pattern with square recessed light fixtures mimicking the floor pattern. i) The support columns will be detailed with a sandblasted °FRC base, shaft and capital to replicate a limestone look. The cornices will be detailed in a similar material and increased in scale to 18" above the main entrance. Denni, we feel that these refinements and modifications define the restrained elegance of the building and give it sufficient visual interest and detail at eye level, Please review these at your earliest convenience and let me know if it meets most of your concerns. j) Thank you. Sincerel , L DALY Il Shroff Director of Design RS /th cc: Dick Davis Al Velikan Joe Tyndall Ron Hand ::mETRC __ Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle, WA 98104 -1598 May 24, 1991 Ms. Denni Shefrin Associate Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Dear Denni: RE: Proposed Andover Park West Bus Zones - Design Issues MAY 291 et (. u _PLANNING DI.TPT. I'm sending you this letter to clarify Metro's position regarding the design /aesthetic issues associated with the proposed Metro bus zones that would be located on Andover Park West at Baker Boulevard, to the east of the Southcenter Mall. You and Jack Pace have met with me several times recently to discuss the overall design of the bus zones and I appreciate your suggestions. Since this project is progressing so rapidly, I'm reluctant to readily commit Metro to anything that could create problems for us in the future. Here's what Metro can agree to do at this point regarding the following items that have been discussed: Passenger Waiting Shelters Metro is now out for bids for the purchase of 80 new passenger waiting shelters. These shelters will have a new flat translucent roof design that will allow outside light to shine through into the shelter. I've earmarked three of these shelters for the new bus zones. The color of these new shelters will be brown, as I was unable to secure permission to use anything different on the three units that will be placed at the new zones. I'm also planning to incorporate a sheet metal display mounted on the top of these shelters that will display the City Of Tukwila logo, as requested. Sidewalk Pavers We are planning to add tinted concrete pavers to form a border around the eight foot wide section of sidewalk at the two new bus zones. However, after bids are received, if Center Ridge Design Services and Metro determine that the cost of adding this item is excessive, or if it exceeds the overall budget for the bus zones, it will have to be deleted from the project. Additional Lighting Metro's electrical engineer will evaluate the proposed lighting at the new bus zones, and if necessary, suggest changes in the location and /or output of the street lights that will be added as part of the project. Center Ridge is also willing to modify their existing light fixtures inside the Southcenter Mall parking lot to provide additional lighting along the back portion of the southbound bus zone. These actions should reduce the need to provide additional low level light fixtures at the new bus zones. Thank you. Since ly, Doug oh son Transit Planner DJ. cc: Jack Lattemann, Metro Steve Moluse, Center Ridge /JVJ Page Two Metro Signage At the new bus zones, Metro will provide small information signs which consist of black anodized aluminum frames supported by two legs bolted onto the sidewalk. These information signs will display route and schedule information, promotional materials, miscellaneous customer information, and a transit system map. At present, Metro only places the larger three sided information kiosks at bus zones in downtown Seattle. Covered Sidewalk The proposed covered sidewalk would be located along the north side of the Baker Boulevard entrance inside the Southcenter Mall parking lot, separate from the proposed the bus zone. Metro is currently working with the Jacobs, Visconsi & Jacobs Co. regarding the addition of a covered walkway, so this item need not be included as one of the SEPA mitigation items for the Southcenter Mall Expansion. If you or Jack Pace should have any questions regarding these or any other design issues related to the proposed bus zones, please contact me. Mr. Jack Pace City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Jack: Attachment cc: T. P. Schmitz S. Schlosser, Mervyn's 474, 11.0 CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145 216 - 871 -4800 May 24, 1991 RE: Southcenter Mall Expansion Attached for your review are eight (8) sets of our revised BAR drawing submittal package. Please note that the site plans have been revised to include additional landscape islands in the restriped parking area south of JCPenney as well as in the reconstructed parking lot north of the the Mervyn's Expansion. Landscape plantings were also indicated in the area adjacent to the modified Post Office entrance and at the southbound bus pull -out. As we discussed by telephone on 5/23/91, the Mervyn's BAR package will be submitted under separate cover. It is my understanding that the City has offered Mervyn's additional time to respond to staff comments regarding the Mervyn's entrance treatment. I anticipate that Mervyn's will be submitting the revised drawing package by Tuesday, May 28, 1991. We have enclosed, for your use, the required address mailing labels for property owners within 300' of the Southcenter Shopping Center along with a list of the tax parcel numbers. If you have any questions or comments regarding the enclosed, please feel free to contact me at your convenience. Sincerely, CENT Step Land RIDGE DESI N SERVICES, INC. 1 n G. Moluse, ASLA ape Architect FEDERAL EXPRESS O M MAY 28 1991 CITY OF TUKWILA PLANNING DEPT. CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKWILA, IVASHINGTON 98188 May 23, 1991 Mr. Ro Shroff Planning Architecture Engineering Interiors 3344 E. Camelback Road, Suite 201 Phoenix, Arizona 85018 -2316 Dear Mr. Shroff, Please find attached the review criteria as part of the Board of Architectural Review Design Review Application (pages 2 -4). The . application submitted did not include the Mervyn's proposal. We appreciate efforts made so far from the initial tilt -up concrete structure, however, given the volitity of this building to I -405 and Southcenter Parkway, the city is striving for high quality design. Revised drawings should be received no later than 5:00 p.m. May 29, 1991. To reiterate, if significant changes are not made to improve the design quality of the project proposal, the Planning Division may request the Board of Architectural Review to continue the hearing until the department becomes satisfied with the design changes. We would be available at 8:45 a.m. tomorrow (May 24, 1991) for a conference call. Sincerely, Denni Shefrin Associate Planner Enclosure PHONE N (206) 433.1800 Gary L. VanDusen, Mayor S C -22--91 WED 1117,..9 0 4 P-02 MF I MAY 2 2 1991 (.:Cr':' PLANNING DEPT. I91 )KWiLA DEPT• i f 1 r _ N■1■N■ Notzm et•-\404-rioNt I o n Fi) p\ wit hy 2 2 1991 thcvviLA nEPT. 111 It) 1-1 A UI 3 7roe C, (Thsr aalk tr MOWomertgic H. pelmet., • &VC Ch'Te:;' $ 4.pitc. CaPtWd • I,161-+T P• itDA .4..... , ....G •- ••• ■■•••.,....._ •...... 4 5- 2 0- 9 1 M O N 1 6: 4 6 P.02 Ii) a Z 0 Cri iV 7 ti cH M ENSP m SI a .Levy i ■II U}: 1, a.. •••— ••• ' • s • -• t1ERYYN'S Distribution: 10 - 07 New Revised X Replaces 11/28/86 Manual: Scope of Work - NEW STORES Date ISSued 12/27/89 Tubes: W/O overlays 2 2 2 3 3 3 With overlays 2 2 2 2 2 2 Page 1 of 10 SECTION 10 -07 -1140 BUILDING SIGNS /PYLON SIGNS A. Every Mervyn's store 'location shall be indentified with illuminated exterior signs designed in Mervyn's standard logo lettering and colors. 1. Standard building signs are generally located on the building face above, or in close proximity to, every exterior entrance and above every mall entrance. In addition to identifying the store as Mervyn's, the sign also serves the purpose of a design element that identifies the building entrance. 2. Pylon or monument signs are also preferred for all store locations. However, due to unique and widely varying requirements for each store site, pylon or monument signs, where they occur, will be developed individually for each site. B. Mervyn's will enter into a separate commitment with the Sign Manufacturer for the pricing and fabrication of exterior building and mall signs. The General Contractor shall assume full responsibility for procurement, sales or other taxes, shipping charges, installation (including all electrical connections) and for obtaining all permits required. C. Sign Manufacturer's Fabrication Requirements For Exterior Building and Mall Signs: 1. The copy for all signs shall be MERVYN'S. 2. All signs shall be individually mounted, self- contained channel letters (including apostrophe). Size and layout shall be as shown in Exhibits 1140A and 11408. 3. Sign illumination shall be neon (15 mm White) with the following. minimum tubes required: MUST BE 6500 WHITE Height of Letters 24" 30" 36" 42" 48" 60" For letters with overlay, the neon tubes shall follow the outline of the letter and shall be centered between the overlay and the sign can. Lighted sign faces shall be evenly illuminated without Streaks or shadows. See Exhibits 1140C and 1140D. ection: ection No. late issued Page BUILDING SIGNS /PYLON SIGNS 10 -07 -1140 12/27/89 2 of 10 4. Letter faces shall be minimum 3/16 inch thick white acrylic (ROHM - HASS #7328, or equal). Overlays will be required when a sign is to be mounted on a light color background surface. Overlays shall be Vinyl (Gerber Deep Mahogony P20851C). 5. Signs shall have seven inch minimum returns (with prior approval, and if fabrication permits, letters 24 inches or less in height may have a minimum five inch return). All returns shall be minimum 0.063 inch aluminum with dark bronze paint finish, FLUR0P0N or equal (guaranteed against peeling for at least 20 years . All bolts, fasteners, fastening tabs, etc., shall be painted to match returns. Returns shall be welded to the sign back. 6. Retainers a. Retainers shall be 1" Bronze Jewelite for Mall Entry (interior) signs and for exterior signs with letter height of 30" or less. b. Retainers shall be fabricated 0.050" aluminum'for exterior building signs with letter height greater than 30" as follows: Exterior Letter Height Nominal Retainer Width 36" 3/8" 42 1/2" 48" 1/2" 60" 5/8" 7. All signs shall be designed and fabricated to be weathertight and free of all light leaks. Sign back shall be fabricated with aluminum with integral mounting tabs. Aluminum thickness shall be 0.125 inch for letter height of 60" or greater and 0.090 inch for letter height less than 60 ". Mounting tabs shall be designed for mounting of sign letters without removal of sign face. Tabs shall be positioned so that when the letter is mounted the tabs will not be visible from the ground looking up. Every letter shall be reinforced to withstand high wind conditions. See Exhibits 1140B, 1140C, 11400, 1140E and 1140F for typical fabrication and mounting details. 8. Individual transformers shall be installed within each letter whenever possible. (including apostrophe for letter height of 36" or greater) less than 60 ". Transformers shall be rated for the full range of operating temperatures expected for the installed use and for the full range of ambient temperatures expected in the installation area. Total circuit load for an entire four foot high sign shall not exceed 40 amps at 120 volts. Transformers shall be rated 60 M.A. minimum and shall not exceed 12,000 volts. Transformers shall be carefully sized for each letter and shall be of a type designed for energy efficiency and durability as manufactured by Jefferson, Franceformer or equal. The disconnect switch on each letter shall be single pole lever -type flush switch, mounted on top of the letter. Section: Section No. Date issued T Page BUILDING SIGNS /PYLON SIGNS .10 -07 -1140 12/27/89 3 of 10 9. Each letter shall carry the UL label and sign manufacturer's I.D. on the top of the letter. Mall Entry sign letters should not have weep holes as these signs are for interior use. 10. A representative of the sign manufacturer shall meet the delivery truck and test each letter in the presence of the installer. Any deficiencies shall be corrected within 48 hours. 11. The Sign Manufacturer shall provide a one year warranty for parts and labor. D. Installation Requirements 1. The General Contractor shall provide two (2) 20 amp /120 volt circuits on the interior wall behind each sign location. The Sign Installer shall be responsible for sign installation and final electrical connection. 2. The Sign Installer shall comply with the dimensional layout criteria for signs as set forth in Exhibit 1140A, 3. Signs shall be surface mounted with a minimum number of anchors penetrating into the wall face. Mounting tabs, bolts, spacers and other haroware shall be painted to match the building. color at the sign location. Penetrations in sign can and anchor holes in building shall be sealed to insure weather tightness. The Sign Installer shall be responsible for verifying field conditions related to sign installation. All deviations from construction drawings and unknown conditions discovered at the job site shall be brought to the attention of the General Contractor who shall notify the Architect. Resolution shall have the prior approval of Mervyn's. No electrical connection shall penetrate the roof membrane. If the mounting surface is uneven, such as brick or split -face concrete masonry, the sign letters shall be pigged out and installed as shown in Exhibit 1140F. Also see Exhibits 11408, 1140C, 11400 and 1140E. 4. The Sign Installer shall obtain a copy of the local sign ordinance and permit procedures within thirty (30) days after award of Contract. The General Contractor shall be notified immediately if a variance or Planning Commission approval is required. Permit application shall ce submitted to the code enforcing agency within sixty (60) days after award of Contract and a copy of that appliction shall be sent to Mervyn's for confirmation purposes. The Sign Installer shall be fully responsible for securing and paying for all building signage permits required by the state, county and /or city code enforcing agencies where the work will be performed. The Architect shall assist the General Contractor in cases involving special conditions, permit variances or redesign. erection: BUILDING SIGNS /PYLON SIGNS 5. The General Contractor shall coordinate the work of all trades_ related to the •sign installation. The Sign Installer's workers shall be experienced .in their trade and' shall be members of the appropriate trade union, where necessary, to avoid conflicts on the. job site. The Sign Installer shall be responsible for all labor, tools, transportation and permits to complete the sign installation. Signs shall be installed as soon as possible after the background wall surface at the sign mounting locations is completed. Installation shall be completed within three (3) days. All materials and workmanship related to installation of the signs shall be warranted for one (1) year from the date of installation. Section: BUILDING SIGNS /PYLON SIGNS Section No. 10 -07 -1140 Date issued 12/27/B9 Page 5 of 10 y I j g 3 • EXHIBIT 1140A w MOW g Nome Section: BUILDING SIGNS /PYLON SIGNS • • • • M ERVYN'S LETTER END VIEW EXHIBIT 11408 Section No. 10 -07 -1140 Date issued 12/27/89 ) r'$P'rwrlr. mat. ►,'.et ei.t<T yM T rort . *G './ Sri C/N'p41'r [Ti 0 4 3 A.�.Ht.� g,s tux W ,LAS r1AwN ¢u1 tr Mr1 vINiTr Ns�•.t r'sbie 1 1'N•: owl 1'1F...N6idISTIor$ 'MS rr *4 • 04.- Ur'tt■60.1 11 &.Cae -r 4d- rr.C. VI OV641.Ay 1" aRrN1 .sAI tLi .StWt1•44.1 It.A.T- 1114 L+r4►P �otltel DyG Page 6 of 10 ..&� . (0.1%5 for eiA Itttv) fc scar ••.ttVOak •r 0.0S0 hturoario••• rc par spec', ftc..a,t;on3 Section: BUILDING SIGNS /PYLON SIGNS EXHIBIT 1140C Section No. 10 -07 -1140 Date issued 12/27/89 Page 7 of 10 Section: BUILDING SIGNS /PYLON SIGNS EXHIBIT 11400 Sect on No.. Date issued age 10 -07 -1140 12/27/89 .8 of 10 Section: Section No. Dete issued Page BUILDING SIGNS /PYLON SIGNS 10 -07 -1140 12/27/89 9 of 10 EXHIBIT 1140E I i I v 8 z 1 Section: Section No. Date issued Page BUILDING SIGNS /PYLON SIGNS 10 -07 -1140 12/27/89 10 of 10l EXHIBIT 1140F MEPEWITS LETTER END VIEW - STAGGERED BLOCK INSTALLATION s 9 i 9 s I s - i (9°2) . fl G (. 54 -nc4, k M yurdrivJ oa th. 4 utcd sM,a c ti stn s,iJ ack GarAtttoctalts10 ..Watfi 1 t& aaWb ittoutinv3 Ga.1.4hcav XW SI L.1[9 • clot ■ . • , 1 , • • • ..... so o • • ... • . . _./• • • • • • 7..1,,11 ITEM ENG. 1. Southcenter Mall JP Expansion (Parking Reconfiguration), 633 Southcenter 2. Boeing Duwamish RC Corridor Redevelopment Design Guidelines and Draft EIS City of Tukwila Department of Public Works PUBLIC WORKS DEVELOPMENT PLAN REVIEW PUBLIC WORKS ENGINEERING CONFERENCE ROOM 8:30 A.M. MAY 19, 1992 Attendance: Phil, Ted, Ross H., Greg, Nick, John, Denni on Item No. 1 and Carl Bloss on Item No 7 REVIEW /ACTION Brought Back from Last Week Brought Back from Last Week John W. Rants, Mayor Ross A. Earnst, P. E., Director FIENOW11 MAY 2 6 1992 CITY OF TUKWILA • PLANNING DEPT, PLANNING MENTIONED THE NEED FOR A LANDSCAPING PHASING SCHEDULE FOR THE PARKING AREA AND BUS PULLOUTS. PHIL FELT THAT PLANNING NEEDED TO REVIEW THE PARKING LAYOUT IN DETAIL TO INSURE CONFORMANCE WITH CODE CRITERIA. NEW STAIRWAYS NEED TO BE AT LEAST 5' WIDE. THE STAIRWAY AT THE DOUBLE TREE INN LOCATION NEEDS TO HAVE A MID -POINT LANDING SINCE THE HEIGHT DIFFERENCE IS OVER 20'. ADDITIONAL SIDEWALK IS REQUIRED AT THE SOUTHWEST CORNER OF THE DOUBLE TREE INN PARKING LOT ALONG STRANDER BOULEVARD. NICK SAID THAT FOUR 14' FIRE LANES WERE NECESSARY BETWEEN THE INTERNAL CIRCULATION ROAD AND MALL SHOPS IN THE AREA NORTH OF STRANDER BOULEVARD. CURB CUT /ACCESS/ SIDEWALK, FIRE LOOP /HYDRANT, LAND- SCAPING IRRIGATION, STORM DRAINAGE AND WATER ONLY METER PERMITS ARE REQUIRED. CHECK ON LAND ALTERING AND HAULING. NO ONE HAD TIME TO REVIEW THIS IN ANY DEPTH. NO COMMENTS WERE RECEIVED. PHIL WILL ARRANGE SEPARATE MEETING WITH APPROPRIATE STAFF TO DISCUSS THIS PROPOSAL. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433 -0179 • Fax (206) 4313665 Mr. Jace Pace City of Tukwila 6200 Southcenter Blvd. Tukwila, WA 98188 Dear Mr. Pace: Val CENTER RIDGE DESIGN SERVICES INC. P.A. ARCHITECTS AND ENGINEERS 25425 CENTER RIDGE ROAD, CLEVELAND, OHIO 44145 216 - 871 -4800 April 30, 1991 RE: Southcenter Shopping Center 13LAIIEND: MAY 01 1991 CITY up- I ursvv1 -A piAtwiffit RigifSS Attached is our application for the Board of Architectural Review of our $ roposed expansion to Southcenter Mall along with a check in the amount of 900.00 to satisfy the BAR Application fee. The attached site development plan L -1, dated 4/30/91, illustrates our proposal for the addition of 24,882 SF (GLA) of one level enclosed mall shops along with the addition of a two level 86,150 SF Mervyn's Department Store. Included in this application package are the following supplemental plans for your review and consideration. SITE DEVELOPMENT PLANS o Site Survey dated 11/15/89 o Existing Conditions Plan, Dwg. S, Dated 1/17/91 o Site Development Plan L -1, Dated 4/30/91 o Sidewalk Improvement Plans L -2, Dated 4/30/91 o Phase I - Bus Pull -Out Plan L -3, Dated 4/30/91 o Site Landscape Plan L -4, Dated 4/30/91 o Site Landscape Details L-5, Dated 4/30/91 o Existing Condition 40 Scale SD-1, Dated 2/28/91 o Grading and Storm Sewer Plan SD-2, Dated 2/28/91 o Water and Sanitary Sewer Plan SD-3, Dated 2/28/81 o Electric, Telephone and Lighting Plan SD-4, Dated 2/28/91 Mr. Jack Pace April 30, 1991 Page 2 ARCHITECTURAL PLANS o Floor Plans FP -1, Dated 4/25/91 o Elevation SK -4A, Dated 4/22/91 o Elevation SK -5, Dated 4/23/91 o Perspective Rendering (Photograph) o Materials Sample Board (Photograph) In addition to the above, architectural plans for the Mervyn's Expansion will be submitted through Mervyn's architectural consultant under separate cover. Thank you for considering our. application. If there is any additional information we can supply to support this application please contact the undersigned. /clink cc: T. P. Schmitz, w /attach R. B. Vanderburg w /attach S. Schlosser, Mervyn's, w /attach S. Manthey, Leo Daly, w /attach Sincerely, RIDGE DE ItA GN SERVICES, INC. liNg's • Stephen . Moluse U yQ• ... .t+'1M1 14' l it � TI '' ! + " $', t i �, � � `S'1 {irj• ,, fk ' r ;� r Y � A., • r tit ! 4 + 77 7 ~� �%Ylrf'•'ly��n f, ?:.. !� ib:� r�:��:. i�A/ :. +.. PRODELIN ►.r •y:.4 • Transmit quality, precision, one -piece reflector. • Offset reflector optics for reduced blockage, low sidelobes. • Custom - designed RF transceiver support system. • Available as receive • on1•y - upgradeable to receive /transmit • Designed for 125 mph wind loading. • Designed for full- orbital arc coverage. • Reflector de -icing (optional). • • VMEIM APR 20 1992 D • 3 r • t .1 L� •�:1. rfJ�Y.V - '• y ,v 1i Tel v:'ri ! r5 j.' '1i41'nL.: k:1t5'fY?r�•`i Features Prodelin Corporation specializes in the design and manufacture of small aperture antennas. Prodelin has invested heavily in the manufacture of antenna products, especially for direct reception of signals by business and residential users. Prodelin is committed to the production of high quality, low cost and easily deployed antenna systems. The small aperture antenna systems feature reflectors made of sheet molding compound (SMC), a material unequaled in terms of strength, surface accuracy and durability. Each system features a sturdy steel support structure and is available with a variety of feed, mount and pedestal configurations. Antenna Size 1.22M (48 "dia.) 1.8M(70.86_die.) 2.44M (96" dia.) _.__ ___ Operating Frequency (Receive) 11.7.12.2 GHz (Transmit) 14.0. 14.5 GHz Midband Gain (Receive) 41.7 dBI 45.0 dB! 47.5 dBi • (± .2dB) (Transmit) 43.2 dBi 46.5 dBI 49.2 dBi ' Sidelobe Envelope, Co-Pol Mainbeam < 0 < 7° 29 -25 Log 0 7 ° <0 <9.2° +8 9.2° < 0 < 48° 32 -25 Log 0 48° < 0 < 180° -10 Cross -Poi isolation >30 dB on Axis VSWR ,- 1.3:1 Max. Antenna Noise Temperature at 20" Elevation at 30° Elevation 26 °K 23°K 19.4•K 22 °K 19 "K 15.5 °K RF Interface Available in a variety of designs Wind Loading (Operational) 50 mph (Survival) _- 125 mph Temperature -40° to 140 °F . LOperationai) (Survival) -50° to 160 °F Rain (Operational) 1/2 Inch per hour ( Survival) 2 inches er hour Ice (Survival) 1/2 inch Radial Atmospheric Conditions Sall, Polliitnntn and Contaminants as encountered in coastal and industrial areas Reflector Material Glass Fiber Reinforced Polyester SMC Polyester Glass Antenna Optics Prime Focus, Offset Feed Mount Type Elevation over Azimuth Elevation Adjustment Range 10° to 70 °, Continuous Fine Adjustment Azimuth Adjustment Range 360° Continuous Specifications Electrical Mechanical/Reflector 1.2M Receive/ Transmit 1.8M Receive/Transmit 2.4M Receive/Transmit Environmental Performance PRODELIN C ° ".11"A I IUN PO Box 368. 1700 NE Cable,Drive • Conover NC 28613.704/464 -4141 • Fax 704/464 -5725 • ire .t.rrG • r i ot , 4 t N• .r.�•.t.ry •• P!PO. GoLtlrin) . r " s d Yw rift. COUitig /4 At Dtr,c►tC . da.ri . e , o}L We cant ouT ut+A... Etk rJ .e 4• ' ' '1rr Neer El> a /ee as Miti. p.catio INcvR Coll+ OfTD. PIPE M ° R- al ILlyti.. (N. -P. T'c.••owMrl ., a 1.1;411013 Mply C�O�t" IN' (G O + eon,. rlrE. nlr+) GJF�TIOt�. }u 5- �lI • • r"lf" (A LT HATE) Atrrt:.l►J.. cawripJ 4L111" Pr�r PROPOSED EAST MALL ENTRANCE SOUTHCENTER MALL TUKV/ILA,WASHHIGTON .. = BRICK -MUTUAL MATERIALS -#43710 COPPER SMOOTH FINISH PROPOSED EXPANSION SOUTHCENTER MALL TL CWL*.wwa**4GTON /If cf J t W f 4 0 fit c: c 040,-Do 0 44 Do P C .1_ • %IF JACOBS, 1SCONSI & JACOBS CO. !La PLAN EXPANSION • c) ii III , (1) g. • :13 !' 6 0. •., • • • , • 'It ()I ' 1-. t I; 0 0 73 C 0 n N Iz m ; xi x t> z r 0 Z 4. m®',i • •. .......�........»,. 10 0 mao7 N m c OP" 0 ? Ct + ' Q A < 0 Pt T /COPI P O EAST ELEVATION SCA1Ei1/lNIW B O NORTH ELEVATION SCALE.I1w =1'-0' O WEST ELEVATION T,COISNG INTERNALLY ILLUMINATID MERVYNS SIGN BRICK TYPE I IIRK'K TYPE . I BAND PROJECTED 12• LIME STONE SURRDUND SEE DETAIL SNEET S GFRC COLUMN COVER; CAPITAL & BASE PAINTED ALUMINUM STUREPRONT LANDSCAPED BEAMS us- GFRC COPING IP GFRC COPING BUCK TYPE I s _ AL SEE DETAIL SIIELT A BRICK SPECIFICATIONS BRICK TYPE I • MUTUAL MATERIALS BRICK • SIT 1n I Y IPPIR BRICK TYPE. 2. MUTUAL MATERIALS BRICK - ASPEN SI IANAN SCREEN WALL TRUCK DOCK mean r.n. MERVYN'S DEPARTMENT STORE TUKWILA, WA. mu.".rm 151191 win nets ELEVATIONS JUNE T.I991 Al LED ADAY MIRO I a 3c ■ ■ MI VE_SITHum —' VIEW OF MAIN ENTRANCE PERSPECTIVE VIEW GENTRY ELEVATION 114' =1•-0' LANDSCAPED BERM I Re O B ENTRY PLAN ur =rar. GFRC corlNc BRICK TYPE 2 BRICK TYPE I BRICK AWING 1 11! 11 -1 �� i C'OFiC CURB BRICK MEDYJON PAINTEDAWMA GLASS STOREFRONT \ LIM _SIGNE. TYPE I \LIMESTONE TYPE S1DNE MFDALK/N CONCH ALA GFFC cceac COLLMN COVER PIRISIMP 1111711Trt 124-00 tat Mill MAW MERVYN'S DEPARTMENT STORE TUKWILA, WA MORT w 7 TYP.ENTRY PLAN & ELEVATION PERSPECTIVES / �� f JIJNE 7.1'41 A2 LQJ A DALY ( 25'-4'1 ELRe• (vat 4,T/COPING 'FUR' MALL BUILDING O EC BANDING O EAST ELEVATION SCALE.IIIM11 9 O WEST ELEVATION SCALE=1/8'.1.O BRICK TYPE I BAND PROJECTED I!:' TRUCK B O NORTH ELEVATION SCALE- IIw!i'-0' INTERNALS ILLUMINATED MEDNYNS SIGN . _ �T R SO R IX' GFRC COPING "MC111•=11k Mir" immi :NM Mica 424 IR GFRC COPING, SEE DETAIL SIIEEF AS GM COLUMN COVER. CAPITAL4 BASE L _, _ � _ _ / LIME STONE SURROUND SEE DETAIL SHEET A2 PAINTED AWMINUMSTOREFJ STOREFRONT- LANDSCAPED BERMS SEE LANDSCAPE PLAN FOR DETAILS BRICK TYPE 2 BANDS 4 11-4 -viz AS= BRICK SPECIFICATIONS BRICK TYPE I - MUTUAL MATERIALS BRICK 043710 COPPER BRICK TYPE 2 - MUTUAL MATERIALS BRICK - •ASPEN- MISSION YS�Kf:LMf SCREEN MALL it TRUCK DOCK .4 fat Ma) EXIT 31111 TUMOR MP We WO MI. Nia-4•7• MOORS MOMIT ITN MERVYNS DEP STOR TUKWILA, WA. ...7.® 751791 WIT! TIN ELEVATIONS JUNE17,1991 Al LED ADALY BRICK PAVING J agar VIEW OF MAIN ENTRANCE IOW 4 titep y � AXONOMETRIC LANDSCAPED BERM GFRC CUING BRICK TYPE 2 . BRICK MEDAL IJON BRICK TYPE I GENTRY ELEVATION I13 =14r ear (;)ENTRY PLAN a' RECESSED BRICK TYPE 2 BANDS PAINTED ALUSL & \LIMESTONE TYPE I GLASS STOREFRONT \ LIMESTONE TYPE 2 'ERAMIC TILE MTILE MEINLIONS 6 11 -447R GFRC CONC. COLUMN EWER LIMESTONE PANEL SURROUND •av Ia. MI 11110■1 DOORS Mira, 1177.• MERVYNS DEPARTMENT STORE TUKWILA, WA. MORT .ne 751791 111.37 ITU TYP. ENTRY PLAN & ELEVATION / PERSPECTIVES JUNE 17.1991 A2 MIT LED ADALY E JUN 1 S i99F .. CITY Oi= TUtcwi!_A • PLANNING DEPT. 9 • / 11111 616# co or MERVYN'S MALL SERVICE CT. N.J TREE GRATES BADOMFINISHEDCDNCRETE WALK N/iVDIED CONTROL POINTS AS SHOWN MOLL'S A7AUAS RANKING MAIN ENTRANCES O SI i h /LANDSCAPE PLAN . sr CALIPER BRADFORD PEARS *Ce FN.LI cruwt.JU, B O DEL OF TYR LANDSCAPING 1/P =1.11' LOW GROWING JUNIPER SHRUBS (Ir HIGH) .DENSE YEN SODDED BERM w • AIL 11 FOR IDFNTSFTCATION OF LANDSCAPING MATERIAL 1 rik SFmuo I FvF1. _ \ ELESSEDSTOREERONT TYPICAL SUPPORT COLUMNS MDLLIS AZALEAS Li ICK TYPE I PAVING TYPICAL A T ENTRANCES DOCK BR/CI SCREEN wALL� BRIMS EENED TRANSFORMER MD W IMP I NF • SECOND LEVEL .• - I _ AMU,(R Ii a ni�i `�. �i i s �i�� INV MOP' 1 1111/ Vr r .3. SEE DETAIL SHEET Al SEE DETAIL B FOR IDENTIFICATION OF TYPICAL LANDSCAPING AROUND BUILDING -DR ef If Rif VIM Of MIME MOO. Oq~ ,u Uq aya ft If WV If f SLIIALEI PAM. MOM MERVYNS DEPARTMENT SPORE TUKWII.A, WA. Garr rm 7$1791 Oft MIS SITE/ LANDSCAPE PLAN JUNE 17. 1991 LI w �' . ' • • • • ' ' . • . • . • - 0 5.10 1.13 + + + .70 4.54 0.90 ,+ + ▪ �i 2:60 5.02 + + + 3.01 "'..5 2.57 + + .. + : +,. .55 .86 . 3 39 .2 2 . �S • 20-4.J2 I c `.i • cv 0.0 + + . + + ,.46 '3.11 3.91 -2.30 3.60 2.97 3 ' • 5. 0 3: 'Z 6.26 7.03 7..7 5 2: 4 . .6' 5.12 4.12 ♦ = + f 3.63 3.28 4.21 2.41 4.49 3.36 3.C2 2.79 7.89 43 + + + 0 . 6 1.21 1.30 1.69 1.35 1.35 A49 .23 2.90 2.68 2.61 2.111 2.91 2.57 J.I8 + "`+ + a + I 1.=8 1.41 1.61-1.64 1.31- 1.24 1.13 +- + a • VL 1.0'a 1.415 1V2. - 10 Actual footcandl roadtngs may vary from the value, , shown due to tbairances.on test equipment, �itioimtal " productionvariailorisiniun k ell s.lampsai>llbaNasts. field amations of input voltage+, fixture;siming (or location*. sir polkJtior rt depreclation on luminaire`.• and accuracy of fietdphotometrk meters. - 19 2.71 8.11 :.. 91 1.601.681.79 1:63 1 .13 1.0 .58 + +• + + + i -+ .37 7.01 2.37 4.84 3.87 2.72 .02 3.40 2.80 7:94 + 2..62 + 2.91 8.24 4.35. • .4- - 0.7 • 2.76 • • �.k itsoopterb a, DoT ; . 100.0 200.0 - 700.0 - 400.0 '500.0 600:0 700.0 p4G4 ole. sniver ••' c314 ibeb 1.05 + ;43 3.16 • : 2.7 t Cract6T41r) W its* IOW 42144PV• " vILA6 - 800.0 " '` :.:. "904. 7 • 69 110x/.0 060 0'71 e'r.5b"" 0 59' O 1200.0 1.700 C ci CITY OF TUKWILA 6200 SOUTHCENTER BOULEVARD, TUKH'IL.A, WASHINGTON 98188 PHONE # (206) 433.1800 Can L. VanDusen. Mayor MEETING NOTES SOUTHCENTER EXPANSION 4/10/91 Present: Tom Schmitz (JVJ), Keith Masters (Southcenter), Steve M. (Mervyns), Doug Johnson (Metro), _Jack Pace, Ron Cameron, Larry Toedtli (Transpo), Jack Latham (Metro) JVJ move on g/c /sidewalk design relocate trees - ok - behind bus pullout widen Jack - use brick CW a/c Bellevue bus shelters - have something better skylight to let light in lighting shelter important - Keith's had problems at on -site shelters Firestone driveway - reduce to extend bus zone Sidewalk easement agreement - Tom start signal pulloff (bus) right - of -way dedicated Need northbound right -of -way Northbound pullout 70 ft, plus taper (across Fatigue driveway)_ Center Ridge do c /g /sw Transpo do signal for JVJ who bills Metro Widening contract separate from signal contract Transpo Traffic 4/19 JVJ widen plans to City 4/19 Review by Tukwila /Metro 4/26 PS &E 5/17 Distribute to bidder 5/24 Bid open 6/10 Award 6/21 Construction start 7/1 (Greg Villanueva Complete by 9/30 inspects for City) Stripe for northbound - southbound left turn lane at Baker, interim narrow lanes depending on east side widening Southcenter expansion: Signal design /construction by: Concern of City review time Transpo NTP 4/15 Base map 4/19 (by JVJ)_ Signal plan preliminary 5/3 City review 5/17 90% Plan 6/7 City review 6/21 Final plan 6/28 City review 7/5. Turn on by 9/30 (Inspect by Greg V. for City - meeting city standard per plans) City orders controller, bill to Tom S. JVJ City to OK pole order 5/17 Tom S. to give city OK on controller order go ahead Metro to get letter to turn on billings 1. For c /g /SW widen 2. For signal two separate agreements Metro /Jack P. working shelter design Ron /Phil need to get Fatigue right of way for northbound Controller - locate where warrant can get to if o - Acura, JW gets easement for City Covered walking between shelters /Southcenter Metro /Planning not no means for Metro contribution Jack - is part of City consideration /SEPA Baker - SW indicated no problem Tom S- if it can be accommodated (budget and aesthetics) SEPA schedule - Traffic to - City review of traffic by 5/3 - Need planning level contest of Strander /Southcenter Pkwy. widening 2 Steve W - Sidewalks JVJ builds APW sidewalk provides for retaining /maintaining existing landscape and future widening Closes post office driveway Union 76 lease - will lose pumps to build sidewalk realign channel? capacity /TMS ok? stripe existing paved for sidewalk /peds? Firestone has similar issues Asphalt on Tukwila Pkwy /Southcenter Pkwy OK - no peds use now or future, wetlands Strander - Grandfathered by ordinance From APW to 61st Doubletree (lease to 2003) includes parking Angle parking in Doubletree? Use route along perimeter road and stairs, SAO Use south side and Strander /Klickitat /Southcenter Pkwy peds 1. Klickitat /nb dw gets sw 2. Stairs from NE Strander /Southcenter 3. South side of Strander prohibit NS (use stairs to Doubletree) Waterline - HDA comp plans (83, 89 suggest - Sending letter - JVJ /Mervyn's risk insurance additional test data saying TC as info item 4/23 on SW, bus, ped plan? get back to Tom 3 build it) test says no need, submitted not needed 1. Water line sag 2. Sewer tie inside, correcting it, need to get back on where it is, what to correct try to fax (216 892 2712) Friday JVJ is improving APW /Baker (bus area n/s left turn lane and signal) is their proposed share of APW improvements (along with sw) PW to Jack May 3 on SEPA SEPA target May 6 BAR 15 days after SEPA mim 4th Thursday Tom submitting BAR booklet CD.DI8.SCEXPMTG.RMC 2. Traffic Evaluations 3. Widening of Andover Park West 4. Bus Pull -off Phase I Layout 11:00 a.m. Planning /Public Works SOUTHCENTER EXPANSION PL APRIL 10, 1991 AGENDA ITEMS Tukwila Parkway at I -5 Tukwila at Andover Park West Tukwila at Andover Park East Strander at 61st Street Place Klickitat at Southcenter Parkway (L.O.S.) Strander at Andover Park West CITYOOFTIIKWILA APR 0 8I PERMITCENTER 9 :00 a.m. Metro Transit 1 . Traffic Signal Design Proposals 2. Design Modifications 3. Construction Phasing 4. Southbound bus.pull off (Easements or right -of -way status) 5. North Bound Pull -off (Easement or right -of -way status) 6. Division of Responsibilities 7. Baker Traffic Signal Design 10:00 a.m. Traffic 1. Evaluation of Duel Lefts Strander at Southcenter (West Bound to South Bound) 1. Proposed Sidewalk on Andover & Strander 2. Existing Sidewalks on Tukwila & Southcenter Parkway satisfy requirements of the sidewalk ordinance 3. Parking Layouts 4. Pedestrian Connections 5. List of Mitigation Items 6. Fire Flow Line 7. Jet Fuel Line (Location) 8. B.A.R. Schedule /Project Schedule ., t:3 •• r` :R ^X '.� ?' • : v i:. • • \i:.rof.••,:: b .,. :i$ }rT�: .S.:...5:: `.. • 1. BRIEFLY DESCRIBE YOUR PROPOSAL: Construction of 24,882 SF (GLA) of one level enclosed mall shops along with 86,150 SF, two level Mervyn's Department Store. 2, PROJECT LOCATION: Southcenter Mall, Strander and Andover Park West. Quarter: (This information may be found on your For Southcenter: 3. APPLICANT :* Name: Stephen G. Moluse Center Ridge Design Services Address: 25425 Center Ridge Road Cleveland, Ohio 44145 P -.ne: 216- 871 -4800 Signature: 4. PROPERTY LESSEE DESIGN REVIEW APPLICATION NE :t. .hi Y j: ::%iic%r M: .✓'.i;%;?::k xR2i;`iik.i;.:•cw.:•Yi`3:if: •" (Give street address or, if vacant, indicate lot(s), block, and subdivision; or tax lot number, access street, and nearest intersection) Section: 26 Township: * The app icant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. Name: Southcenter Joint Venture Address: 25425 Center Ridge Road, Cleveland, Ohio 44145 Phone: (216) 871 -4800 OW �t AFFIDAVIT OF OWNERSHIP 23N Range:4 East, W.M. tax • Date: I v ` , , swear that I am a general partner of South nter Joi Venture he ground lessee of the land and owner of the bui dings an improvemen s comprising the property involved in this application, and that the foregoing statements and answers contained in this application are true and correct to the best of my knowledge and belief. Date: statement.) For Mervyn's Stephen E. Manthey Leo A. Daly 2615 Fourth Ave. Suite 390 Seattle, WA 98121 -1233 206 - 441 -3259 DESIGN REVIEW APPLICATION Page 2 The following criteria will be used by the BAR in its decision - making on your proposed project. Please carefully review the criteria, respond to each cri- terion (if appropriate), and describe how your plans and elevations meet the criteria. If the space provided for response is insufficient, use extra space on last page or use blank paper to complete response and attach to this form. 5. RELATIONSHIP OF STRUCTURE TO SITE A. The site should be planned to accomplish a desirable transition with the streetscape and to provide for adequate landscaping, and pedestrian movement. 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 it site. RESPONSE: See Item 5, Attached "A" 6. RELATIONSHIP OF STRUCTURE AND SITE TO ADJOINING AREA A. Harmony in 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 the estab- lished neighborhood character. D. Compatibility of vehicular pedestrian circulation patterns and loading facilities in terms of safety, efficiency and convenience should be encouraged. E. Compatibility of on -site vehicular circulation with street circulation should be encouraged. RESPONSE: See Item 6, Attached "A" 7. LANDSCAPE AND SITE TREATMENT A. Where existing topographic patterns contribute to beauty and utility of a development, they should be recognized and 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 un- sightly, should be accomplished by use of walls, fencing, planting or combinations of these. Screening should be effective in winter and summer. 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: See Attachment "A" DESIGN REVIEW APPLICATION Page 3 E. Mechanical equipment or other utility hardware on roof, ground or buildings should be screened from view. F. Exterior lighting should be part of the architectural, concept. Fix- tures, standards and all exposed accessories should be harmonious with building design. G. Monotony of design in single or multiple buildings projects should be avoided. Variety of detail, form, and siting should be used to provide visual interest. 8. BUILDING DESIGN A. Architectural style is not restricted, evaluation of a project should be based on quality of its design and relationship to surroundings. B. Buildings should be to appropriate scale and be in harmony with per - ma neighboring developments. C. Building components - such as windows, doors, eaves, and parapets - should have good proportions and relationship to one another. Building components and ancillary parts shall be consistent with anticipated life of the structure. D. Colors should be harmonious, with bright or brilliant colors used only for accent. RESPONSE: See Item 8A and 8B, Attache "A" 'DESIGN REVIEW APPLICATION Page 4 9. MISCELLANEOUS STRUCTURES AND STREET FURNITURE A. Miscellaneous structures and street furniture should be designed to be part of the architectural concept of design and landscape. Materials should be compatible with buildings, scale should be appropriate, colors should be in harmony with buildings and surroundings, and pro- portions should be to scale. B. Lighting in connection with miscellaneous structures and street furni- ture should meet the guidelines applicable to site, landscape and buildings. RESPONSE: See Item 9, Attachment "A" INTERURBAN SPECIAL REVIEW DISTRICT Not Applicable DESIGN REVIEW APPLICATION Page 5 The following six criteria are used in the special review of the Interurban area in order to manage the development of this area, to upgrade its general appear- ance, to provide incentives for compatible uses, to recognize and to capitalize on the benefits to the area of the amenities including the Green River and nearby recreational facilities, to encourage development of more people- oriented use, and to provide for development incentives that will help to spur growth. Please describe how your proposed development relates to the goals for this District. Use additional response space, if necessary. 10. The proposed development design should be sensitive to the natural amenities of the area. N/A 11. The proposed development use should demonstrate due regard for the use and enjoyment of public recreational areas and facilities. N/A 12. The proposed development should provide for safe and convenient on -site pedestrian circulation. N/A 13. The proposed property use should be compatible with neighboring uses and complementary to the district in which it is located. N/A 14. The proposed development should seek to minimize significant adverse environmental impacts. N/A 15. The proposed development should demonstrate due regard for significant historical features in the area. N/A (29 /DSGN.APP1 -3) DESIGN REVIEW APPLICATION Page 6 Response: 5. Relationship of Structure to Site 'ATTACHMENT A' BOARD OF ARCHITECTURE REVIEW SOUTHCENTER EXPANSION APRIL 31, 1991 The site has been designed to provide a safe, efficient well designed transition between the existing development and the expansion area. In addition, pedestrian connections have been added or modified to provide stronger linkage to the surrounding streetscapes. Parking and service areas are designed to be safe and convenient.Slervice, shall be screened with landscaping and architecturally compatible screen walls to minimize the visual impact. Building height and scale will be compatible with massing relationships of existing structures. 6. Relationship of Structure and Site to Adjoining. Area Response: The proposed building designs will reflect the established character of the Southcenter shopping center and will be well integrated into the existing site. Compatible and harmonious building materials will be used. 7. Landscape and Site Treatment Response: Existing topographic patterns and site features will be preserved. Every effort has been made to preserve existing plant material. New landscape plantings will be installed to enhance architectural features and to visually strengthen pedestrian and vehicular circulation patterns. Lighting levels throughout the site will provide a comfortable level of illumination with a minimum of one (1) footcandle throughout. Higher levels of illumination (2 -4 FC) will be provided where appropriate (i.e., entrance drives and bus pull -off area adjacent to our east property line). 8A. Mall Shop Expansion Response: The exterior architectural design of the proposed expansion is intended to be an extension of the new exterior design which was established by the recent remodel of the partial south elevation resulting from the addition of a new mall food court and new exterior food court entrance. The mall expansion will be in harmony with the existing building and the new department store. Exterior parapets will match existing parapet heights, and the horizontal masonry banding will be coordinated with the design of the new department store. It is the design intent to match the existing building design components which were recently established as a result of the food court renovation. In this regard masonry material, parapet heights, canopy heights, masonry banding and mall entrance design will be consistent with this previously approved design concept. Colors of exterior building materials will be harmonious with each other and will match in color and texture the existing exterior project materials used on the south renovation at the food court entrance. Roof top equipment will be screened from view at all locations on site from a base line elevation of 6' -0" above finish floor. The exterior lighting will be part of the architectural design concept and will consist of relocated existing site light poles, recessed canopy lighting, entrance accent lighting and up lighting at the trees. Although the extent of new exterior wall is minimal for the mall expansion, with the construction of a new mall entrance, combined with other elements such as canopy overhang, masonry banding, masonry reveals, and exterior landscaping consisting of a row of 6" calipers Bradford Pear trees located 25' -0" apart in pedestrian tree grates and shrubs in a serpentine planting bed there will not be a monotony of design. The truck dock located on the North facade will be constructed of a 9' -0" tall masonry wall and will have Bradford Pear trees and shrubs in the adjacent planter. 8B. Mervyn's Expansion The architectural design of Mervyn's Department Store is compatible to the balance of the proposed Southcenter. This compatibility is achieved by utilizing a similar brick featuring strong horizontal banding in alignment with the proposed mall building. Mervyn's landscaping will be of a similar species to the proposed new landscaping for the mall including trees, ground cover and shrubbery. Mechanical and service areas will be appropriately screened from normal viewing by either screen walls, the parapet or rolling doors. 9. Miscellaneous structures and street furniture. Existing site furnishings and site lighting will be relocated as required. 1; I' fifftWgi i OH Trl 1.11. Mal inn G01 to ®nau r el I. 1,, YCS"sr. r C S+N mulligrig 44444444 99nm p. 99 :;1:; ga __r,.afsaim IYYi� -? I f i {;14 I 11I 11444014 I 11111111111M ij 2u fo filli II ii. d1n ii ;if1 AV mil c=.7aV iii4 AIL. WI ttr.I.iglii 1 it Z 0 I JACOBS. VISCONSI & JACOBS CO. f1H CLNIVI .IY[ NW CLCVCVNI OM 44145 414. Con 1OW 141-4440 • PROPOSED SITE DEVELOPMENT PLAN SOUTHCENTER 1MCWL .WAl1SGTON CENTER RIDGE DESIGN SERVICES INC. (5445 MICR RIC=E 4u5 CuVCUm. ENO 44145 44404144145 NO MOWS mu 141-4144 1 C, g a{ A VA TL + 0 LL JACOBS, VISCONSI & JACOBS CO. H.]! COM ROM 1ON 2501{µ0, 0w 4410 w.. 1.r n ill -NCO .1 «:1 FIRESTONE SIDEWALK PLAN z SOUTHCENTER TUKM6A, WASHINGTON CENTER RIDGE DESIGN SERVICES INC. DM CO,ILII MCC *0•0 25L.¢MO. O. 44145 *0■15011 µp IMCML2M ( 0 +ti 4 • ANDOVER -PARK WEST NORTH I l 111L WOG Ma 1010 atwMY. OM 441AS Arw Colo p41)11I.. 1 f \v BAKER BLVD. 1► 1:► JACOBS. VISCONSI A JACOBS CO. V I Z I 0 ,0 I LANDSCAPE PLAN: ANDOVER PARK WEST BUS PULL-OFF l 4 I t 4 SOUTHCENTER MALL ENTRANCE - E11,114 . •0.&0 ALK .X. y SOUTHCENTER TUIf1A NNSRNOTON CENTER RIDGE DESIGN SERVICES INC. MU 134413 MK IWO =SCAM MO MIN 4w4I1C11 MD G IWI (111) 101 -.100 FIRESTONE 0 I s. LII I r ) I r 1 iff ( � 1 S ETRANDER BOULEVARD ■■•1= , 4141. , TUK WLA pA 4` ,4 a a \ Q A JACOBS, VISCONSI & JACOBS CO. 49(49 (MIN 11(1.4 W (149(14(1 ou4 (4(49 (.n Ca. 410171-4403 PROPOSED SITE DEVELOPMENT PLAN 8OUTHCENTER TUOVAAWAIIIIINDION CENTER RIDGE DESIGN SERVICES INC. 991(9 (1MM(M 11114C 44(4 OAKLAND. out, 41119 IKMTCCi9 Mu MOWS a4( (71.41(1 Z 0 I Receiving Area Screening Plan EXISTING G Foundation Landscape Planting Plan NEW Sob r -wr se.,r ,,r•r -r a r I I B,•.I- leaved ...tree. Shrubs W Hi. MB (IY.I./e.Ir..) Mall Shops Expansion Section A -A' Typical Parking Lot Island Planting Iwr r,• -•• ql -4- DR Tres hin .at tail .w ,..... tiro• tins ra. Tree Staking Detail •CO.WI ran r.r r rt tine Tin. •• w rm. Mervyn's TN* Stikine Wall t... e. I.c..al TIM .r. Typical Landscape Details _: L -5 • • : 1 I I I 1 • .I I 1 r •• IL. a— 1 I E erg Sbr.O. 1 I 24" -3C HT.ISP. B&B ■ (Elam Yew) • rn.,, •„ • Ip► 1 VA N ew • �` r . , ,.......4a* - _ -. Receiving Area Screening Plan EXISTING G Foundation Landscape Planting Plan NEW Sob r -wr se.,r ,,r•r -r a r I I B,•.I- leaved ...tree. Shrubs W Hi. MB (IY.I./e.Ir..) Mall Shops Expansion Section A -A' Typical Parking Lot Island Planting Iwr r,• -•• ql -4- DR Tres hin .at tail .w ,..... tiro• tins ra. Tree Staking Detail •CO.WI ran r.r r rt tine Tin. •• w rm. Mervyn's TN* Stikine Wall t... e. I.c..al TIM .r. Typical Landscape Details _: L -5 I 1 : 11 J.C.PENNEY DEPT. STORE 3 FLOORS MALL SHOPS E MALL SHOPS D — FIN H FLR. E . =28.5 MALL SHOPS B MALL SHOPS STORM 611. RIM 27.70 -. 1r ON. 20, 15 mt. 20.43 TO BE REMOVED STORY Y.N. RIM 27.7 'fY 104, 22.75 TO 1E . REMOVED RIM 6.5 1r 1110 23.0 TO OE REMOVED RIM. 26 17 RV. 23 STORM M.N. 2 RIM 27.75 it IMV. 22.112 RIR_ 2 21 1 00 r eMV. 2100 .. .16 rii. It RN. 19.69 RIM. 26.00 E 4 222.25 e STORM SEA FIRST BANK OFFICE BUILDING SEA FIRST DRIVE — THRU 17/21/10 OOOR ROM a. - 21.5 NORTH ROM MM EL.. 24.35 RE . 701 to.1 SP TRUCK DOCK PROFILE %IA.- DR SD -2 J.C.PENNEY DEPT. STORE 3 FLOORS MALL SHOPS E MALL SHOPS D MALL N. SHOPS C .,r uR. tin 21' e1 AS e0• • wR l41ra nit FINISH FLR. ROOM SOK 1111. RIM 27.R Cr RN. 17.17 ELEV. = 28.5 INV. 14.70 SAN. RIM 4. DEPA STO 5 TWO FLO FINISH F ELEV. = 2 ANDOVER PARK WEST SEA FIRST BANK OFFICE BUILDING MALL SHOPS B • � M r` a n lmla iiy SD NORTH 91-4 - ac J.C.PENNEY DEPT. STORE 3 FLOORS MALL SHOPS E PAPIEL MALL SHOPS D 7 • U. N Z p - 5 -1 W W • MALL SHOPS B MALL SHOPS C FINISH FLR. ELEV. = 28.5 MIII11 G ,a,cl+«»c P DEPAR T PR OSED STORE 5 TWO FLOORS NISH FLR. E EV. = 28.5 I ANDOVER PARK WEST XI N I I A- r c'? SEA FIRST BANK OFFICE BUILDING 0 A SEA FIRST DRIVE - THRU NORTH qi'i.oR VO zz V W < = a Jw W . IIG,Q Y. Ka OXOJEK SC- . I 1 1 n/2 , /so 02 ,2e/9, SD -4 J.C.PENNEY DEPT. STORE 3 FLOORS MALL SHOPS E MALL SHOPS D JI Ci J CO V N z ° I � X J W W MALL SHOPS B MALL SHOPS C FINISH FLR. ELEV. = 28.5 0 PROPOSED DEPARTMENT STORE 5 TWO FLOORS FINISH FLR. ELEV. = 28.5 ANDOVER PARK WEST V SEA FIRST BANK OFFICE BUILDING SEA FIRST DRIVE — THRU I I I I NORTH al -4- DR U. MGM( ;,/7,/M r _ •Ir -- D. Kl .0 m/2./9 SC /SILT SD -5 s � ine U C. 3 7j- \ CYyO - S E [WYOiNT R itch MNlaN Aucn s TEL.CO.RSEMENT TRUE POINT OF AF.N0.5391852 h E ;INNING OF PARCEL 1 f�•pj - 3e3ti 605 MAR,HE 113,-7. - \ r. 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TOTS CERTIFIES TART MM AU /M51•IIS TA00 IN LID 10010011. M ANTE OATI /ISR IS USED UFOS 110U TUFAMO IN ACCODAIIM 0155 MICRALLY ACMr=D ?IOIT5I04LL SUtrET 1LRIM. IC MME IC 0[x50 VMAAOTT. (0010 MKOSSLD 04 OM ER. C(STf0 OF SECTION TS 1.. Project Title: Allentown Storm Drainage Program 2. Approved plans: Fire Dist. 1 Drainage Basin Project Number: 91 -DRO4 Reference Numbers - BARS: 412 / 02 . . xx . 3. Project Location: Allentown between river and BN yard. 4. Project Description: Complete design report to determine flooding corrective measures and identify an improvement program with costs. First planned project is drainage for 51 P1 /S 124 area. 5. Other Funding: 6. Project Alternatives: CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 — 1998 BUDGET YEARLY COSTS PRIOR YEAR i PROGRAM � PROGRAM PROGRAM � PROGRAM PROGRAM PROGRAM YEAR SIXTH (1 000's) , YEARS , FY 92 , FY 93 , FY 94 , FY 95 , FY 96 , FY 97 , FY 98. YEAR TOTAL BARS I (41) Engineering 25 30 55 (61) Land 0 (63) Non - Building 75 75 Improvement (62) Building 0 TOTAL ; 0 25 ; 105 0 0 0 0 0 0 130 + + REVENUES Operating Revenues 0 25 105 0 0 0 0 0 0 130 0 137 1.. Project Title: Riverton Creek Runoff 2. Approved plans: TIP Project Number: Reference Numbers - BARS: 412 / . . xx 3. Project Location: Pacific Hwy and other streets draining to Riverton Creek. 4. Project Description: Design and construct street runoff improvements to enhance water quality of surface water entering Riverton Creek. 5. Other Funding: Commercial and volunteer participation. 6. Project Alternatives: BUDGET PROGRAM COSTS PRIOR 1 YEAR � YEAR YEAR PROGRAM PROGRAM PROGRAM PROGRAM PROGRAM AFTER YEAR i YEAR i YEAR SIXTH ($ 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 , FY'96 , FY'97 , FY'98 , YEAR , TOTAL BARS 1 (41) Engineering (61) land (63) Non-Building Iaprove.ent (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 90 25 360 0 0 90 385 0 0 0 0 0 Operating Revenues 0 0 90 25 0 0 0 0 0 115 Grant /Contrib. ; 360 ; 360 138 115 0 360 0 475 1. Project Title: MLK -BAR Storm Drainage Improvements 2. Approved plans: Fire District #1 Project Number: 91 -DRO5 Reference Numbers - BARS: 412 / 02 . . xx . 3. Project Location: Martin Luther King /Boeing Access Road (both in Seattle and Tukwila) 4. Project Description: Joint WSDOT, Seattle and Tukwila drainage basin work. Phase I in 1993 is construction of wet ponds and pipe providing detention and flooding control. Total project estimated at $3,000,000 and is being determined. 5. Other Funding: Our share is expected to be 20 - 30%. 6. Project Alternatives: BUDGET AFTER YEARLY COSTS PRIOR YEAR � PR YEAR N PR YEAR N PRYEARN � PRYEARN PROGRAM PROGRAM I SIXTH ($ 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 ; YEAR ; TOTAL BARS 1 (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 — 1998 20 30 50 40 100 0 i 20 i 80 140 0 0 0 0 0 139 70 50 120 0 240 Operating Revenues 0 20. 80 140 0 0 0 0 0 240 0 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: Annual Drainage Improvement Program 2. Approved plans: Project Number: Reference Numbers - BARS: 412 / . . xx . 3. Project Location: City wide. 4. Project Description: Design and construct improvements to correct flooding and erosion. 5. Other Funding: 6. Project Alternatives: (8 STS COSTS BARS 1 (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER PRIOR YEAR YEAR YEAR YEAR YEAR YEAR YEAR SIXTH YEARS FY 92 FY 93 FY 94 FY 95 FY 96 FY 97 FY 98 YEAR TOTAL 15 60 15 60 0 0 75 75 75 75 75 75 0 450 Operating Revenues 0 0 75 75 75 75 75 75 0 450 0 140 15 60 15 60 15 60 15 60 90 0 • 360 0 1. Project Title: South CBD Dike Repair 2. Approved plans: GRFCZD River Maint Needs Prior Project Number: 92 -DRO7 Reference Numbers - BARS: 412 / . . xx . 3. Project Location: West side of Green River, south of S 180 St between RM 15.05 and 15.50. 4. Project Description: Repair existing levee to eliminate seepage under dike membrane and stabilize levee. 5. Other Funding: 75/25 - Fed. Grant /Tukwila 412 Fund. $500 K - levee seepage repairs. $500 K - toe replacement. 6. Project Alternatives: BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ` PROGRAM ' PROGRAM ' PROGRAM ' AFTER YEARLY COSTS PRIOR YEAR YEAR YEAR I YEAR YEAR YEAR YEAR SIXTH (8 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 YEAR ; TOTAL BARS I (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 50 100 100 0 0 50 ; 200 750 0 0 0 0 141 50 700 200 0 800 0 1000 Operating Revenues 0 0 12 50 188 0 0 0 0 250 FEMA Grant ; 38 ; 150 562 750 6. Project Alternatives: BARS (41) Engineering (61) Land (63) Non - Building Ioproveaent• (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: Gilliam Creek Basin 2. Approved plans: Crestview Drainage Basin Study Project Number: Reference Numbers - BARS: 412 / 02 . . xx . 3. Project Location: S 154 St 'Corridor' (SeaTac - Green River) 4. Project Description: Design, obtain necessary permits and improve detention above 42 Ave S. Feasibility of other improvements; sampling and monitoring for CCWF application. 5. Other Funding: Pursue Bicentennial Clean Water Grant. BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER YEARLY COSTS PRIOR YEAR YEAR YEAR YEAR YEAR YEAR YEAR ( SIXTH f 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 FY'97 FY'98 YEAR ; TOTAL 25 25 35 0 0 50 35 0 0 0 0 0 85 Operating Revenues 0 0 50 35 0 0 0 0 0 85 0 '142 60 0 25 0 1. Project Title: Surface Water Comp Plan 2. Approved plans: New Project Number: Reference Numbers - BARS: 412 / . xx . 3. Project Location: City wide. 4. Project Description: Comp Plan to include GMA concurrency and level of service (LOS) requirements. 5. Other Funding: 6. Project Alternatives: BUDGET YEARLY COSTS I PRIOR YEAR YEAR PROGRAM � PROGRAM � PROGRAM I PROGRAM I PROGRAM PROGRAM I SIXTH $ 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 FY'98 YEAR TOTAL BARS I (41) Engineering (61) Land (63) Non - Building TOTAL REVENUES Improvement (62) Building CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 50 0 0 50 0 0 0 0 0 0 143 50 0 0 0 50 Operating Revenues 0 0 50 0 0 0 0 0 0 50 1 0 6. Project Alternatives: BARS (41) Engineering (61) Land (63) Non-Building Improvement (62) Building CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: Fostoria Basin (Sgate Ck) Surface Water Quality 2. Approved plans: Centenial Clean Water Fund Project Number: 90 -DR17 i Reference Numbers - BARS: 412 / 02 . . xx . 3. Project Location: Fostoria Basin - Southgate Creek sub - basin, between Pac Hwy and outfall at 42 /Interurban Ave S. 4. Project Description: Perform Southgate Creek water quality engineering analysis to determine sources of pollutants and corrective improvements, operations and maintenance measures to reduce or eliminate point sources. 5. Other Funding: $24,000 from Centenial Clean Water Fund grant; $24 K City matching monies from 412 Fund. AFTER YE CO PRIOR F YEAR T , p FY E AR M i p FY E AR N , P FY 1 E AR M , p FY E AR M , p FYEAR H , p FY E AR M , SIXTH TOTAL i I I I I l I 48 TOTAL ; 0 0 48 0 0 0 0 0 0 48 t REVENUES Operating Revenues 0 0 24 0 0 0 0 0 0 24 Grant 24 24 144 48 0 0 0 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 — 1. Project Title: Macadam Rd /S 135 St Silt Vault 2. Approved plans: N/A Project Number: Reference Numbers — BARS: 412 / . xx . 3. Project Location: Macadam Rd /S 135 St 4. Project Description: Provide silt vault behind Fostoria development at Macadam Rd /S 135 St to stop transmission of erosion materials to lower Fostoria Basin pipes /ditches and portions of Southgate stream. 5. Other Funding: 6. Project Alternatives: BUDGET AFTER Y EARLY COSTS I PRIOR YEAR i PRYEARM i PRYEARM i PROGRAM � PRYEARM PROGRAM � PROGRAM � SIXTH 000's) ; YEARS ; FY'92 , FY'93 , FY'94 , FY'95 , FY'96 , FY'97 , FY'98 , YEAR , TOTAL BARS S (41) Engineering (61) Land (63) Non - Building Improve.ent (62) Building TOTAL REVENUES 1 35 11 0 35 0 0 46 0 0 0 0 0 0 46 Operating Revenues 0 0 46 0 0 0 0 0 0 46 0 145 1. Project Title: Nelsen Pl /Longacres - Phase II 2. Approved plans: Nelsen Pl /Longacres Stm. Basin Project Number: 87 -DRO2 Reference Numbers - BARS: 412 / 02 . 3. Project Location: I -405 to Strander; W Valley to E City Limits. Phase II provides S 158 St to I -405 along BNRR. 4. Project Description: Phase II drainage for 152 acres (Helen Nelsen Indust. Devel area) tributary to P -1 channel. Phase II is design from Longacres Wy to I -405 between the railroads (UP & BN). Obtain BNRR permit . for pipe. 5. Other Funding: This. phase is expected to be constructed by proposed Exhibition Center. 6. Project Alternatives: BUDGET YEARLY CASTS PRIOR YEAR YEAR PROGRAM PR YEAR N PR YEAR M PR YEAR N PRYEARM PROGRAM SIXTH ($ 000's) YEARS ; FY'92 ; FY'93 , FY'94 , FY'95 , FY'96 , FY'97 , FY 98 , YEAR , TOTAL BARS I (41) Engineering (61) Land (63) Non - Building Improvement (62) Building 20 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 — . 1998 35 50 146 50 240 .. xx . 66 105 50 240 TOTAL ; 20 0 35 50 .; 290 ; 0 0 0 0 395 1 REVENUES I I Operating Revenues 20 0 35 . '0 .0 0 0 0 0 55 Developer ; 50 !. 290 ; 340 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 — 1998 1. Project Title: Nelsen P1 /Longacres - Phase III 2. Approved plans: Nelsen P1 /Longacres Stm. Basin Project Number: 87 -DRO;4 Reference Numbers - BARS: 412 / 02 . . xx . 37 3. Project Location: I - 405 to Strander Blvd; W. Valley Hwy to east City limits. 4. Project Description: Provide 3rd phase storm drainage improvements for 152 acres representing the Helen Nelsen Industrial Development area connecting to P -1 channel. Coordinate with Renton. 5. Other Funding: LID 6. Project Alternatives: BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER ' YEARLY COSTS PRIOR 1 YEAR YEAR 1 YEAR 1 YEAR I YEAR YEAR � YEAR � SIXTH ($ 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 , FY 97 , FY 98 , YEAR , TOTAL BARS (41) Engineering (61) land (63) Non-Building Improvement (62) Building 20 20 35 50 147 150 150 650 375 50 650 0 TOTAL ; 20 ; 20 35 ; 50 ; 150 800 0 0 0 1075 REVENUES + $ + + Operating Revenues 20 20 35 50 66 324 0 0 0 515 LIO ; ; 1 ; 84 476 560 1. Project Title: City of Tukwila NPDES Program 2. Approved plans: Requirement of Clean Water Act Project Number: Reference Numbers - BARS: 412 / . . xx . 3. Project Location: City -wide. 4. Project Description: Develop & establish a NPDES (National Pollution Discharge Elimination System) Program to comply with requirements. Determine & adopt drainage discharge standards. Develop City 0 & M Program. 5. Other Funding: 6. Project Alternatives: BUDGET YEARLY COSTS PRIOR YEAR YEAR PROGRAM PRYEARN � PRYEARN � PRYEARN PROGRAM PROGRAM I SIXTH f 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 ; YEAR ; TOTAL BARS 1 (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 — 1998 30 148 30 0 0 0 0 0 30 1 0 0 0 0 0 0 30 Operating Revenues 0 0 30 0 0 0 0 0 0 30 1 I I 0 5. Other Funding: 6. Project Alternatives: BARS 1 (41) Engineering (61) Land (63) Non - Building Iiproveaent (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: New S 143 St Storm Drain 2. Approved plans: Fostoria Basin Study Project Number: 86 -DR22 Reference Numbers - BARS: 412 / 02 . . xx . 24 3. Project Location: S 143 St from Maule Ave S to river. 4. Project Description: Provide approximately 500 linear feet of 24 -inch storm main from low point of S 143 St to Green River. BUDGET YEARLY COSTS PRIOR YEAR PROGRAM PROGRAM PROGRAM PROGRAM PR YEAR M PR � YEAR SIXTH f 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 FY'90 ; YEAR TOTAL 17 24 172 0 0 17 ; 196 0 0 0 0 0 149 41 0 172 0 213 Operating Revenues 0 0 17. 196 0 0 0 0 0 213 1 i 0 5. Other Funding: 6. Project Alternatives: CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: NC Machinery /Hartung Basin Drainage Study 2. Approved plans: Project Number: 90 Reference Numbers - BARS: 412 / 02 . . xx . 41 3. Project Location: Wetland No.12, between W Valley Hwy and Union Pacific RR, extending from S 180 St to UP Tracks to S 4. Project Description: Provide drainage improvements identified in Basin Study (study in progress at time of writing). Develop Tukwila /Renton agreement if appropriate. BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER YEARLY COSTS PRIOR ; FY ; FY'93 ; FY ; FY ; FY'96 ; FY ; FYE98 SIXTH ; TOTAL BARS 1 (41) Engineering (61) Land (63) Non-Building Improvement (62) Building TOTAL REVENUES 32 15 150 47 0 0 0 32 15 0 0 0 0 0 0 47 Operating Revenues 0 17 15 0 0 0 0 0 0 32 Developer 1 15 15 EARLY COSTS f 000's) BARS (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: Water Quality Management Plan (CCWF) 2. Approved plans: Project Number: Reference Numbers - BARS: 412 / . . xx . 3. Project Location: City -wide except Southgate Creek. 4. Project Description: Water quality engineering analysis to determine pollutants and corrective improvements for creeks and basins throughout City except Southgate (already funded). 5. Other Funding: $250,000 CCWF; $250,000 city match. 6. Project Alternatives: Could do one at a time. BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER PRIOR I YEAR I YEAR I YEAR I YEAR I YEAR I YEAR 1 YEAR I SIXTH YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 YEAR TOTAL 500 0 0 0 500 0 0 0 0 0 151 500 0 0 0 500 Operating Revenues 0 0 0 250 0 0 0 0 0 250 CCWF ; 250 250 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: Fostoria Drainage 2. Approved plans: Fostoria Basin Drainage Study Project Number: 87 -DRO1 Reference Numbers - BARS: 412 / 02 . xx . 32 3. Project Location: Fostoria Basin. 4. Project Description: Surface water drainage control. Phase II is S 133 St between S 134 St and 48 Ave S by LID or grant. 5. Other Funding: 6. Project Alternatives: BUDGET AFTER YEARLY CASTS PRIOR YEAR PROGRAM ( PROGRAM YEAR PROGRAM PROGRAM PRYEARN PROGRAM I SIXTH (S 000's ) YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 ; YEAR ; TOTAL BARS (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES 37 58 248 0 0 0 0 37 306 0 0 0 Operating Revenues' 0 0 0 0 37 58 0 0 0 95 Grant ; ; 248 248 152 95 0 248 0 343 1. Project Title: Pipe Replacement in Strander Blvd. 2. Approved plans: Gilliam Creek Drainage Study Project Number: 86 - DRO1 Reference Numbers - BARS: 412 / 02 . . xx . 07 3. Project Location: Strander Blvd between Green River and Andover Pk E. 4. Project Description: Design and construct drain improvements including a pump to drain Strander (particularly at Andover Pk E) when th(`. river is at 12,000 cfs and storms occur. 5. Other Funding: 6. Project Alternatives: BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER YEARLY COSTS I PRIOR YEAR YEAR I YEAR I YEAR ( YEAR I YEAR YEAR I SIXTH (S 000's) YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 ; YEAR ; TOTAL BARS ! (41) Engineering (61) Land (63) Non-Building Improvement (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 20 30 200 0 0 0 0 20 ; 230 0 0 0 50 0 200 0 250 Operating Revenues 0 0 0 0 20 230 0 0 0 250 0 153 1. Project Title: Christensen Road 4 cfs Pump Station 2. Approved plans: Gilliam Creek Drainage Study Project Number: 89 -DRO2 Reference Numbers - BARS: 412 / 02 .. . xx . 09 3. Project Location: Green River south of I -405 at Christensen Rd. Christensen Rd, 500 LF south of Tukwila Pkwy. 4. Project Description: Design and construct pump station to correct area flooding including the Christensen Rd /Baker intersection. 5. Other Funding: 6. Project Alternatives: BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER YEARLY COSTS PRIOR YEAR YEAR YEAR YEAR YEAR YEAR YEAR SIXTH f 000's) YEARS. FY'92 FY'93 FY'94 i FY'95 FY'96 FY'97 FY'98 YEAR i TOTAL BARS 1 (41) Engineering (61) Land (63) Non-Building Improve.ent (62) Building TOTAL REVENUES CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 154 20 25 32 210 77 0 210 0' 0 0 0 0 0 0 20 25 242 287 Operating Revenues 0 0 0 0 0 0 20 25 242 287 0 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 1. Project Title: Gilliam Creek 250 CFS Storm Drain Pump Station 2. Approved plans: Gilliam Creek Basin Study Project Number: 86 - DR19 Reference Numbers - BARS: 412 / 02 . . xx . 3. Project Location: Gilliam Creek at the Green River. 4. Project Description: 250 cfs storm drain pump station in Gilliam Creek to prevent flooding in Tukwila CBD to 100 -year river storm /25 -year local storm. This project provides a permanent solution and supersedes interim solutions as outlined. 5. Other Funding: Possible funding from State, Corps and King County. 6. Project Alternatives: BUDGET ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' PROGRAM ' AFTER YEARLY PRIOR YEAR YEAR YEAR YEAR YEAR � YEAR � YEAR � SIXTH (S 000's) s)) , YEARS , FY 92 , FY 93 , FY 94 , FY 95 , FY 96 , FY 97 , FY 98 , YEAR , TOTAL BARS 1 (41) Engineering (61) Land (63) Non - Building Improvement (62) Building TOTAL REVENUES 155 110 550 2750 660 2750 0 0 0 0 0 0 0 0 0 110 ; 3300 3410 Operating Revenues 0 0 0 0 0 0 0 110 3300 3410 0 1. Project Title: Andover Pk W 48 -inch Storm Drain Rehabilitation 2. Approved plans: Gilliam Creek Basin Study Project Number: 86 - DR17 Reference Numbers - BARS: 412 / 02 . . xx . 3. Project Location: Andover Pk W - Gilliam Creek to Baker Blvd. 4. Project Description: Replacement of approximately 500 LF of existing 48 -inch storm drain which has sunk and is at a reverse slope. Capacity of this storm line has been reduced due to reverse slope and siltation. 5. Other Funding: 6. Project Alternatives: BUDGET PROGRAM AFTER YEARLY COSTS PRIOR YEAR YEAR PROGRAM PROGRAM YEAR YEAR PROGRAM PROGRAM PROGRAM YEAR SIXTH 000's) ; YEARS ; FY'92 ; FY'93 ; FY'94 ; FY'95 ; FY'96 ; FY'97 ; FY'98 , YEAR , TOTAL BARS $ (41) Engineering (61) Land (63) Non - Building Improvesent (62) Building TOTAL REVENUES Operating Revenues 0 0 0 0 0 0 0 30 366 396 CITY OF TUKWILA CAPITAL PROJECT SUMMARY 1993 - 1998 156 30 46 320 0 0 0 0 0 0 0 30 366 76 0 320 0 396 0