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HomeMy WebLinkAboutSEPA E04-022 - MILLER CHRIS / MOUNT ADAMS HOLDINGS - WAREHOUSE REMODEL FOR ACME BOWLINGACME BOWL 100 ANDOVER PK W E04 -022 City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director March 25, 2005 NOTICE OF DECISION TO: Chris Miller, Owner /Applicant Dick Landen, Party of Record King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L04 -081 Design Review Applicant: Chris Miller, Mount Adams Holdings Project Description: BAR approval . to remodel a warehouse on the former Fatigue Technology site to construct Acme Bowling, a 40 lane bowling center with associated restaurant and lounge. Also included will be approximately. 9,700 square feet of retail and associated revisions to parking and landscaping across the site. Location: 100 Andover Park West Associated Files: D05 -032, D05 -033 Demolition Permits E04 -022 SEPA Review Comprehensive Plan Designation/Zoning District: Tukwila Urban Center II. , DECISION SEPA Determination: The City SEPA Responsible Official has determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). Type 4 Permit Page 1 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Decision on Substantive Permit: The City Board of Architectural Review has determined that the application for a 40 lane bowling center, 9,700 square feet of retail and associated site and landscape improvements does comply with applicable City and state code requirements and has approved that application based on the findings and conclusions contained in the staff report, subject to the following conditions: 1. The DCD Director shall administratively approve minor changes to the landscape plan needed to accommodate Fire Department access requirements. 2. The four red oak street trees proposed south of the southern driveway on Andover Park West should be relocated onto the Acme property, rather than in the strip that is to be dedicated to the City for future road expansion. 3. If the existing street trees along Andover Park West or Baker Boulevard are cut down for any reason they must be replaced on Acme Bowling property within the required front yard landscape strip. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the City Council of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of this Decision, that is by April 15, 2005. The requirements for such appeals are set forth in Tukwila Municipal Code18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. Type 4 Permit Page 2 • 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. V. APPEAL HEARINGS PROCESS The City Council hearing regarding the appeal shall be conducted as a closed record hearing before the based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The City Council decision on the appeal is the City's final decision. Any party wishing to challenge the City Council decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS may be included in such an appeal. If no appeal of the City Council decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Nora Gierloff, who may be contacted at 206 -431- 3670 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community City of Tukwila Type 4 Permit evelopment Page 3 —30' 5614T TTPESLANDXARE DIS,ACE LFIE ..,...4 +1; t.#,Iitt+il - - rums CLORK 1 t•—SCORED CONC. WALK • 5,,n1 / ,.. _ ___ VA • I PROPOSE b .: 1—F TURE SHIRS t4 gi I - I 4,000 S.F ---= V, L L 1i --=z, \ 1 t v • \ I - 20 -.'ii:1E-- ACCESS- 1,.. .0.,... • 1 Ali 1 V 91117).; \ \ \ ; itr.4 A FEANER EEEDED LA5N D-IERE NEW PLANT.% eED5 FUIT Ex1511.4 EkIST154 LAD. TO REMAN REPAIR 30 510,-IT LALN 0'-' ED e, Y,ON D,STANCE LSE A% st NPIP yorc • • 1,4 4444 4,S1 0•105.,4, .4'7.141° <tr. ANDOVER PARK WEST I (.42i * * kl 9,• Tat 31,4 -EX 5T,6 TIES TO FE11424. TOP. TE RETENTION !TRIER RECEPItCLE —ee4C14 I nATI-TER S. SEEDED LAIN IJ,ENE I ,ew PLANTS DEDS MEET E,,STSG. FEYIET154,LAN TO REeAIN /MPAER L ALP: DIFEIR5ED gy. c0,i5 ...r1,„-N. ear....../t• •010 lib -, • A 314 - ille iti FErwER IN SEEPED L,,J.NI.PE NEW P_,NTR,G 5E05 Ex,5711Wsr., 30• SIGN7 PIETA/v.7c LIhE 2 ./.• I ;!: I t ; , • I GO, Vt. ,9.2.*„.• .10 ".A.,•••••• I 5117400.0.15 • 4C,74• 4r • 0444 • 41,.. ,C1411).111n 114 111111! H SCORED CONC. PEDESTRIAN WALKWAY--:: C.4 -9KE .171.9111+1 StORED CONC WALK-- IiI;OPOSE-1 RETAIL SH• POSED FUTURE 6,500 S. RTAIL ADDITION 13,200 S.F. MK! RACK PROPOSED RETAIL CENTER 22,000 S.F. inn CF OCR( 2,2005 :11SEARS ilTECTS Bella LAN:E.CAFS 1DREMAN Lmrs CO CCIRK 115,,,fiTim 113 33 0 10 to) I I ■A'4 Itgtt,4 •14.3 r- TRASRK-CRPTACL- ec5e:6- TAIL SHOPS 10,038 I j Ui I- < 0 -J w CC Ui co 0 _ BOWLING 40 LANES 50,901 S.F. / • / -39 50,011 DISTANCE LINE al BUILD INC 0.(PL A TS A. 44Ngi Exi5n,6 TIE5 REM,,,TTP. ITEhTiC24 FENCE. TTP. LCITS OF LLIDSK faV,' 0 N 60' 120' • CONC. KEYSTONE WA- LL V\ \\ LANDSCAPE PLAN ACME BOWLING Tukwila, Washington RECEIVED R o 2 2005■ UNITY DLV PLOEMENT '1111'11 444 S WEISMAN DESIGN GROUP LANDSCAPE ARCHITECTURE MEMORANDUM TO: Steve Lancaster, SEPA Responsible Official FROM: Nora Gierloff, Planning Supervisor RE: ACME Bowling Redevelopment DATE: March 7, 2005 Project File: E04 -022 Associated File: L04 -081 Design Review Applicant: Chris Miller for Mt. Adams LLC Project Location: 100 Andover Park W Parcels #022300 -0020, 022310 -0020 Studies submitted with the applications include: Transportation Impact Analysis by Transpo revised January 2005 Preliminary Technical Information Report by Barghausen Engineers revised January 17, 2005 Attachments: A. Comment Letter B. Building, Landscape and Site Plans Project Description: Mt. Adams Holdings has filed applications to remodel a warehouse to construct Acme Bowling, a 40 lane bowling center, with associated restaurant and lounge, to be located at 100 Andover Park West, the former Fatigue Technology site. Also included will be approximately 9,700 square feet of retail, demolition of an existing 19,000 square foot office building and associated revisions to parking and landscaping across the site. The adjacent southern parcel will be redeveloped in a second phase with up to 33,000 square feet of retail space. Agencies With Jurisdiction: Washington State Department of Ecology Puget Sound Clean Air Agency Comments to SEPA Checklist: A comment letter was submitted by a property owner directly east of the site, see Attachment A. The owner's concerns dealt with the planned driveway connection to Evans Black Drive from the Acme site. The site currently does not have vehicular access to that frontage and the concern was that passenger cars would travel through an area used for truck maneuvering. The current design shows that the driveway will be through a currently unpaved area until the point it reaches the right - of -way, limiting conflicts. Summary of Primary Impacts: 1. Earth - During construction the office building will be demolished, its foundations will be removed and the site will be filled to bring it up to the floor level of the warehouse. Minor soil erosion during construction is a possibility, but the site is nearly flat and this should be easily controlled. No negative earth impacts are expected to result from the project. 2. Air - There will be exhaust emissions from construction equipment and trucks carrying the fill soil and construction materials during the project. The project's air emissions when complete will consist of automotive traffic to and from the site. A trip generation report and traffic study were submitted as part of the environmental review. 3. Water — The storm drainage system will provide onsite, underground detention and treatment. 4. Plants - The majority of the existing trees and shrubs on site will be removed and replaced. Some existing street trees will be kept along Andover Park West and Baker Boulevard. New landscaping will be installed along edges of the site, around the buildings and throughout the parking areas, see Attachment B. 5. Animals —The site does not contain significant animal habitat. 6. Energy and Natural Resources - The project will require energy for construction equipment, vehicles coming to the site and building operation after completion. The project will be required to meet current energy codes. 7. Environmental Health — Construction activities would create short-term noise impacts. 8. Land and Shoreline Use - The proposed project will not affect the shoreline. The Green/Duwamish River is approximately 1/4 mile east of the site. 9. Housing - The proposal will not result in a change to the housing supply. 10. Aesthetics - The project is subject to the design review process including a hearing before the Board of Architectural Review. The building permit drawings must agree with the BAR approved design. 11. Light and Glare - Additional site lighting will be provided by new light standards and building lighting. The Tukwila Police Department reviewed the lighting plan and required revisions to meet IESNA guidelines for enhanced security in parking areas. The project is located in a commercial zone and the additional lighting will enhance safety without causing glare or spillover onto adjacent properties. 12. Recreation - The proposal will not affect recreational facilities. 13. Historical and Cultural. Preservation - The site is not known to have any historical or cultural significance. 14. Transportation - A trip generation study by Transpo Engineers was submitted along with the checklist and shows a concurrency fee of $222,710. Four and a half feet of additional right -of -way will be dedicated along Andover Park West in preparation for a City of Tukwila street widening project. Pedestrian paths will be provided between the buildings and from the buildings to the sidewalks on all three public streets. Three driveways are planned, two onto Andover Park West and one onto Evans Black Drive. 15. Public Services. - The project will increase demand on public services due to the more intense use of the site for recreation and retail instead of warehousing and office. 16. Utilities — There is adequate utility capacity to serve the site. Recommended Threshold Determination: Determination of non - significance. February 17, 2005 City of Tukwila Department of Community Development (DCD) 6300 Southcenter Blvd., Ste 100 Tukwila, WA 98188 Attn: Nora Gierloff; Project Planner Ref: Proposed Mt. Adams Holdings development at 100 Andover Park West/Tukwila Dear Ms. Gierloff, I represent Rainbow Associates, LLC, who are the part of the eastern adjoining properties to this proposed development (our parcel #022310 - 0033). It's in my capacity as the Managing General Partner that I would like to submit some items for discussion that need to be addressed during the review of this proposed project. They are as follows: Proposed Driveway access from Evans Black Dr. 1.) This area in cross section is heavily used by both our tenant and Lowes for truck loading/unloading. A great deal of turning and maneuvering is required to approach the docks. The cul de sac was originally created for trucks loading and unloading from the public railroad dock that was torn out around 1987, when we acquired our property. 2.) If a full driveway were installed, the areas on ours and Lowes parcels would possibly be subjected to overflow or indiscriminate parking by the customers of Acme et al. 3.) There is a storm sewer adjacent to the proposed drive that if the drive were widened to enable a two way access /egress, drainage patterns may be affected because of extensive fill requirements. 4.) If the proposal for the drive has been requested by the Tukwila Firedept, it could be marked and gated for fire dept use only and made a single width. 5.) With open access, at night, the areas around ours and Lowes parking could become hang out areas or a racing strip to the end of EB Drive. 6.) We have not been contacted by anyone for discussion of a permanent easement to our property. It would appear on new parcel (022310 -0020) maps that The City has granted Mt. Adams ownership or a right of way on Evans Black between ours and Lowes truck docks. The effect is to cut us off from our own access via the public roadway, Evans Black Drive, this cannot prevail. See attached sketch. 7.) We cannot look favorably on the driveway concept. It would appear that there are very good traffic circulation routes existing around Andover West and Baker Blvd for the project utilization, which do not need to include the EB Drive route. Page 1 of 2 Attachment A • • City of Tukwila, Acme Bowling Project, February 17, 2005 North -South landscaping on Mt. Adams eastern property line. 8.) For years because of the railroad right of way, this area has been in severe disuse. We have maintained the cutbacks on the western areas of our parcel but the eastern edge of the former Fatigue parcel has been neglected. Several dump spots exist and transient camps have had to be removed. 9.) It would appear that a landscape plan has been drawn up but is not detailed in the draft plans, in the review package. It does not presently show how the whole area will be worked out to preserve the drainage and to properly develop the plant growth while retarding the native blackberry and brush growth. 10.) A 3 foot elevation loss (as in drop off) exists from west to east between both our property and the southern bordering property. We have no problem with the use of an "ecoblock" concept and maintaining the elevation differences. It would probably make sense to extend our asphalt to the base of that wall. In summary, we recognize that this area west of The Mall has been undergoing a slow steady change for years, from an industrial base to a retail base. However, it cannot be ignored that even these industrial buildings are investments as well and that their values must be maintained during these transitions. We have been associated with the Tukwila business area for over 25 years and have always been willing to maintain a spirit of cooperation wherever possible. Please relate your questions to me and maintain this address for notice of the appropriate Public Hearings. Ve. Truly Yours, anden Managing General Partner Rainbow Associates, LLC 22820 148th Ave SE Kent, WA 98042 253/631 -4931 dicklanden @aol.com page 2 of 2 attach: Evans Black Sketch MIDWEST SIGN AND SCREEN PRINT SUPPLY COMPANY BUILDING 0223100033 OVERLAY DRAWING RAINBOW ASSOCIATES - DENT: a. S 149TH , 6, ST . T.,;-; - ...5 0 '',.r PARK i.... ........ __ ___ •.. 1 S 149TH ' 0 'Ll56-ril 1--= ;.,150TH , ST; . .- 154B V- / . 1-49T1-I.P114,9-,,s-rHr-:' , •1- - S 150:TH ';ER ST . ±. " :';' ' - : _ ::.,L ,,,,.;"..;''- ' ''''' " • ' '..,. 152ND ST < ' 23 151SIT ST S /5iS(PL . 524 •111 3 0 Z m z 1s1sT ST ; S 1.5214D ST S 152ND PL sNS < o o <cc' L., • (‹, 0 A, I . \d; `P ST 153RD TUKWILA PK CH \ PARK c`).13-C-2,vre g , CRYSTAL' - SPRINOS , PARK . S •:- 169:Thl 4.:. \d's,l S9TH v''<‘>1\\ '' ..:c --..ST \ 1 161ST I-, ST , ?Nr).!.:Pt '1ST • ,L- , .1.• .a 1--.1-----1 163• '1 D....11- \ -- in! -A: -.-SN;-0. =. a. --; C-4- , 164TH ST sLyz2 ;- _166TH ,. STI i S 167TH ST ST I I LN is 168Th ST I : ....._ ' a 5100 _I.. - (ml .......____: till cc i 72ND PL PKWY X 03 Ni DECEMBER 10, 2004 FULLER0SEARS STRANDER • CC SOUTHCENT • PL4ZA •; SITE nwiEs AKER °- LVDt..-• .•.. BY MARRIO col •• :RESIDENCE 1 BLVD SEATTLE IL RES CL4RX ** R 1 ° \ IE`u T RECK ! INDon :I g DR ' - --s u-k N < C TYARD /' ,724 I • BY mARRI077 7 L • DOOBL ETREE SUITES • PARKWA26 SORE c.) CORPORAT rn . INT N 0_ rn CORPORA T nn ri T14(16 KIND P GCRHEREISTEEL117 NB PARK • VICINITY MAP ACME BOWLING Tukwila, Washington RECEIVED DEC 1 0 2004 COMMUNITY DEVELOPMENT l® o• (2)0 TY igVal Ox§inig VOIR PPM JO 4g IP gi F :UggF g row 00A r4 22e hglx°g fay L1 gg i09 g g rn ® r Afts z Job Numb 11672 Shot CI_,, 6 3 luauzuoUTIv TUKWILA PARKWAY g 2. Q St, 2. 0) a a 0) a 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PUNNING, EN60°5'. SURVEYING, ENVIRONMENTAL SERVICES Dwhoed —AS_ Dra.n —TT& Chocked mod—* Dal. _121 0.4 Sod.: NmlzpiWl Varlleal N/A For ACME BOWLING ANDOVER PARK WEST SEATTLE, WASHINGTON 98188 q og -Dc Ps iP 121 Mt 8 ,09-.I 2 I3/1/GS 1 1/13/05 No. Gate NDYI AS DSNCkd ir AS By . AS REVISED PER NEW SIZE PLAN AS REVISED PER CITY RENEW Appr. COVER SHEET FOR ACME BOWLING R. dan Fle: P: \I 10002 \11672 \ engineering \11672- 01.deg Dote /Time: 03/01/2005 12:55 Scale: 1.60 myore %refs x11872 - 2.x11672— t.z11672— b.ali. 8y ,L8'909 1 d S6VH M .10,0ZA9 9e- (M1d),00'1001 (s■v0,Le'990t .00.090 03 t i 11 J /:1 i �mJ 71 --- 1-- - - -L_- fg gMI TP1 X90 Uta 20� 8.e 8 ggr PP r bb .0r r TIP �_c 0 '3la- Nrzl -Pz dry r 10411 FB Fre N$ 2(1213 • _Dig L uj) 0 O to 0 0 0 8g. A 9 P 8 it (L A 1 'SON 'd'IY SI.VId) 31411 NOVHI3S ON10111 (PUT A.I.P. 00.2) 2 3/1/00 1 1/13/05 No. Dab S D 9 5 8 NOY IOW'S. AS AS REVISED PER 000 SIZE PUN ST AS REVISED PEA CITY REVIEII Jppr. Revision NV1d 3OVNIVJia 118 Job Number fl672 Shoot C2 6 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CML ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES Dool9md _64_ 01a.n —@R_ CO.Aad Appr000d Oat. J2L7/.0 Soak: Harhmdal 1• -,0' Voted 11rn7 RFI = For: ACME BOWUNG ANDOVER PARK WEST SEATTLE, WASHINGTON 98188 Met PRELIMINARY GRADING AND STORM DRAINAGE PLAN FOR ACME BOWUNG Poe: P: \110003 \il6 2 \ engineering \11672- g1.dhg 0ote/Tme: 03/01/2005 12:58 Scale: 1 -30 myo.1 Trots: 711672 - 3,711672 -t 711672- o,ali, EI. 551.1,4 RIM: 27.50± I.E. 5.24 (12" 4) I.E. 5.12 (12" 5) LE. 5.74 (8" E) ..N■: V 1111 .I DE VERTICAL AND H0RQONAL LOCATION OF 110E E7051N0 SEWER MAN PRIOR TO ANY CONSIRUCTON. CONNECT 10 UXISONO 12• SS. WITH 8610E DROP WOHN EASING STRUCTURE NOTIFY ENGINEER OF ANY DISCREPANCIES. EX. 651.414 RIM: 27.50± I.E. 6.26 (12" N) LE. 6.16 (12" 5) N 01.05'06 PRELIMINARY WATER AND SANITARY SEWER PLAN ACME BOWLING A PORTION OF THE 8E 1/4 OF TEE SE 1/4 OF SECTION 23 AND THE NE 1/4 OF TI-E NE 1/4 OF SECTION 20, TOWN$I -F 23 NORTH, RANGE 4 EAST WM IMO COUNTY, WASHINGTON SWAN P3 \ 1..: 27.60 WWI I.E. 11.80 (48- N) \ R141: 27.45 lE 11.31 (48" 0) LE UNABLE 146" S11 EX. CB EX. 551..4 BOTTOM: 11.24 RIM: 27.60± I.E. 6.66 (12" k/ \ NN CORNER NEI KEI-1 1 ORIGINAL PLAT LE. 6.56 (12" 5) 11 SECTION 26 (PLAT) � ( BOUNDARY EX ANDOVER PARK WEST 4 4.00' (PLAT) SD__.� EX. 12. S.S. 0 0.65 SAWCUT, REMOVE AND REPLACE EXISTING T. CONCRETE CURB /GIJT1ER/SIDEWAJX __ AND LANDSCAPE AREA II EXISTING IRRIGATION CONTROL VALVES 1 APPROX. LOCATION OF DOST. SIDE SEWER CONNECT TO EXISTING 02. C8 SS STUB. CONTRACTOR TO FIELD LOCATE 8845 VERIFY II __emit TO CONSTRUCTOR AND - NDREY_�DHF MEDIAlar -- _ SD: __.JL IF CONOII1ON5 DIFFER 10' OUP( EASEMENT (PUT) --N '8 "E (..VT) —7-iS.z -,47j" :SD_ T-30' 0 15 30 60 NRINIV MAN 77.654: 27.20 I.E. 11.20 (48• S) 715.68'(P) EX. F.H. 30' W. t0 6 g ro 0351114G FTC, DDCV n T MID SERVICE TO RUM n 60. FN. ERVCE 1 WATER W1610LE LTD TO REIM IRRIGATION WATER MEIER EXISTING P66GA115N VALVES 1 BAKER BLVD. LP S01'05'06'1Y 454.00' S01'02'48 60' 330.00' GVB EX. Fx Es BUILDING SETBACK LINE (PLAT A.I.P. 00. 2) RECEIVED MAR 0 2 2005 COMMUNITY DM /EL °.±. „., nlr ESMT. FOR 60.0105 PER AMENDMENTS UNDER REC. N0. 5332848, 5500600 0 6133154 NOTE: FIELD LOCATE EXISTING IRRIGATION METERS AND RECONNECT TO NEW IRRIGATION SYSTEM. THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE cm OF 168661 A ENGINEERING DNi5E08. APPROVED BY: DATE APPROVED: 0 15 30 60 ikcS111fi&?;C PRELIMINAFSDEMOLrn0N /TEMPORARY EROSION SEDIMENTATION CAROL PLAN ACME BOWLING PRCPOBE D RFIVE BULDIC PAD Ff12BA BURCHAFEE PAD EL-016 A!L N 01'05'06 -E 454.00' (PLAT) - A PORTION OF THE SE 1/4 SE 1/4 OF SECTION 23 AND NE 1/4 NE 1/4 OF SECTION 20, TOWNSHP 23 NORTH, RANGE 4 EAST WIC KING COUNTY, WASHINGTON 5084 57.40 L 11.31 (49' 9) I.E. - UNABLE (48` 5)1) BOTTOM: 11.24 NW CORNER NEI NEI ORILIMI. PLAT 0001109 26 (PLAT) 8CU40AR, -- -SD--v 0 ... + I T u 734.4 ' fA 8 SD- ANDOVER PARK WEST - -'D 0 1,4,1 10' UTIUT, EASEMENT (FLAT) II -SD- -SD- -- JL :SD- T —N 01 G2 4.4044— SDMH RIM: 27.20 LE. 11.20 (48' s) - 7'1`'2'(0.1 CO r 715.' �m1 30' n 1 W Y m BUILDING FINISH FLOOR ELEVATION a 30.60' 0 SOUTH SIDE BUILDING, WESTERLY DOORWAY BULLING FINISH FLOOR ELEVATION = 31.89' 0 NORTH 510E OF BUILDING. CENTER OF BUILDING. 0 DOORWAY 5 OF SEATTLE PIPELINE RIGHT -OF -WAY PER RECORDED SURVEY 9012319002 AND PLAT A.I P NV ENT. TOW--OTIITES PER AMENDMENTS UNDER RTC N0. 5332846, 5500900 & 6138154 S01'C5'06WV'45* ___________ __ EX. ASPHALT .3) i3 7,5 "A BUILDING SETBACK LINE (PUT A.I.P. N0. 2) 1. 2. 4. 3. 5. SURCHARGE RC-COMMENDATION NOTES SURDS/RE FILL DEPTH SHALL BE AT LEST TWO FEET ABOVE FINISH F1DOR ELEVATION. A SE1n.E16M 806410 NG PROGRAM SHAIl BE IN PLACE PRIOR 10 SURCHARGE OPERATgN5. THE SETREMENT 906110 NC PROGRAM SHOULD INCLUDE SETTING SETTLDENT MONITORS ON THE COSTING SITE 5U8GRADE BEFORE ANY FILL IS PLACED. MONITORING THEM 'THROUGH COMPLETION OF FILL PUfa0NT. (SEE GB REPORT) FILL SHEILA0 BE COMPACTED TO STRUCTURAL FILL SPECIFICATIONS. FILL MOULD EXTEND AT LEAST FINE FEET FROM OUTSIDE OF P5UNOA710N AND SHOULD BE SLOPED AT AN INCLINATION OF 1:1 OR FLATTER. FILL SHOULD BE TESTED mac 841.D °m04/Emil CA:E TO VERIFY ADEQUATE COMMOTION. DEMOLITION CALLOUTS 0 REMOVE EIOS1160 ASPHALT PAVEMENT. CONFIRM AND FIELD VERIFY LIMES WITH FE1D ENGINEER. SEE SITE PITH FOR PAVEMENT RESTORATION UNITS. 0 SAY/CUT PAVEMENT N SMOOTH. COHRNUOLS UNE (SEE SITE/MUTT PLAN AND GRADING PLAN FOR F%1EN15 CF SAWCARTING.) 0 REMOVE COSTING PUVIIER. CURBING. AND /0R (6806308 PIPE IN AREAS OF WORK SEE LM SCAPE/LRRIGATION PLANS FOR COORDINATION. © REMOVE 01051160 CONCRETE CURB. O REMOVE EASTCM LOT LIGHT AND FOOTING ABANDON EXISTING POWER SER4ACE SEE D.ECOtG1L SITE RAN FOR PROPOSED LOT UGNT LDCATIONS AND SPE:M60080. BL --"->, n © CATCH BASIN INLET PROTECTION PER DETAIL <2 mow COSTING STORM OR AI STRUCTURES AND PIPE. © REMOVE COSTING CONCRETE SIDEWALK. O KMOVE COSTING POWER SEANCES ® CONTRACTOR SHALL FELD IOC.I10 DOTING CONNECTION TO STORM Sr0RMCOMMUNITY AND PROTECT IN PUCE DURING CONSTRUCTION. COORDINATE NEW ROOF PM ENT DRAIN CONNECTION WITH GRADING AND MECHANICAL PLANS. DIVELQ1 ME1'MT INSTAIl ROCK CONSTRICTION ENTRANCE PER DETAIL SHEET ® INSTALL FILTER FABRIC FENCE PER DETAIL SHEET RECEIVED {� {� ESMT. 4t S 0905 PER �/ AMENDS UNDER REO?N0. 5332848 5500900 & 6138154 MAR 02 2005+ CALL BEFORE DIGGING (800) 424 -5555 2 0_ O 8 F � ILL 6 Ea ACME BOWLING V 8 THESE PUNS ARE APPROVED FOR CONFORMANCE WMTH THE CITY OF TUMLMA ENO? RING DIVISION. APPROVED BY: DATE APPROVED: 00* EROSION AND SEDIMENT CONTROL NOTES 1. APPROVAL OF TN15 EROSION AND saawarr CaNIROL (ESC) PUN DOES NOT CONSUME AN APPROVAL OF PERMA5ENT ROAD CR DRAINAGE DE)011 (EX, Siff AND LOCATION OF ROADS, PPES, RESTWCI0R5, CHANNELS. RETET4110N FACEIDES, MITES, ETC). 2. THE IMPLEMENTATION OF DESE ESC PUSIS AND T11E CONSTRUCTION, MAINTENANCE, REPLACOFM, AND UPCAUONO OF THESE ESC EXUDES IS THE RESPONSIBILITY OF THE APPLXYNT/ESC 91FETMSOR UEL ALL C5N40RI51WN 5 APPROVED. 3. THE BWNDYBES OF THE 0,DNC UNITS SHOWN ON 1145 PLAN 9481 BE CLEARLY FAGGED IN A CONIMl0U5 LENGTH OF SURVEY TAPE (OR .FENCING, IF REWIRED) PRIOR 10 CONSIRUCD011 DURING 1!E CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING OATS SHALL BE PER/RED. 114E CLEARING LIMITS SHALL BE WUMAI♦E 1 BY TIE APPUOYIT/ESC SUPETV50R FOR THE DURATION OF W151RUCIION. 4. THE ESC FACLRES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR 11) 081 N 111418101109 WITH ALL CLEARING AND GRADING 50 AS TO ENSURE THAT THE 1WMS'ORT OF SEDIMENT TO SURFACE WATERS. OPNWGE SISIEMS. MO ADJACENT PROPERTIES IS WN55 5. THE ESC FA7LRIES SHOWN 94 MS PAN ARE THE MINIMUM REQUIREMENTS FOR ANIICPAIED sTE CGMW0016. OUR80 THE CONSTRUCTION PERIOD, THESE EX FACI I11ES 9IAL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND MODIFIED TO ACCOUNT FOR CHANGING SITE CORW1015 (EG.. 5W110WL SUMP PUMPS, RELOCATION OF ETCHES AND SL1 FENCES, ETC.). L THE ESC FACI ITES 94111 BE INSPECTED DALY BY 114E APPLIWIT/ESC SUPERVISOR MID WNNTANED TO ENSURE CO 41498 D PROPER FUNCTIONING. 58REN RECORDS 91A11 BE KEPT OF WEEKLY REVIEWS OF ME EX FACILITIES DURING THE WET SEASON (OCT. 1 l0 MARCH 31) MO OF MONIILY REVIEWS DURING THE DRY SEASON (MAY 1 10 SERENER 30). 7. ANY AREA OF EXPOSED SOBS, NCUOING ROADWAY DA951010415. THAT WILL NOT BE DISTURBED FOR TWO DAYS WRING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON S41L BE IMMEDIATELY STABILIZED OVUM THE APPROVED ESC METHODS (E.G. SEEDING, MU(.WM RASTIC MIRING, ETC). 8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING BBIEDNIE ATRMgN SHALL BE AOORE55ED WDFNN FFTEDN (15) DAYS. 9. DE ESC FACUIES 014 NACRE STIES SNAIL BE N9'EC1ED A15) MAINTAINED A ANNUM OF ONCE A MONTH OR 11111)5)4 THE 48 MUM FOLLOWING A STORM EVENT. 10. AT )40 THE SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. Al CATCH BASINS AND CONVEYANCE 1NE5 SHALL L BE CI559(5 PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FUJSH SEDIMENT-LADEN WATER INTO THE DOMRIST EAM SISTER. 11. 5095259 CONSTRUCTION ENTRANCES AND ROADS SWILL BE INSTALLED AT DE BEGINNING OF CONSTRUCTION AND MA91AI1ED FOR THE OURAIION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS WASH PADS, MAY BE REWIRED 10 INURE TILT Al PAYED AREAS ARE WEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. MR PE/WSW FLOW CONDO. maim USED AS A TEMPORARY SETTLING BW4 SMALL BE 4 301FED WDH THE NECESSARY EROSION CONTROL MEASURES AND SHALL iRONDE ADEQUATE STORAGE GLPAQDY. F DIE FACILITY 5 TO FUNCTION ULTIMATELY AS AN W3TRAION 515)94, TIE TEMPORARY FACLITY MUST BE GRADED 50 THAT 11E BOTTOM AND SIOES ARE AT LEAST THREE FEET ABOVE THE ROL GRADE OF THE PERMANENT FACUIY. 13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REWIND, R SMALL BE APPLED AT A IO4I0JM MKCIOES5 OF 2 TO 3 NOES 14. PRIOR TO THE BEDEWS OF TIE WET SEASON (OCR. 1), ALL 00RIRBED AREAS SIIM1 BE RENEWED TO IDENTIFY 11904 NIPS CAN BE SEEDED N PREP/RATER FOR 114E WINTER RA96 OSTRBED AREAS SHALL BE SEEDED %OFDN ONE WED( OF 119 BEGINNING OF TIE WET SEASON. A SIETU( MAP OF 1)069 AREAS TO B SEEDED AND THOSE AREAS 10 FOIA01 UNONERED SWILL BE SMUTTED 10 THE COE5 INSPECTOR DE DOES 455PECTOR CAN REQUIRE SEMITIC OF ADDITIONAL AREAS N ORDER 10 PROTECT SURFACE WATERS, ADJACENT PRO'ERTES, OR DRAINAGE FACUTES. FILTER FABRIC FENCE INSTALLATION NOTES 1. 114E FLIER FABRIC SWILL BE PURCHASED N A CONTINUOUS ROLL. CUT TO THE LfNGM OF THE BARER TO AVOID USE OF MRS. WHEN JOINTS ARE NECESSARY, FLIER CLOTHE SHALL BE SPIRED OWNER ONLY AT A SUPPORT POST, WITH A MINN 6 -1NO( OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FLIER FABRIC FENCE SHALL BE NSINL D 10 FOLLOW 11E CONTOURS TTET(E FFEEAUL��EEI),, THE FENCE POSTS 5481 BE SPACED A MAMMA OF 8 FEET APART M0 DRIVEN 500.1 LF RIO THE GROUND WNW OF 30 BONES). 3. A TRENCH SHAH BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPADPE AND ADJACENT 10 THE WOOD PTT TO MEOW THE FILTER FABRIC TO BE BURIED. 4. 11114 911940155405510S1590115 FLIER FABRICS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SINE OF THE P0515 USING HEAVY DUTY WIRE STAPLES AT ERASE .1 INCH LONG 11E WINES OR HOG RINGS. THE ISE STALL DREG INTO THE TRENCH A ANNUM OF 4 INCHES AND SCOW. NOT MEND MORE THAN 38 RICHES ABOVE THE ORIGINAL GROUND SURFACE S THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO TIE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EMEND MORE THAN 38 INCHES ABOVE 111E ORIGINAL GROUND SURFACE FLIER FABRIC SMLL NOT BE STARED TO DOSING TREES. 6. WHEN DEIRA STRENGTH FILTER FABRIC AND LOSE POST SPACING ARE USED, THE WIRE NOM SUPPORT FENCE MAY BE ELIMINATED. N SUCH A CASE, THE FILTER FABRIC S STARED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE WENCH SWELL BE BA[06I1PD WITH 3/4 -8401 MINIMUM DIAMETER WANED GRAVEL. 8. FLIER FABRIC FENCES 95)1 BE REMOVED *104 THEY HAVE SERVED THEIR =RR PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA ENS BEEN PERMANENTLY STABILIZED. 9. FLIER FABRIC FENCES SELL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT • LEAST DALY DURING PROLONGED RAINFALL ANY REWIRED REPASS SHALL BE LADE MMED4141ELY. TEMPORAR d EMOLITION/ EROSION SEDIMENTATION CONTROL NOT ACME BOWLING A PORTION OF THE SE 1/4 SE 1/4 OF SECTION 23 AND NE 1/4 NE 1/4 OF SECTION 20, TOWNSHIP 23 NORTH, RANGE 4 EAST WM, KING COUNTY, WA31'NOTON INSERT SHALL BE DIRTR P, ULTRA ORAINGUARD OR APPROVED EQUAL EROSION CONTROL CATCH BASIN INSERT NOT 10 SCALE NIAIBIAL8 OF COlISTRUCTHON FABRIC: APPARENT OPENING SIZE (ALES): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZOIDAL TEAR WATER FLOW RATE PERMEABILITY: Qiiantilta SKIRT: SOCK FILTER/SEPARATOR: NEEDLE PUNCHED NON-WOVEN GEOTEMLE MATERIAL FABRIC 5 RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DECREDATION AND A BROAD FRINGE OF CHEMICALS. 80 US STANDARD SIEVE (0.180 4TH) 200 LDS 130 LBS 400 P51 85 LD5 110 004/F12 0.38 CM/SECONO 24 "x36" 10' D x 24' L CONSULT FEDOW" STATE AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS ifGv'��'17� 1.0' MIN. --I 0.5' AN. KEY ROCK INTO SCALE 0.25' (MN.) BALE 5- SECTION AT ROCK C1E0(D�5- SEGUE 4 AT ADO( OEG(o� 1 ROCK CHECK DAM DETAILS SUMP BEHIND ROCK CHECK DAY SHALL BE INSPECTED DAILY. AND CLEANED WHEN 00U.ECTED DEBRIS EXCEEDS 1/2 OF N5 DEPTH NOTE ROCK SHALL BE 4' MINUS QUARRY ROCK. NOT TO SCALE III AND DETAILS TEMPORARY 'V' DITCH NOT TO SCALE II II II II 2'x2%14 FA WIRE OR EQUIVALENT, F STANDARD STRENGTH FABRIC 5 USED FILTER FABRIC MATERIAL MN. 4'x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' - 1.5' WASHED GRAVEL 2%4' WOOD POSTS. STEEL FENCE POSTS, REBAR. OR EQUIVALENT JOINTS N FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RS. OR EQUIVALENT TO ATTATCH FABRIC TO POST 2'%2'x14 GA WIRE OR IG EQUIVAINT. F STANDARD STRENGTH FABRIC 5 USED 1L =..TIL =11 =1t �II:- It=`ll= lC =ii. =.i 1- MIN. 4'%4" TRENCH 6' MAX (POST SPACING MAY DE INCREASED TO 8' F WIRE moan 5 USED) `2'x4' WOOD POSTS, STEEL FENCE POSTS, MBAR. OR EOUIVN.ENT II U erkiFlIblER FABRIC FENCES SHALL BE ALONG CONTOUR WHENEVER P055BEE FILTER FABRIC FENCE NOT TO SCALE NOM 1. CONTRACTORS RESPONSIBILITY FOR MAR4TNNING & CLEANING THE APPROACH ON A REGULAR BASS. .2. IF DIRECTED BY THE COUNTY AD001ONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. R ■25' MN. 12' 4' -6' OUARR1 SPATS TEMPORARY CONSTRUCTION ENTRANCE LEGEND PAVEMENT TO BE REMOAED UNCUT LIMB LNIDSGP90/IBWGIL110N TO BE REMOVED 500040 POWER CONDIT DOSING TELEPHONE CONDUIT NOSING SEWER UTE IMMO WATER LoE NOSING STORY ORAN PPE DOSING STORM CATCH BASH PRO'OSED C015TRUCIgN MICE SURFACE FLOW DIECIpN COSTING LOT MIT CATNI BASIN PROTECTION -_� W 0 BO DEMOLITION NOTES 1. ALL P545EN4T5, CURBS. GROUND COVER. UNITIES. ETC INSIDE O IOLITION 5)15 SHALL BE REMOVED UNLESS O1EAWISE SHOWN ON DIE PLANS CONTRACTOR 9481 CAP/PLUG ALL UTILITIES WWLl1 ARE TO BE ABANDONED OR REMOVED. 2. CONTRACTOR SHALL ASSURE TNT AL. NECESSARY PERMITS HAVE BEEN OBTAINED MO NECESSARY PRE0015DAICDON 1(5191CS 4E1D PRIOR 10 COMMENCING WORK. 3. mammal SHALL HAVE ALL 5(511)40 UNRES *ma P0.0101ARY OF WORK AREA LOCATED PRIOR TO WORN. 4. CONTRACTOR SHALL PROTECT AND PRLyNfl MPROV9MEN5 ALOE THE PEROETER W DE WORK AREA SELL BE REPARED/REPLACED AT 5. CERAM/161G OF TRENCHES MAY BE NECESSARY. 55PO5E OF ANY PUMPED WATER N A MANNER DEEMED BY THE CRY. RECEIVED MAR 0 2 2005f COMMUNITY DEVELOPMENT NOT TO SCALE 8 ea 9 Q 0 8• a FL; O Z O § 0 • U O cc 2 A 0 0 z 2 3 1 Is is GALA" BEFOFIE DIMINO (800) 424 -5556 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF 155811A ENGINEERING MASON. APPROVED BY: DATE APPROVED: N I a 8 P: \110003\ 11672 \engineering\ 11 c CITY OF TUKWILA WATER GENERAL NOTES 1. ALL WORN MD TAVERNS SWILL BE N ACCORDANCE WM THE STANDARD SPECFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION' WA1INCION STATE DEPARTMENT OF TRANSPORTATION MO NERICIN PUBLIC WORKS ASSOCIATION. WASNNCION STATE CRAFTER 1994 EDITION. TOGETHER 61114 111E LATEST ECI1ION OF THE CITY OF TUKWILA DONEMING STANDARDS 2. M APPROVED COPY OF THESE PUNS MUST BE ON SITE WHOEVER CONSTRUCTION IS N PROGRESS 3. R 94411. BE THE SOLE RESPW618BDY OF THE CONTRACTOR TO OBTAIN STREET USE MO NB OTHER RELATED PEIOOTS PRIOR TO ANY CONSTRUCTION ACTIVITY N CITY RIOHT-0F -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, 111E 881 OF TUKWILA ENGINEERING DEPARTMENT (433 -1850) MUST ESE CONTACTED FOR A PRECORSTRUCNON KONG. 5. Al. LOCATORS OF EASING MIMES SHOWN HEREON HAVE BEEN ESTABUSHD BY FELD SURVEY OR MAIMED FROM AVAILABLE )'CORDS AND SHOULD 1HF71EFCRE BE CONSIDERED APPROKIWTE ONLY AID NOT NECESSARILY COMPLETE. R 6 THE SOLE PESPONSOUTY OF TIE CCNTRACTOR TO INOEPEIIIOENTLY VERIFY THE ACCURACY OF ALL UMW LOCATIONS SHOWN MD 10 FURTHER DECOVER AND AVOID ANY OTHER MIRES NO SHORN HEREON 61101 WY BE OFFEC1ED BY THE IYRE8ENEATION OF THIS RAIL THE CONTRACTOR SHALL CONTACT THE UNITES UIIOERGROUND LICHEN SERVICE (1� 24 -5555) PRIOR 10 CONSTRUCTOR. 1HE OWNER OR 146 REPRFSENTATA4E MALL BE 90EDIAIELY CONTACTED IF A UTLEY 6. 11E MATER MAIN 550RIDIT ON SYSTNI SHALL BE CONSTRUCTED ACCORDI4G TO THE APPROVED PLANS 111191 ARE ON FILE N 114E COY OF 11801I1A E 854188 IRO DEPARTMENT. ANY DENAION FROM THE APPROVED PLANS ILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. CONNEC1O6 TO DEEM MUTES MALL BE SEALED OFF MIL CONSTRUCTION 5 COMPLETED. NO CONNECTERS NULL BE ALLOWED 94111. 1E NEW RATER MANS HAVE PASSED ALL PRESSURE AND RIMY TESTS 8. WATER MIN PIPE, BELONG, AND TRENCH COMPICIIO6 A AL WATER IMP PIPE TO BE CEMENT WED, UAW 52 OUCILE IRON. CONFO I4NG TO A1151 SPECIFIC A11016 A-21.51 (4.6.WA 8151 -76). OR LATEST REVISER. CEMENT MORTAR W04G AND SEAL MATING 5HWl CONFORM TO ANSI. A- 21.4 -74 (ANNA C104-74), OR LATEST REV6IOL B. PPE JAMS TO BE PUSHED-06, MECHANICAL OR FLANGE JOINTS. C. Al. WATER MAN PPE 11111X05 TO BE 819404T LINED. CLASS 250 CAST RCN, COFONM64 TO ANSI. A -21.10 AND A- 021.11 -77, OR LATEST REV610N. D. ALL WATER MIN PIPE BEDDING TO BE AP.WA CUSS V. E. ALL WATER MAN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD OETA15 SOOT ON 1)E PANS. F. ALL WATER MMN TRENCH BACOLL SHALL BE COMPACTED TO MINIMUM 9276 DRY OPTIMUM DOOM PER AWN. D- 1557 -70 (ROOFED PROCTOR) PRIOR TO TESTING WATER MANS FOR ACCEPTANCE 9. AL WATER MAN PPE 10' AND 9,44/1M TO MA 48894 A ANNUM COVER AT 38 INCHES BELOW FUMED GRADE WHERE UTILITY CORIUM OCCUR WATER MANS ARE TO BE LOWERED TO CLEAR 10. N1 WATER MANS SMALL BE PR651RE TESTED NO 06841281 D N 4CCORDAN4CE MOH THE SPECIFICATIONS OF THE OSMIUM STATE HEALTH DEPARMENT AND WY OF ILIWIA STANDARDS. ALL 06PEC11041 AND PRESSURE TESTING SHALL BE DONE N THE PRESENCE OF, AND LACER THE SUPERVISION OF, THE COY DONEER AD /OR HIS REPRMENTNM. 11. COMRACTCN TO PROVIDE PADS AND /0R 1E1PORARY BLOW-OFF ASSEMBLES FM TESTING NND MONY ACCEPTANCE PRIOR TO FINAL RE N. 12. FIRE HYO44MS: A ALL FEE HATER NITS WALL 00X10811 TO THE COY OF TUOMA STANDARD RAN NOS. W -3, 11-4, 11-5, AND 6-0. 8. ALL FIRE INENNI8 PORTS 9W1 FACE PERPO40RAt TO CUM NO TOWARD DRIVEWAY AS 5)014 04 THE PANS. 13. D0FSIIC WATER MIMES: A All. DOMESTIC HATER SEANCE LINES TO E TYPE 11' COPPER. 5TMDARD GALVANIZED, STEEL PPE. OR PVC PPE SFRVOE CONNECTIONS 94411 BE N AWORDI CE WITH CITY OF MO NA 5TAI0MD RAN N0. 202 OR N0. 203 (DOUBLE STRAPS AND CORPORATION STOPS). B TETR BOXES TO E 8STALLED BY THE CONTRACTOR C. METERS TO BE N5TA 1ED EN THE 811Y OF TUKWILA 14. BINDINGS MALL NOT BE PERMITTED 1IT104 10 FEET E THE SPRING UNE OF ANY RATER MAN 15. ALL WATER MVO NOT N PUBLIC R0H8-0F -WAY REQUIRE 10 -FOOT WOE EASEMENTS TO THE 01Y OF RJRN1IA 16. ALL FITTINGS SHALL E CAST NON OR OUGHT. 111111 FLANGED OR MEOW/CAL JOINT CONNECTION, MD BE THE SALE 1)600165 DAss AS ME PPE USED. 17. LIE TAPS 10 BE COO DVA1E0 X14 CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 18. 141 PPE FRUITS TO BE LISTED AND LAMED U.S. FOR FIRE SERVICE: 86141180. TESTED NO FLUSHED AS SPECIFIED BY NFPA STARDOMS N0. 13 AND N0. 24. PROPERLY COMPLETED CON1RIC1OR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PRO410ED TO WA44NOON 5URMIN0 A10 RATING BUREAU MO TEE CITY OF 111KW1A CITY OF TUKWILA SANITARY SEWER COAL NOTES 1. ALL NOM ND MATERA1S SHOAL BEN MCOMNCE WITH THE 'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, MD MUNCIPAL CO4IRU,TIO1.' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION NO AMERICAN 456810 WORTS ASSOC/DON WASHINGTON STATE CHAPTER 1094 EDITION TOGETHER 61111 THE LATEST EDITION OF 1E CITY OF TUKWILA EIVGNEEDI6 STANDARDS. 2. AN APPROVED COPY OF RIFSE RIMS WILT E ON SITE 9151484 R CONSTRUCTOR 6 04 PROGRESS 3. T MALL DE THE SOLE 6640140501011 OF THE CONTRACTOR TO OMAN STREET USE MO MY OTER RELATED PERMITS PIER TO ANY CONSTRUCTION AC1M1Y N CRY RIGHT-OF -WAY. .4. PRIOR TO ANY CONSTRUCTION ACTMTY, THE CITY OF TUKWILA 0 INEER0G DEPARTMENT ( 433 - 1850) MUST E CONTACTED FOR A PRECONSTRUCIIDN MEETING. 5. ALL LOCATIONS CF MISTING MUTES 91914 HEREON HAVE BEEN ESTABLISHED BY F ELD SURREY OR OBTAINED FROM AVABABIE RECORDS AND SHOULD THEREFORE E CONSDERED MPR070W1E ONLY NO NOT NECESSARILY COMPLETE IT 6 THE SOLE RESPONSIBILITY OF THE COIRWA81OR TO NOFP0DCIITLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS 50114, AND TO FURTHER D(0001) R AND AVOID NN OTTER MUTES NOT SHORN HEREON NTIOT WY BE Arw111J BY THE IMPLEMENTATION OF 116 PLAN THE CONTRACTOR SNAIL comma THE MUTES UDERGROLAD Locator+ SERVICE (1- 000 - 422 -5555) PRIOR 1O CONSTRUCTOR. THE OWNER OR 165 REPRESENTATIVE 9AL1 E IMMEDIATELY CONTACTED F A UTILITY CONFLICT EXISTS. 6. Tie SNOWY SEWER.5(51EY 94411 E CONSTRUCTED ACCORDING TO TIE APPROVED PLANS WWC1 ME ON FLE N DE CITY OF TUKNIA EMGNEERN0 DEPORTMENT. 4148 DENATION FROM THE APPROVED PLANS NRL MOURE %PRIER APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SAMNA SEWER TINES 94µL E SEALED OFF AT TIE E705N/G TRUNK CONNECTION POINT UNTIL ALL LPSTEAM CONSTRUCTOR 5 COMPLETED. CRANED, TESTED, CAMPED, NO ACCEPTED BY THE 8. IMNNOL23 NO LDS A ALL TYPE I - 46-0404 MANHOLES SHALL E CONSTRUCTED PER WSDOT/AP'/A swam DEEM. 13-23A WITH ECCENTRIC CONE B. ALL MANHOLES 9411 HAVE A MINIM DROP OF 0.10 FEET BETWEEN INRITT8. G ALL MANFIOES NOT N PAVED AREAS SHALL WAVE LwoNG UK. IN LANDSCAPED 0. 18 . 85 1HE �R' OF THE COT/MOTOR 10 AUBE ALL NANO) TOPS TO W7CN 46*1. ASPHALT ELEVATIONS ND GROUND ELEVATIONS 0. SEWER PIPE. BMOC, NO TROTH COMP4C110 6 A All. SEWER PPE SHA11. E ONE OF THE FOUDI1NG AS DESIGNATED: 1. P.V.C. COFOIMOIG TO AS.TY 5 -3034, SON 35. 2. 01RTLE NON, CUSS 50, CONFORMING TO ANNA 0151. 3. PPE WYE ANY OF THE ABOVE PROVDED: B) WHERE A RP6 44615 A or DIE PECI IC.AL.1tt 91094 ON THE PLAN. THAT MATERIAL MUST E L1 80. 4. MINDEN PIPE COVER AT 11.4/MOLES 5H4N1 E LO FEET AND 5.0 FEET KNEEN RUNS. B. PIPE BECONG 94411. BE BI0 G TRENCH 01LL SISAL E COMPACTED TO IIIT9 AM 92L DID OPTIMUM 1E1E9 PER AST.44 D- 1557 -70 SEWER UNES FOR ACCEPUNCE (QED PROCTOR) PRIOR 10 TESTING 10. SIDE SEVER LATERALS. A SIDE SEWERS 94M E 6-INCH 1,010111 964421ER AT 2.08 11906.1 SLOPE L S T E SEWERS SWILL E TESTED FOR LEA10ACE AT THE SALE TOE THE MAN 1046 SEWER 6 TESTED. F NOT TESTED 10061£1485, PROVIDE TEST TEES AT SOPER. INN _CONNECTIONS. NOTES AND DETAILS ACME BOWLING A PORTION OF THE SE 1/4 SE 1/4 OF SECTION 23 AND NE 1/4 NE 1/4 OF SECTION 20, TOWNS1-11? 23 NORTH, RANGE 4 EAST WM, KING COUNTY, WASHINGTON MY CF 'TUKWILA MAIDBAtitaLgEMBALIAZIEB 1. ALL WORK AND MATERIALS 91,011. BE N ACCORONCE NON TIE STANDARD SPECFlGTIONS FOR ROAD, BRIM. AND MUNICIPAL CONSTRUCIWK: WASHINGTON STATE. 0FPAR11EN1 E TRANSPORTATION AND *6499CAI1 4110110 110185 AS5090011, NASNN:TON STATE CHAPTER, 1994 EDMON. TOGETHER 6011 THE LATEST EDITION OF THE CRY OF TUKWILA DIGNEERI N: STAIONDS. 2. AN APPROVED COPY OF THESE PUNS MUST BE ON SITE WHENEVER 0063RUCIION 6 N 3. IT SHALL BE 114E SOLE RESPOI9BWTY OF TIE CONTRACTOR 10 OBTAIN STREET USE AND NY OTTER RELATED PERMS PRIOR TO 41Y CONSTRUCTION MINTY N CITY RIGHT-9-WAY. 4. PRIOR 10 ANY CONSTRUCTION AC11VI1Y, THE CITY OF TUKWILA DONEERNG DEPARTMENT (433 -1850) MUST BE CONTCCTED FOR A PREC016TRUCII 4 MEETING. • 5. ALL 1091196 OF =TING MUTES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS IND SHOULD THEREFORE BE CONSIDERED APPROXINTE ONLY AND NOT NEOSSOOLY OOMRETE. R 6 THE SOLE RESPONSIBILITY OF TIE CONTRACTOR 10 NDEPDD5NLY VERIFY THE ACCURACY OF ALL WIRY COCOONS 919WM, AND TO PURIM OSCD`5R AND AVOID ANY OTHER MUTES NOT SHREW HEREON WHICH MAY BE AFFECTED BY TIE 0PIELEMATION OF 1H6 PUN. THE CONTRACTOR SHALL CONTACT THE U15TIES UNDERGROUND LOCATION soma (1 -000- 424 - ,5555) PRO? 10 CONSTRUCTOR. THE OWNER CR HIS REPRESENTATNE 9WL BE MECATELY CONTACTED F A URIDY CONFLICT DOSES. 0. CATCH BASIN - TYPE I - PER MOOT/APO STANDARD RAN 8-1 OR ASSOCMTED SAD AID GRAVEL CO-15, OR EQUAL 7. CATCH BAWL - TYPE I - PER WSDOT /APWA STARDOM RAN 0 -1E (48-0104 1.0. OR 54-94CH LID. AS DESIGNATED) OR ASSOCIATED SCUD AND GRAVEL CB-10, OR EQUAL 8. UNIT COVERS As DESIGNATED ARE NSD01 /APWA STANDARD, (PER STANDARD PLAN 0-12). 9. ALL TYPE 1 CATCH BONS SHALL HAVE MIXERS OR SAFETY STEPS PER W9)OT /4PWA ENGIRD PLAN 0-12. 10. ILL CATCH BASIN ERNES ND GRATES SHALL BE DUCTILE IRON PER WSOOT /MONO STNDARD RAN 8-244 11. ILL CATCH 81914 GRATES SHALL E DEPRESSED 0.10 FEET 0)1111 PAVEIF 41 /DIRE MLVU. 12. ALL 01 1VATER SEPARATOR 93 CRATES MALL BE OF 1E ROUND SLID =KING TYPE 11 ALL S1OM MINCE CONVEYANCE PPE MAL BE ONE OF THE FOLDING AS DESONTED0 A HELICAL CORRUGATED ADIIRQM (OR ASPWILT- TREATED STEW, IMAM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -6CH < -RCN CORRUGATION 11)1)4 WNEROGN1 008180TI G BADS B CON0081E, PER AS.T.8. C -14, CLASS L NCNRONFORCED DELL MO SPIGOT (4)111 E11 FLUSH rot C8 MALL OF USED), WON RUBBER GASKETS. C. P.V.0 ORPCN1DIG TO AS.T.6. 13-3034 - STIR 35. D. PPE WY BE ANY OF THE ABIDE PROVIDED: 1) PPE JOINTS MUST BE OF THE SATE INTERMLi, AID 2) WHERE A PIPE MAIMAL 6 SPECIFICALLY 9094 ON THE RAN THAT MATERIK MUST BE USED. E ANNUM PIPE COVER SHALT E 2.0 FEET. F. 11/34 -949I PIRG/ DH 8185 (OR ASPHALT - TREATED STEEL) PPE 16 GAME. G MS TYPE N-12 H UGH- DENSITY PELTED ENE CORRUGATED PIPE WITH AN INTEGRALLY FORDED SMOOTH INTERIOR TO THE REQUIREMENTS OF AASRLT.O. 8 -294. 14. AL PIPE BED0110 SHALL CONFORM TO 115007/APWA SECTOR 9- 30.7(1)9 FOR ALUMINUM AND P.V.C. PIPE AND SECTION 9-30.7(1)A FOR COMMTE PPE ALL TRENCH 8ACNF91 SHALL BE COMPACTED TO 92 PERCENT M0UM DM' DENSITY PER AS.T.M. D- 1557 -70. 15. AL PIPE SNARL E LAD ON A PROPERLY PREPARED FOUNDATION ACCORDING 70 WASHINGTON STATE SPECIFICATION 7-02.3(1). THIS SHILL 012.117E NECESSARY L8V1140 OF THE TRENCH BOTTOM OR THE TOP OF RE FOUNDATION MATERIAL AS WELL AS P1,48&4ENT NO COMPACTOR OF EQUIRM REDOING MATERIAL TO UNIFORM ORATE SO THAT ENTIRE LENGTH OF THE PIPE WILL E SUPPORTED ON A UNPOILY CENSE UNYIELDING BASE F 1E NOM MATERIAL N THE BOTTOM OF 111E TRENCH MEETS THE RE01 E141S FOR 'GAVEL BOOM. FOR PIPE BEDDING,' THE FIRST LEFT OF FIFE BECO NO MAY E ROTTED, PROVIDED THE MAIERAL 14 NE BOTTOM 114E TRENCH 6 LOOSENED. REGRADED. A COMPACTED TO FORM A DENS: U11YE1DNIG BASE 16. ALL 8ULDIG ROOF DRAIN DOWNSPOUTS NO FOOTING DRAINS SHALL E DIRECTLY CONNECTED TO THE WAN STORM DRA6IME CONVEYANCE SYSTEM 1MOU04 AN ULDERDROFD PPE SYSTEM. ROOF OWNS AND FOXING DRAINS SHALL E SEPARATE P. CV RID1 son. FOR R OF PERFORATED FOR MG LOWE.) EASILY M16BAWED. DE SYSTEM SHOWN FERMI 6 SCHEMATIC ONLY. THE ORAINCE/OADNO CONTRACTOR OR LANDSCAPER MAY ALTER TIE LAYOUT AS REWIRED TO SETTER O AN THE SITE THE CUNT 48108 SHALL IEFP A 1LEN90ED RECORD OF TM LOCATION OF Al PIPES MD CEINOUS AND SI1B10T SAME TO THE CTY, ENGINEER, AND OWNER UPON COMFLEIEN OF TIE WORK. 17. ALL R00F AND Po711% DRAINS 94111. E LOCATED N THE FED ND ADAM ED AS RECESS/RI TO AVOID MPACRIG THE MISTNG TREES D0101E0 ON THE OUTING PLAN TO E SAVED. OWN LINES SHOULD E LOCATED OU190E 114E DRIP UNE OF TREES TO E SAVED WHEREVER POSSIBLE 18. THE STORM DRAINAGE SEMI E CO6TRUCIED ACCORDING 10 THE APPNOIED RAMS WHICH ARE CN FEE N DE 04004EETD0 0085088041. ANY 824114100 F12014 THE APPRORED RN6 WEL REQUIRE NMTDN APPROVAL FROM TIE PROPER AGENCY. 19. STRUCTURES SHALL ROT E PERMITTED 111)111 10 FEET OF THE SPRING UNE OF ANY STORM ORAN PPE. 20. CONSTRUCTOR OF DEIATERING (QYO5OWAIER) s517. F REQUIRED, 54W1 E O ACCORDN4CE MIT THE AP.VA STANDARD 1ONS SEC001 81 -102, 1981 EDITOR 2' COMPACTED DEPTH CUSS 'B' A.C. PAVEMENT • 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2 -1/2' MB 12' SUBGPAOE COMPACTED 1O 9510 TYPICAL PAVEMENT SECTION NOT TO SCALE EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 0. BINDINGS NTH GREATER THAN 10 UNIT SHALL E SUMS BY ONE OF THE FO .OW640 METHODS 1. DOUBLE 6 -9C1 OAMET R SEANCES CONNECTED TO TRUCK BY STANDARD TEES OR NM MANHOLES 2. SINGLE 8-0411 DMMETFA SERVICE WM 1 05iANOUT, CONNECTED TO TRUNK 0410 MANHOLES ONLY. (4LTERMAIE CONNECTION METHODS AE DEPICTED ON PLANS). D. ALL LATERAL COFEXIO 6 TO SEVER WARS SHALL E MME 11)11 A WYE OR SWEEPING TEE 11. CONSIR8106 OF DEWATERDM (GROUNDWATER) SISTER SHALL E N 41000R0ANICE WITH THE AF.NA STANDARD SPECIFICATIONS, SECTION 61- 3.02, 1901 EDMON4 12. NIETLVFR SEWERS MUST 0)000 UNDER WATER MAN THE SEWER SHALL E LAD AT 51101 N ELEVATOR THAT 114E TOP OF THE SEWER UNE 6 AT LEAST 36 INCHES 681014 1E BOTTOM ON THE WATER AWN. 13. BU4ONG5 9411 NNOT E PERMITTED PRO 10 FEET OF 1E SPRING LIE OF ANY SMEARY SEWER PIPE 14. PRIOR TO OCCUPANCY. TIE DEVELOPER SHALL GRANT 10' WIDE 5MITARY SEWER EASEMENTS TO 111E COY OF won", 15. CU'ANWi5 SHALL E PR0/D8D AT THE RIGHT-OF-WAY UNE FOR LATERALS 8M8RMD THE PUBLIC RIOM-0F -WAY. 21. PRIOR TO OCCUPANCY, THE PEN/ANENT SDOM DRAINAGE SYSTEM MUST E CLEANED 04)1 BY PUMPING. (D0 NOT PUMP OR DISPOSE INTO ANY OTHER ORE M. STORM SENFR, OR SNOWY SEWER SYSTEM.) 22. RP RAP FOCI( FOR EROSION PROTECTION MALL E OF SOUND QUARRY ROCK( PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK AOGREG41 E 10 E As F011.945: 6 INCH - 2 ACHES - 10 PERCENT -.40 MOOR 2 INCHES - 4 94CNE5 - 20 PERCEPT - 40 PERCENT 4 INCHES - 8 INCHES - 40 PERCENT - 70 PERCENT 23. TESTING OF AU_ STORM SEWER PPE WILL E AT THE 081084 OF THE CITY OF RKWIIA 24. WHEN PL/W4 ALUMINUM PIPE OR PPE ARCH 5 USED WERE IT WILL E N CONTACT WITH CONCRETE OR CONCRETE PPE AU. ALUMINUM SURFACES N CONTACT NTH THE CONCRETE OR CONCRETE PIPE SHALL E PAINTED W1TN TWO COATS Of PAM. THE AUIMWUM PPE TO E PANTED SHALL E CLEANED WITH SOLVENT TO REMOVE CONTNINN415. AREA CLEANING. THE PPE SHALL E PANTED WITH 110 COATS OF PALM CONFORIFNG 1O FEDERAL SPECIFICATION TT -P -645 (PRIMER PAM, MC CHROMATE ALKYD VE44LE.) 0 cc LL O m Ill 3 LL 1 11 REc E, vED MAR 0 2 ?0051 OEy LOOM T THEE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CRY OF TUKWILA E4GINEERNO DN60N. APPROVED BY: DATE APPROVED: 03/01/2005 1:08 IN" co 8 File: P: \I1000, \11672 \engineering \I1 • • • • C 4�N ANDOVER PAR< WEST I • 5 + I I 5 + 5+ II 5+ 0-0 eR SITE LIGHTING PLAN SCALE: 1• = 20' Lighting Legend Ott TYPE SYMBOL FIXTURE TYPE MANUFACTURER P -N rIDOOR POLE UXRR - SINGLE PARpN6 ARFA P -2 V _ ' _V OORfDKWOOO R POLE 0iO - 0019E MdA P_, EXT9 SXRI PROJECTOR ENRrf AREA P-4 MR B P -5 = rRRORY � - SIGN ROOD NWT P -6 0 mom FACN - N MOUND UP MT ENTRY AREA 5 4,_ GARDw PENDANT tort 0XRFE OUTSIDE CANON /; 1 • P 1�: I NN Oman By 1\ ©Icy io Dung Nalm 100 Andover Parkway West Tukwila, WA NetVersant NetVersant Washington 3849 1st Ave. South Seattle, Washington 98134 Phone: 208 340 -1955 Foot (206) 340 -1980 Nooks* No: boo 1 DESK:N SET Prgtl Mm V. 0-0 Attachment D 03/01/05 MRP MM Moon. MO. ININrnd.: SITE LIGHTING PLAN DESIGN SET -E1.00 1.00 Wid 9 Type: SITE- HEAD Job: ACME BOWL Catalog Number: OPM -400 A - 277 -QV- SR - -DB OPTRAT' OPTRA AREA LUMINAIRE Bulletin No. OPTRA- 021405 SERIES DISTRIBUTION VOLTAGE MOUNTING OPTIONS FINISH (FACTORY INSTALLED) See Page 4 X and Y components of order sequence to be manually entered in part number after Option / RPTA= TENON ADAPTOR Accessory is selected. Certain configurations or combinations of options and/or accessories may not be compatible ACCESSORIES (SHIPPED SEPARATELY) See Page 4 • Approvals: Date: Page 1 of 6 OVERALL DIMENSIONS For Reference Only Optra Arm Mount 36.0" (91.44cm) Optra Post Top Mount 42.1" (106.96cm 36.0" (91.44rm) 6" . (72.64cm) 28 www.wide - lite.com CATALOG KEYWORD: OP SPECIFICATIONS HOUSING Die -cast aluminum housing construction. All hardware shall be corrosion resistant. The Optra TM shall consist of a separate ballast housing and optical housing ensuring cooler operation and significantly longer component and unit life. FULL CUTOFF OPTICAL SYSTEM Revolutionary optics design incorporates the advantages of vertical tamping with an innovative inverse conical Tens (patent pending) to provide compliance with IES full cutoff definition in addition to unrivaled photometric performance. Optical lens employs collimating lens technology to capture and focus uncontrolled lumens back into the main beam while masking arc tube glare. Multi- faceted segmented reflectors shall be made of high purity, anodized "Super Sheet" aluminum with an inorganic dielectric coating, producing a minimum reflectivity of 95% for optimum efficiency. The optical head is equipped with an electrical disconnect and is fully gasketed to ensure Dust - Titem' construction for higher maintained light levels. Symmetric pattern provides excellent spacing to mounting height ratios with very low glare. Asymmetric pattem provides directional spill light control, useful for perimeter areas. BALLAST Separate but integral ballast shall be high power factor with reliable starting at temperatures as low as -29 °C ( -20 °F) for Metal Halide, -34 °C ( -30 °F) for Pulse Start Metal Halide, and -40 °C ( -40 °F) for High Pressure Sodium. Crest factor does not exceed 1.8. Ballast has Class H, 180 °C (356 °F) rated insulation system. Ballast module shall be tool -less for ease of installation and service. LAMP ACCESS Top of the fixture hinges open to provide tool -less lamp access and relamping. LENS Precision manufactured fully tempered inverse conical glass lens, in conjunction with the collimating optic lens, exceeds limitations of sag glass lens photometrics, which can provide no better than cutoff performance. MOUNTING Fixture is constructed for one - person installation. Field installed surface arm mount shall be of die -cast aluminum. Mounting arm with integral ballast tray assembly shall be used to bolt fixture to a 4" to 5" OD round or 4" to 6" square pole. Post top mount allows fixture mounting to a 2 -3/8" OD x 4" vertical tenon on a 4" or 5" round or square pole. FINISH Standard finish shall be Satin Aluminum UltraCladTM polyester powder coat, electrostatically applied and oven cured to ensure extreme durablility. Other colors may be specified. LISTINGS UUcUL Listed luminare, UL 1598, suitable for wet locations. Standard unit constructed to IP65. The quality systems of this facility have been registered by UL to the ISO 9000 Series Standards. WARRANTY / TERMS AND CONDITIONS Standard 5 Year Limited Warranty Wide - Lite's current Warranty may be found at www.wide - lite.com (keyword: warranty) as well as Wide - Lite's current Standard Terms and Conditions of Sale (keyword: terms). All sales of items in this catalogue snail be subject to Wide- Lite's Standard Terms and Conditions of Sale current at the time of shipment. If you do not have a copy of Wide- Lite's Warranty and Standard Terms, please contact the factory for same prior to ordering. Fluorescent and HID lamps contain mercury. Dispose of these lamps according to local, state or federal laws. For further information on local, state or other requirements for disposal of mercury- containing lamps, see wvlw mama r.rrumnra. -+ pro PROJ: ACME BOWL MFG: WIDELITE RE-Pet/pm PART # OPM 400 A QV SR DB LAMP / RP 190 DT13 17 02 200L TYPE P -1 / P -2 nCOMM UNIENT WTI Type: SITE- HEAD Job: ACME BOWL OPTRA OPTRA AREA LUMINAIRE Bulletin No. OPTRA- 021405 STANDARD FEATURES Page 2 of 6 OPTRA ARM MOUNT SR mount shown OPTRA POST TOP PTTR mount shown SERIES Pulse Start O OPP -1000 O OPP -875 O OPP -750 O OPP -450 O OPP -400 O OPP -350 O OPP -250 Metal Halide O OPM -1000 V OPM -400 O OPM -250 High Pressure Sodium O OPS -1000 O OPS -400 O OPS -250 DISTRIBUTION O S = Symmetric A = Asymmetric VOLTAGE O 120 0 208 O 240 a 277 I 480 0 QV t1► 0 5T(2) (1) QV = Quad - Voltage ballast (120/208/240/277. no 480V) Not available for 750W PSMH. (2) 5T = Five Tap ballast (120/208/240/277 /480). Consult factory. MOUNTING a SR = Arm Mount to Round Pole O SS = Arm Mount to Square Pole (See Arm Mount Drill Template and Post Top Detail on page 5.) O PTTR = Post Top Tenon Mount to Round Pole w/ 2 -3/8" OD x 4" vertical tenon O PTTS -4 = Post Top Tenon Mount with Transition for 4" Square Pole w / 2 -3/8" OD x 4" vertical tenon O PTTS -5 = Post Top Tenon Mount with Transition for 5" Square Pole w / 2 -3/8" OD x 4" vertical tenon DISTRIBUTION GUIDE AND BALLAST DATA (1,2,3) Source Catalog Type (4) Number OPP -1000 OPP -875 .OPP -750. PS : OP P- 450 OPP -400 OPP :350 .. OP P -250 OPM -1000 MH OPM -400 OP M -250 .OPS -1000 HPS. . OP,S -400 . OPS -250. Lamp Envelope (5) BT37 BT37 BT37 BT37 BT28 BT28 BT28 BT37 BT28 BT28 BT37(dual arc) E18. E18 Recommended Max. Spacing 5:1 5:1 5:1 5:1 5:1 5:1 5:1 5:1 5:1 5:1 5:1 5:1 Cutoff Level Full Full' Full Full Full Full Full Full Full Full Full. Full. Full, .ies File Name (6) opp10( *).ies opp87( *).ies opp75( *).ies .:. opp45( *).ies ...;. opp40( *).ies opp35(*).ies opp25( *) /es opm10( *).ies opm40( *).ies opm25( *).ies ops10( *) :ies ops40(').ies. ops25( *).ies ANSI Code M141 TBA(7) M149.. M144 M135/M155 M131 M138 /M153 M47 / H36 M59 / H33 M58 / H37 Line Current Line 120/208/240/277/480 Watts 9.00'/ 5.20 / 4.50 / 3 :90;/•2:40 .1080. 7.80/4.30/3:90/3:40 /2:00 ,945 .. 7.00 / 4.00 / 3.501.3.00 / 1 :70 820 4.44'/2.56/2.22 /1 :92/1.10' ;514 4.00 /2.20/1.91 /1.75/'1 ".00 456 3: 7012:.1.0/ 1.8011 .60 / 0 :90 - 400 2.75/ 1:45 /,:1.30 /.1'..201'0.60 298 9.20/5.60/4.70/4.10 /2.40 4.40/2.50/2.20/1.90 /1.10 2.80 /1.60/1.37/1.20 /0.70 S52 9.50 / 5 :50'/ 4.80 /'4.20 / 2.50 S51 -; 4.10 /.2 :45/;2510. "/:.1:85 /1 :10 S50 2.70/ 1.55/ 1:30/ 1.20/0 :70 1080 462 297 1100 .467' 310 Notes: (1) The Optra accommodates a variety of other wattages and lamps. Consult factory. (5) Clear lamps are recommended for optimum photometric performance. (2) The Optra meets IES Full Cutoff specifications in all wattages and lamp sources. (6) Replace ( *) with Reflector type: S (symmetric) or A (asymmetric). (3) Ballast type: CWA (Constant Wattage Autotransformer). (7) TBA = To Be Assigned. (4) PS = Pulse Start Metal Halide, MH = Metal Halide, HPS = High Pressure Sodium. fl www.wide- Iite.com CATALOG KEYWORD: OP Wide -Lite a WAITE company P.O. Box 606 • San Marcos TX 78667 -0606 (512) 392 -5821 • Fax(512)753 -1122 Specifications and dimensions are subject to change without notice.'M A R 0 2 2005 COMML <,.. DEVELOPMENT Job Name: EMI Fixture Type: • Qty: Goboclip 150W Promotional Gobo Projector Product Number: GR0444 Product Reference: 150W Gobo Projector Typical Throw: 30 Feet Lamp Base: G12 Lamp Reference: 150W Metal Halide Weight: 18.5 Ibs P-3 GOBOCLIP expands gobo projection with indoor /outdoor use. Its fully weatherproofed (1P55) ultra compact body can withstand high and very low temperatures, as well as water. Utilizing the CDM -SA/T 150 watt 9000 -hour metal halide lamp, GOBO- CLIP projects a bright and accurate rendition of any graphic design or logo. A zoom facility combines with two inbuilt projection angle options to provide maximum flexibility with projection distance and image size. GOBOCLIP has easy and quick gobo or dichroic filter change, with the rotating image speed settings, the focus and the zoom selection being similarly straightforward. Now with GOBOCLIP's outdoor projection possibilities, your advertis- ing message can reach your target audience almost anywhere you choose. FEATURES: • 19° 30 °, beam spread: • Glass or metal gobos;;' . '. -Variable pattern rotation • IP55: housing 120001h0r Tamp life'. PROJ: ACME BOWL f'ECEIV!ED MFG: TIME SQUARE PART # GOBOCLIP W/ LAMP MAR 0 2 2005 TYPE P -3 COMML,..: ; DEVELOPMENT • Type Catalog No. • 600 Series Architectural Wall -Mount Cut -off APPLICATIONS • Security, access and perimeter lighting for institutional and commercial applications. CONSTRUCTION • Die -cast heavy -gauge aluminum housing for superior corrosion resistance. • Non - yellowing tempered glass flat lens with a weather -tight silicone gasket. ELECTRICAL • Tray- mounted ballast with integral heat sink for maximum heat dissipation. • Deluxe glazed porcelain socket pulse rated for 4KV. • 57 watt to 175 watt capacity. OPTICS • Lamp types include Metal Halide, Pulse Start Metal Halide, High Pressure Sodium and Compact Fluorescent. • HID lamp types are medium base. • Cut -Off optics. • Die- formed specular reflector. MOUNTING • Direct mounts to wall or other vertical surfaces. WARRANTY /LISTINGS • UL1598 listed for damp locations. • Published 5 -year warranty. Ordering Guide Example: 613175MAL- 8 6 1 3 175 OPTIONS Colors: - Dark Bronze comes standard. - Consult local agent for available colors. ACCESSORIES 630 Wire Guard P110A External Pencil Photo Control 120v P150F External Photo Control 120v - 277v 600L Field - installed latches for tool -less entry DIMENSIONS MA L 8 Prefix Lamp Base Distribution Wattage Lamp Source Options Voltage 6 1= Medium 3 =Type III 57 =57W 70=70W 100 =100W 150 =150W 175 = 175W Product information is subject to change without notice MA =Metal Halide (175w) PMA =Pulse Start (70w -150w) LX =High Pressure Sodium (35w -150w) NLX =High Pressure Sodium (35w -150w) HA = Compact Fluoresescent (57w - 70w triple tube) L =Lamp 1 =120 volt 5= 480 volt 6= 120/277 volt 8= 120 -277 volt JOB: Acme Bowl CAT #: 613175MAL -8 LAMP: 175watt MH included TYPE P-4 2005 FLC) DLYIIIES • WA2 FLUORESCENT' WA2 FLUORESCENT WA2 FLUORESCENT HOUSING — One-piece aluminurm extrpsion with ar+ChitectwraRy styled roundeed cfse•cast alurriirxrm s integral hived �s ixacl et pivots dawn:k tens. . rer owl aid relay Sifrcbe �stcet between the housing ark! lens . ' g prt�vxies .a weathcstightsea FINISH — Black hand-, ut�t�ed ie ant4edaer bI'c thermoset pc wde at txnnze a -white ihennoset Owderroat REFLECTOR _ Formed from higt�fr re Iectr c h unnertone alu newm and, uspecuLark cic plates:'Rellector assembly is seared to the housing with for (4)Stairkss steel scieW s. . . ELECTRICAL COMPONENTS - .Mounted drectly to the houses and pi-ey ed with leads eater rig fnxn the wive; aim At1 electrical cor onerifs are UL t cUL recognized. SOCKET — Mounted onto the relktor r directEj asserritxy and are UL r�co�¢eclfor aiafA lamps, rated for 4 lac. BALLAST — Ba'lasts (1 -IDD) are regula ig with power fu tors better tail 90% (HPF). Ballasts shall pr .de +I- 5% lunp'poiver r> tion wiili 4-/1(79() input voltage n gu1i tion. Ballasts are factory YYr d and tested . MOUNTING — Aluminunt.diecastLockir Locking teeth provide ildiuArnerrt by tightening one (1) starless steel recessed sow:. 1/2- 14"NPSM stainless steel breaded ripple provides secure mowtrt rg:Aimilg up to a 60* backlit Fcctines used outdoors n ist:be protected fn m rain and sprit r�s &alined downward ACCESSORIES — Accessories are available for this product Please see Floodljte Accessory Section on page 135. UL.cUU. listed ORDERING GUIDE Catalog Number Finish (A) Brack (B) White (G) Verde (H) Bronze Voltage (E) 120V Wattage (N) 277V WA2 ( Specify) CF213, WA2.. (Spy) -. (specify) Total Wattage . C 226 .: . (Specify) 52w WA2 : • . (Specify)" -CF232 . WA2 (Specify ) .:`.,F408X...:.. (Specify) Totai Lumen Lamp Output Life (Hrs) Socket Min Start Lamp Tem1. (2�13CFL : :.0 G . 1600.. ••• (2 )26CR. -20'C • ;3600• WA2, ..(Spy)• . F2408X - : • (Seedy) WA2 • . •..(Specify):.- . ..:F24(6XCW • .(Specify). (2)'Biax. -20C • 1 Fixture Housing Length GX23 • 17 -314 GX24q 3 17 =314 . GX24g3 7 =319' lO C' 3150. . 20000 ..: _ 2611 `: 6300 30314, 2G11 30 =314' 1NA2 .. (Specify): . F5OBX . (Specify)` WA2 • . .. :: reify: y) WA2 cifY) F40 .. � v) WA2 (may) F240 (` y) WA2 (Specify). F40CW (S ifY) WA2 (Specify) F240CW 'Needy) WA2.. (Specify) F32. O;C . • 2611 : •: ....303/47. :... 4000 12000 2G11 30?3/4' (2) 8iax OC: •: 40w T12 10'C 12000 2G11 .: 30 =314 3050 20000. ` • • . (2)712 10`C :.. • 6100. 20000. G13 55 V2 712 -20'C 3050. 30000 .G13 SS <V2" (Spedhy) (2)T12. -20'C 6100. . 20000 G13 32w T8. 10 *C. 2950 20000 ' .G13' 55- 112 WA2 (Specify) F232 0660 ) bow (2)T8 10,C 5900 20000 • G13 PROJ: ACME BOWL MFG: HADCO PART # WA2 2F4OBX H 277 TYPE P -5 NGROUNO COMPOSITE :COMPOSITE: CAST BRONZE, CAST BRONZE TRIM RING ROCKGUARD TRIM RING, ROCK GUARD HOUSING - Sr e-piece comp an molded, t"r�rg4ss :ifortc d pott'r cOrrposite dowse TRIM RING - Co presscn molded polyester, or 4e-cast stta n!ess steel, or natur-al cast brt . AJl trim rims are secuved with stainless steel screws ROCK GUARD — DrectIonal for gyre control. Compression molded poly error natural cast bronte. LENS — bear corlrex. ten eyed soda -Free mss for hair unpact resistance. 2200 jxiund 6+ne -load rated, standard wa;k- : GASKET — Snnn�pece molded skono U•channel: SOCKET Incandescent and HID: med m base. Fir. tescoit: GX24q -3 or GX24q -4 base REFLECTOR _ .. C>pticra! Specular alUininurn scOun rt?tlecto• rvaiable'kx ET/ sprat X15 °)'or flbtxi {70 ° }.ticarn pattern, Ruxxeret airai>ab• in ibQtl. ELECTRICAL Standard quad -vote COreand coil mounted on key-lOted re e tt y wsfh quick connect hour s, IV power facIOr:cfpped rm +ure•resistant :+ } coatn& fluolescent uses etkictoric baiiasts. AIMING - I5° eit er side Of vertical and 358° rotation. PARJR and Ihiorasce t are ADA COMPUANT - Compliant wl n used in concrete and il+. _h Mounted with M. or (Pp. UL tUL List xi : STAINLESS STEEL TRIM RING ACCESSORIES .......... ....... * 9 40 • 111, CP3 CPS3 1CG20 PVC Cc to Stainless Steel Internal Snap -on Pour a Concrete Heneycorrb Pour Krt. Lowe,: LmP - PAR2 0 ICG30 lntcnul Snap-on Hort -tart b I anp PAR30 40 ICG36 ICG38 131Ci (S3H CPsf Alumburn atenor GlareSh:e,'d. Finrsh.- Bronze know] Snap-en internal Snip.on Internal Clear Worm Hans om (Double) Lens. Lower: Loire r. Lamp - PFVt36 Lamp - PAR38 I3 Wth Rod< Guard (Section View) 9- 518"._,x:• 44;mmj 12-3/8" [315.mmj t o0 1 1 9116° 00'6M) Tk r () 314'NFSThrtiekti PROJ: ACME BOWL MFG: HADCO PART # I3G FL 100H 120/277 TYPE P -6 , .5a Maximum Wattage 42W (TR) For the Triple tuba, odd wattage and suffix "TR" to Cotarogue No. eg: LE\CS- 33250— F28TR When ordering, specify desired VOLTAGE eg: LE \CS- 33250— F26TR -120V THOMAS . LIGHTING CA NOTES: S 1. VOLTAGE: TO SPEC() o Rol >- 2. FINISH: PAINT ct. o 880 3. INDOOR \OUTDOORO E 4. TAMPS. BY OTHERS ° Z NO. DESCRIPTOIN w -J w_ 2 BALLAST HOUSING, EXTRUDED ALUM; J 3 BALLAST, ELECTRONIC u_ ]O 2 cc 4 OISC..081" ALUVINUM 5 LENS Rt.AINER, CAST A_UMINUM CV LL J o 7 LENS, CLEAR GLASS M 8 LAMPHOLDER m 9 BAFFLE, ALUMINUM w Vj) 10 &AMP „.... 2 Q _1 O fY Q Q. a J--BOX (BY OTHERS) 6 SUPPORT STRUT ASSEMBLY (4) TYPE s PROJECT: ACME LE1C S- 33250- F42TR- VOLT -RAL giTEREAEREY LE \CS DATE: 02.05.03 DRAWING NO. 33250 SCALE: WS L33250 • City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: E04 -022 Applied: 12/10/2004 Issue Date: 03/08/2005 Status: ISSUED Applicant: CHRIS MILLER Lead Agency: City of Tukwila Description of Proposal: ACME BOWLING REDEVELOPMENT OF FATIGUE SITE INCLUDING DEMOLITION OF 19,000 SF OFFICE BUILDING, IMPORT OF 8,000 CU YARDS OF FILL, CONVERSION OF WAREHOUSE TO 40 LANE BOWLING ALLEY WITH RESTAURANT AND LOUNGE, 9,700 SF OF RETAIL AND ASSOCIATED PARKING AND LANDSCAPE CHANGES. Location of Proposal: Address: Parcel Number: Section/Township/Range: 100 ANDOVER PK W TUKW 0223000020 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by %y l cesciA aVi z,S The lead agency will not act on this proposal for 14 days from the date below. -- M -N. 5, 02,2o S Steve Lancaster, Responsible Official Date City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) Attachment E doc: DNS E04 -022 Printed: 03 -07 -2005 • City of Tukwila Department of Community Development / 6300 Southcenter BI, Suite 100 / Tukwila, WA 98188 / (206)431 -3670 DETERMINATION OF NON - SIGNIFICANCE (DNS) File Number: E04 -022 Applied: 12/10/2004 Issue Date: 03/08/2005 Status: ISSUED Applicant: CHRIS MILLER Lead Agency: City of Tukwila Description of Proposal: ACME BOWLING REDEVELOPMENT OF. FATIGUE SITE INCLUDING DEMOLITION OF 19,000 SF OFFICE BUILDING, IMPORT OF 8,000 CU YARDS OF FILL, CONVERSION OF WAREHOUSE TO 40 LANE BOWLING ALLEY WITH RESTAURANT AND LOUNGE, 9,700 SF OF RETAIL AND ASSOCIATED PARKING AND LANDSCAPE CHANGES. Location of Proposal: Address: 100 ANDOVER PK W TUKW Parcel Number: 0223000020 Section/Township/Range: The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197 -11- 340(2). Comments must be submitted by /v Gr`c...1v% aat igWri The lead agency will not act on this proposal for 14 days from the date below. Steve Lancaster, Responsible Official City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431 -3670 Marti.A S, 0200 Date Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21 C.075) • doc: DNS E04 -022 Printed: 03 -07 -2005 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , HEREBY DECLARE THAT: Notice of Public Hearing Notice of Public Meeting Determination'of,Non- Significance Mitigated Determination of Non= Significance Board of Adjustment Agenda Pkt Determination o.t:Significance & Scoping' Notice- Board of Appeals Agenda Pkt Planning Commission Agenda Pkt Short Subdivision Agenda NoticeofAction:; Official .`:Notice- Notice ;of; Application Shoreline Mgmt Permit FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Notice ofApplication: for Shoreline Mgmt Permit Was mailed to each of the addresses listed on this year 20 D 5� Project Name: Project Number: t-\-" 0 a Mailer's Signature: Person requesting mailing: E-' P:GiNAWYNETTA/FORMS /AFFIDAVIT -MAIL 08/29/003:31 PM CHEST: ENVIRONMENTAL REVIEW /SHORELINE PIT MAILINGS FEDERAL AGENCIES ( ) U.S. ARMY CORPS OF ENGINEERS () FEDERAL HIGHWAY ADMINISTRATION () DEPT OF FISH & WILDLIFE () U.S. ENVIRONMENTAL PROTECTION AGENCY ( ) U.S. DEPT OF H.U.D. () NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES () OFFICE OF ARCHAEOLOGY ( ) TRANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR ( ) DEPT OF COMM. TRADE & ECONOMIC DEV. () DEPT OF FISHERIES & WILDLIFE () DEPT OF SOCIAL & HEALTH SERV. () DEPT OF ECOLOGY, SHORELAND DIV 04 DEPT OF ECOLOGY, SEPA DIVISION' ( ) OFFICE OF ATTORNEY GENERAL • SEND CHKLIST W/ DETERMINATIONS • SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES () BOUNDARY REVIEW BOARD () FIRE DISTRICT #11 () FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION () K.C. DEPT OF PARKS & REC ( ) K.C. ASSESSORS OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY () RENTON LIBRARY () KENT LIBRARY () CITY OF SEATTLE LIBRARY ( ) QWEST ( ) SEATTLE CITY LIGHT () PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES () KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) FIRE () FINANCE () BUILDING ( ) MAYOR () PUBLIC WORKS ( ) POLICE ( ) PLANNING () PARKS & REC. () CITY CLERK SCHOOLS/LIBRARIES UTIUTIES CITY AGENCIES ( ) HEALTH DEPT () PORT OF SEATTLE () KC. DEV & ENVIR SERVICES -SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL ( ) K.C. LAND & WATER RESOURCES () FOSTER LIBRARY () K C PUBLIC LIBRARY ()HIGHLINE SCHOOL DISTRICT () SEATTLE. SCHOOL DISTRICT ( ) RENTON SCHOOL DISTRICT ( ) OLYMPIC PIPELINE ( ) VAL -VUE SEWER DISTRICT ( ) WATER DISTRICT #20 ( ) WATER DISTRICT #125 () CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT ( ) RENTON PLANNING DEPT O CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES ( ) PUGET SOUND REGIONAL COUNCIL () SW K C CHAMBER OF COMMERCE ( ) MUCKLESHOOT INDIAN TRIBE ( ) CULTURAL RESOURCES PROGRAM ( ) FISHERIES PROGRAM ( ) WILDLIFE PROGRAM MEDIA () SEATTLE TIMES ( ) SOUTH COUNTY JOURNAL P:\ADMINISTRATIVEWORMS\CHKLIST.DOC () DUWAMISH INDIAN TRIBE KP.S. AIR POLLUTION CLEAN AGENCY ( ) SOUND TRANSIT () DUWAMISH RIVER CLEAN -UP COALITION *SEND NOTICE OF ALL APPLICATIONS ON DUWAMISH RIVER ( ) HIGHLINE TIMES ( ) CI.TUKWILA.WA.US.WWW 77� c.C7 c.,,Ct LQ.•, 12.4.1AbJcJ A i s )l-AA wA Secv'/z PIOIC NOTICE MAILINGS FOR PTS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) Any parties of record * send only the staff report, site plan and the SEPA Determination KC Transit Division — SEPA Official would like to receive information about all projects that might affect transit demand Send These Documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at the hearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). Any parties of record • send only the staff report, site plan and the SEPA Determination Send These Documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements — Cross - sections of site with structures & shoreline - Grading Plan Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) P:W DMINISTRATIVE \FORMS \CHKLIST.DOC • CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188-2599 (206) 433-1800 TO: Dick Landen Rainbow Associates 22320 148 Ave. SE Kent, WA 98042 TO: CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188-2599 (206) 433-1800 OfeASIMONMEINOMMINEgitMEMMIMMIMA SEATTLE, WA 98 101 I PUGET SOUND AIR POLLUTION CONTROL AGENCY 110 UNION STREET, STE 500 "tumgmingg4,1....ionmenalinligniflalt. 440;f144141u1r;':-P:, ,11 4 „ CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188-2599 (206) 433-1800 Y'ARA01,PAI:,4 AVIINS";;;!:46%-1.6.40,4,V14.113,,M;AO.e,...,'.44V,V,M1Mit474fl.ttr4ir TO: WA DEPT OF ECOLOGY SEPA REVIEW SECTION P 0 BOX 47703 OLYMPIA, WA 98504-7703 At.",ot' 5N'rxV.w-Vtdl'NVyofikf"jrAttAf4m'qVZ*PM5V:i'PN Atrozetitl. Wiedgiitrotit4:1": .1141,Vink4".., 1:11'int , 1 44,1,40'0:g:ft' 0 .VVA CITY OF TUKWILA 6200 SOUTHCENTER BLVD. TUKWILA, WA 98188-2599 (206) 433-1800 TO: Christopher D. Miller 2365 Carillon Point Kirkland, WA 98033 • • • INFORMATION MEMO To: PUBLIC WORKS DEPT. — David McPherson, Development Engineer From: Public Works Dept. —Sara Haile, Transportation Intern Date: March 3, 2005 Subject: ACME Bowling 100 & 150 Andover Park West Parcel Nos. 022300 -0020 and 022310 -0020 SEPA - E04 -022 / Design Review - L04 -081 The study of the impact analysis for the ACME Bowling is adequate and the concurrency is met. The following table is a summary of the impact fee for the development that generate trips that impact the any these project by five or more trips. ummar Improvement Project Fee /Peak Hour Trip Proposed Project Trips Cost Southcenter Pkwy /S 168th St: Traffic Signal $190 6 $1,140 West Valley Hwy /Strander Blvd: Dual NB Left Turn Lanes $280 18 $5,040 Interurban Avenue Bridge Widening $240 14 $3,360 Andover Park W Widening: Tukwila Pkwy to Strander Blvd $550 201 $110,550 Southcenter Blvd Widening: 51St Avenue South to International Blvd $2,300 12 $27,600 Klickitat Drive: Southcenter Pkwy to I -5 Fly -over Ramp $2,420 31 $75,020 Total $72:2;70 Attached to the memo are more detailed maps of the project trip distribution (Figure 5) and description memo to the file. c: \winnt \profiles \pwintern\desktop \acme bowling.doc Cyndy Knighton; City: of'_Tu.kwila:. :,;Brandon, Moen,. AICP The Transpo Group °Tas~ha Atchison, lect ME,BowI Clarification of interur ban /I- 405`Triip:As.signment_ The purpose of this memorandum is to clarify the assignment of project trips for the proposed ACME Bowl development assumed for the Interurban Avenue (West Valley Highway) /I -405 interchange for purposes of its application to the City of Tukwila impact fee program. As noted in Figure 5 of the December 2004 Transportation Impact Analysis, twelve - percent of the project trips are anticipated to be to /from the north on I -405. Of the inbound project trips to /from the north on I -405 (13 during the weekday PM peak hour), eight of these trips (or 8- percent of the total inbound trips) are estimated to use the Interurban Avenue off -ramp to access Interurban Avenue and eventually Southcenter Boulevard to travel towards the project site. Combined with the 3- percent (6 total project trips- 3 inbound, 3 outbound) assumed to travel to /from the north on Interurban Avenue, a total of 14 ACME Bowl weekday PM peak hour project trips are anticipated to impact the Interurban Avenue bridge widening- project noted in the City of Tukwila Transportation Impact Fee Schedule (TMC 9.48.150). A sketch of the weekday PM peak hour trip assignment in the area surrounding this interchange and improvement project is attached. If you have any further questions, please contact us at (425)821 -3665. The Transpa Group 11730118'h Avenue N.E.. Suite 600 Kirkland. WA 98034 -7120 425.821.3665 Fax: 425.825.8434 • • - ^ 64 AT • • • NOT TO SCALE LEGEND >- 1O% ce cc LU a. = PERCENT OF NEW " PROJECT TRAFFIC Figure 5 Project Trip Distribution ACME Bowl - Tukwila, Washington The Transpo Group • Cizy of Tukwila Steven M. Mullet, Mayor January 25, 2005 Department of Community Development Steve Lancaster, Director Chris Miller Mount Adams Holdings 2365 Carillon Point Kirkland, WA 98033 NOTICE OF COMPLETE APPLICATION RE: L04 -081 ACME Bowling E04 -022 Dear Mr. Miller, Your application for SEPA determination and design review to remodel a warehouse located at Andover Park West and Baker Boulevard has been found to be complete on January 25, 2005 for the purposes of meeting state mandated time requirements. The project has been tentatively scheduled for a public hearing before the Board of Architectural Review on March 24t. The next step is for you to install the notice board on the site within 14 days of the date of this letter. You received information on how to install the sign with your application packet. If you need another set of those instructions, please call me. Once you have notified me that the notice board has been installed I will post it with a laminated copy of the Notice of Application and the comment period will start. After installing the sign with the laminated notice, you need to return the signed Affidavit of Posting to our office. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. I will be contacting you soon to discuss this project. If you wish to speak to me sooner, feel free to call me at (206) 433 -7141. Sincerely Nora Gierloff Planning Supervisor Q:\Bowling\COMPLETE.DOC 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF INCOMPLETE APPLICATION January 4, 2005 Chris Miller Mount Adams Holdings 2365 Carillon Point Kirkland, WA 98033 RE: L04 -081 ACME Bowling E04 -022 Dear Mr. Miller, Your application for a SEPA determination and design review to remodel a warehouse located at Andover Park West and Baker Boulevard has been found to be incomplete. In order to be a complete application, the following materials must be submitted (numbering is from the application checklist): 15 (g) Fences, rockeries and retaining walls with called out colors and materials. You have proposed a 5 -6 foot retaining wall adjacent to the Evans Black street frontage but no other information is provided about that wall. 15 (h) Street furniture such as benches and bike racks. You are required to provide bicycle parking at a ratio of 1 space per 50 parking stalls with a minimum of 2 spaces. Please provide a location, design and color for your bike racks. 15 (i) Pedestrian connections between the building entrances and the sidewalk/public street. Since you are including all of the site work under the first development phase these connections should be made for all three buildings to the Andover Park West, Baker Boulevard and Evans Black frontages. See attached redlines for suggested locations. These paths should have a special treatment such as changes in material, color, surface level and/or texture to distinguish them from the parking lot. Simply striping them with paint is not sufficient. 16 (b) Note that tree replacement ratios only apply to sensitive areas (wetlands, watercourses, slopes over 15% and their buffers) and there are no sensitive areas on your site. 18 (c) Existing (dashed) and proposed (solid) topography at 2' intervals. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • 20. Color and materials board accurately representing the proposed project. Please note that the color and detailing of the corrugated metal panels will be key to giving an appearance of design quality appropriate to the project. 22. Site light levels in footcandles across the entire parking lot. The lighting levels and uniformity of illumination will be of concern to our Police Department when they provide a Crime Prevention Through Environmental Design (CPTED) analysis. Upon receipt of these items, the City will re- review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. In addition I understand that you will be applying for a special permission sign area increase for the bowling business. This should be included in your resubmittal in order to be reviewed in concert with your design review. Please see attached redlines for some preliminary comments on the site design. Evans Black Drive is a City street and frontal improvements as well as a driveway and sidewalk connection will be required. We are sensitive to your concern about losing parking spaces and have proposed a solution that will minimize the changes to your proposed site plan. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.105.070(E). Please be aware that delays in responding to this request will affect your project timeline. If you have any questions with this matter please call me at (206) 433 -7141. Nora Gierloff Planning Supervisor CC: Bob Giberson, Public Works Don Tomaso, Fire Department • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan(iki.tukwila.wa.us • SEPA ENVIRONMENTAL REVIEW APPLICATION FOR STAFF USE ONLY SIERRA TYPE P-SEPA Planner: 4 D ev,... 6..) tcrk4. File Number: 6-04 pay Application Complete (Date: ) Project File Number: L., i ci.r-c.)13. 1 Application Incomplete (Date: ) Other File Numbers: NAME OF PROJECT/DEVELOPMENT: c L.. 1 ■ LOCATION OF PROJECT/DEVELOPMENT: (Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL 10 DIGIT PARCEL NUMBERS. 100 A v‘cio ve_se- eilfg" 22 3 000 (75 Z. 0 ) 7.2. 3 100 e) C) Quarter: SE Section: 7.3 Township: 2 3 Range: Oq (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Address: '216 6. g 17 /6e)■. Phone:z 981_ 29c/ Signature: -P, /- _ RECEIVED FAX: 'DEC 10 2004 COMMUNITY DEVELOPMENT • CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone : (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan(ii ci.tukwila.wa.us AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY • STATE OF WASHINGTON COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, age s, engineers, contractors or other representatives the right to enter upon Owner's real property, located at k0b Q.�e1oUQr 'or(& In)Q for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the Toss or damage is the result of the sole negligence of the City. 6. The City shall, at its discretion , cancel the application without refund of fees, if the applicant does not respond to specific requests for items on the "Complete Application Checklist" within ninety (90) days. ss 7. Non - responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at aKrfcitt (city), k(state), on kclo tAiGP r- !a , 61.407 M+. Adams 1-101(16,5s) LLC- (Print Name) 2$ 625 CAASllan PA-) rklaPaot WA $033 (Address) L zs $ $°) — 1 at) (Phone N ber) �/ (Signature) , On this day personally appeared before me (Agile A 1 eat ere I 10 me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. .�S SUBSCRIBED AND SWORN TO BEFORE ME ON THIS /12 D.' Y OF ircrv44fr- NOTARY P S N 04:41:11 r� ; \5 Aj residing at V , a S Z Oily Commission expires on j Nj► , 'o`e`p .I s_.1.1 % % % % % %% %% 0 t trop WAS � 111111 \ \ \ \QQ n and for ttlp State llf Washington ,ujus.f o?bf aOo6 RECEIVED DEC 110 2004' DEVELOPMENT SEPP\ CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) State of Washington County of King City of Tukwila /j�� I C�.r 5 I' `(1e/f (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that m the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. Applicant or Projec Manager's Signature On this day personally appeared before me to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his /her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this ‘.\\\\‘‘‘‘‘%1111 ff: _ .C_\ JAL, T � %z�Ysc�i� ?O�P��•'sZi S s N q `. r.= 6 /av Op,WA$� � to day of d121-4-440/ • , NOTAR residing at My commission expires aVe ‘,200f RECEIVED DEC10 20041 DEVELOPM NT • • City of Tukwila Endangered Species Act Screening Checklist Date: I L - Ib - Applicant Name: M Oda „„ s ( C / C GI r s der— Street Address: Z 3(o S e. at .e: 1/0-v, Po l n t City, State, Zip: �i %r la+ND , G✓� g03 3 Telephone: yZ 6" S(/- 2951 Directions This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of chinook salmon, coho salmon, or cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 1, read each question carefully, circle "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. RECEIVED DEC' 10 2004' COMMUNITY DEVELOPMENT Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -0 Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 den ontinue to Question 1 -1 (Page 3) 2 -0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO - Continue to Question 3-0 41gUlt Continue to Question 2 -1 (Page 4) 3 -0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18 -15). Please circle appropriate response. NO Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4 -0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173 -303 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. NO Continue to Question 5-0 YES - Continue to Question 5-0 5 -0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. O - Continue to Question 6-0 YES - Continue to Question 6-0 RECEIVED DEC' 10 2004' DEVELOPMENT Part A (continued) 6 -0 Will the project involve landscaping or re- occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one -time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. NO — Checklist Complete Checklist Complete Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1 -1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please circle appropriate response. Continue to Question 1 -2 YES - Continue to Question 1 -2 1 -2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this. question. Please circle appropriate response. NO - Continue to Question 1 -3 Continue to Question 1 -3 1 -3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect R ECEIVED DEC 1® 20041 DEVELOPMENT the natural infiltration or runoff patterns existing prior to development. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) YES - ontinue to Question 1 -4 1 -4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please circle appropriate response. NO - ontinue to Question 2 -0 (Page 2) YES - Continue to Question 2 -0 (Page 2) Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2 -1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. Continue to Question 3-0 (Page 2) YES - Continue to Question 2 -2 2 -2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self- supporting woody plant, characterized by one main trunk, with a potential diameter - breast- height of 2 inches or more and potential minimum height of 10 feet. Please circle appropriate response. NO - Continue to Question 2 -3 YES - Continue to Question 2 -3 2 -3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please circle appropriate response. NO - Continue to Question 2 -4 YES - Continue to Question 2 -4 2 -4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 1) RECEIVED DEC! 10 20041 COMMUNITY DEVELOPMENT YES - Continue to Question 2 -5 2 -5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please circle appropriate response. NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish /Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3 -1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please circle appropriate response. NO - Continue to Question 3-2 YES - Continue to Question 3-2 3 -2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modific ations. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man -made or artificial structure that precludes fish access should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-3 YES - Continue to Question 3 -3 3 -3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please circle appropriate response. NO - Continue to Question 3-4 YES - Continue to Question 3 -4 3 -4 Will the project involve a temporary or permanent change in the cross - sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the RECEIVED DEC' 10 2004' DEVELOPMENT RECEIVED DEC 1 10 2004' DEVELOPMENT cross - sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please circle appropriate response. NO - Continue to Question 3-5 YES - Continue to Question 3 -5 3 -5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please circle appropriate response. NO - Continue to Question 3-6 YES - Continue to Question 3 -6 3 -6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow /groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please circle appropriate response. NO - Continue to Question 3-7 YES - Continue to Question 3 -7 3 -7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please circle appropriate response. NO - Continue to Question 3-8 YES - Continue to Question 3 -8 3 -8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please circle appropriate response. NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) RECEIVED DEC 1 10 2004' DEVELOPMENT ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: Acme Bowling 2. Name of Applicant: Acme Bowling 100 Andover Park West Tukwila, WA 98188 3. Address and phone number of applicant and contact person: Chris Miller Mt. Adams Holdings, L.L.C. 2365 Carillon Point Kirkland, WA 98033 425 889 7951 425 893 8758 (fax) 4. Date checklist prepared: 12 -3 -04 5. Agency requesting checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): To open by November 2005. Please see attached schedule. 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. Yes - Neighboring site to the south has an existing warehouse building that will possibly be redeveloped into a 22,000 SF retail building and 6,500 SF of retail shops. An approximate 4,000 SF retail pad is also proposed for the west side of the southern site. This proposal will be submitted independently of the design review for the Acme Bowling project. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Traffic study, level 1 study, geotech analysis 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. (00265211.DOC;2} RECEIVED DEC' 10 2004' COMMUNITY DEVELOPMENT • • 10. List any governmental approvals or permits that will be needed for your proposal, if known: Design Review approval, Building Permit, Mechanical Permit, Electrical Permit, grading permit, utility permits, site work permits, boundary -line adjustment, Department of ecology permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in the checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Section E requires a complete description of the objectives and alternates of your proposal and should not be summarized here. An existing 81,000 SF warehouse and office building will be converted into a bowling center. The existing one story 19,000 SF office building that fronts Andover Park West will be demolished to accommodate more parking. Approximately 52,300 SF of the existing warehouse building will consist of 40 bowling lanes, a restaurant, lounge and banquet rooms. The remaining 9,700 SF of existing warehouse space will be converted into retail shops. The parking lot area will be restriped and expanded from 135 to 281 stalls. The project will apply for a lot boundary adjustment to combine three lots into two. This will move two existing property lines. The future southern lot parking lot are will be restriped and expanded from 78 to 188 stalls. See site plan. 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, and section, township, and range, if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. The project location is 100 Andover Park West. The site is directly east and across the street from the large South Center Shopping Mall parking lot (see attached site plan with the legal description and vicinity map). 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No B. ENVIRONMENTAL ELEMENTS 1. EARTH a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other. The site is flat. RECEIVED DEC 10 2004' COMMUNITY DEVELOPMENT {002652 11.DOC ;2} 2 b. What is the steepest slope on the site (approximate percent slope)? There is an approximate 5% slope across the entire site. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The site was once farmland and converted to industrial use. The site currently has large parking lot to serve a large building. The majority of the site work consists of expanding the existing parking lot. The general soil type is urban land (UR) per the soils maps. d. Are there any surface indications or history of unstable soils in the immediate vicinity? If so, describe. No e. Describe the purpose, type, location and approximate quantities of any filling or grading proposed. Indicate source of fill. Soil will be imported to bring the site adjacent to the building up to the existing floor level. Approximately 8,000 cubic yards of import fill will be placed on the site. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. No erosion will occur as a result of the flat site. The existing office building will be demolished in a way that will minimize any disturbance to the soil. The new renovation will have limited site impact. A temporary erosion and sedimentation control plan will be implemented. About what percentage of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 85 -90% site coverage with asphalt and buildings. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any. Temporary erosion controls will be implemented to prevent water runoff during the construction phase. 2. AIR a. What types of emissions to the air would result from the proposal (i.e. dust, automobile, odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Construction will generate a nominal amount of air gg.c�yst and exhaust from traffic. u DECt 10 2004' {002652 11.DOC COMMUNITY ;2) DEVELOPMENT 3 • • b. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No c. Proposed measures to reduce or control emissions or other impacts to air, if any. None. Normal construction practices will limit impacts to the air. 3. WATER a. Surface 1. Is there any surface water body on or in the immediate vicinity of the site (including year -round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities if known. No 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Ground 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities if known. No RECEIVED DEC' 10 2004' COMMUNITY DEVELOPMENT {002652 1 1.DOC ;2} 4 • • 2. Describe waste, material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals....; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve. None. The project will be connected to the existing sanitary sewer system. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities if known). Where will this water flow? Will this water flow into other waters? If so, describe. The source of runoff will be surface runoff from building rooftops and pavement. All runoff will be collected and conveyed by catch basins and underground pipe to a detention and water quality treatment system prior to discharging offsite. 2. Could waste materials enter ground water or surface waters? If so, generally describe. No d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: Onsite detention and treatment will be provided per city of Tukwila's standards to reduce and control runoff impacts. 4. PLANTS a. Check or circle types of vegetation found on the site: x deciduous tree: alder, maple, aspen, other x evergreen tree: fir, cedar, pine, other x shrubs x grass pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? The existing southern half of the site has large grass areas. This will be removed to allow for an expansion of the parking lot. There are 88 trees that will have to be removed to accommodate redevelopment of the site. The proposed landscape design reflects the best efforts of the design team to minimize the number of tr ,s� will be impacted. See Landscape plan REC IV DEC 10 2004' COMMUNITY DEVELOPMENT {002652 11.DOC ;2} 5 c. List threatened or endangered species known to be on or near the site. None. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: There will be no changes to the perimeter landscaping. The existing trees will remain. The internal parking lot will be designed to meet Tukwila's landscaping requirements. See landscape plan 5. ANIMALS a. Underline any birds and animals that have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, others: ducks, seagulls and loons. mammals: deer, bear, elk, beaver, other: seals fish: bass, salmon, trout, herring, shellfish, other: perch, crabs, invertebrates b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No d. Proposed measures to preserve or enhance wildlife, if any: None 6. ENERGY AND NATURAL RESOURCES a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Natural gas will be used for general heating, and electricity will be used for other energy needs. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: The proposal will conform to Washington State Energy Code requirements. All exterior walls and ceilings will be insulat d, all glazing RECEIVED DEC' 10 2004' 11.DOC ;2} COMMUNITY DEVELOPMENT 6 will be insulated, and mechanical and electrical systems will meet all mechanical codes. 7. ENVIRONMENTAL HEALTH a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? If so, describe. No 1. Describe special emergency services that might be required. None 2. Proposed measures to reduce or control environmental health hazards, if any: None b. Noise 1. What types of noise exist in the area, which may affect your project (for example: traffic equipment, operation, other)? Automobile traffic 2. What types and levels of noise would be created by or associated with the project on a short-term or long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Construction activities would create short term noise levels during daylight hours. Operation of the proposal would not increase noise levels in the long term. 3. Proposed measures to reduce or control noise impacts, if any: Applicant will follow the requirements of any noise ordinance. 8. LAND AND SHORELINE USE a. What is the current use of the site and adjacent properties? Industrial and commercial b. Has the site been used for agriculture? If so, describe. Yes - The area was once farmland. During the 1960's, the area was developed for commercial uses. c. Describe any structures on the site. RECEIVED DEC 10 no k' COMMUNITY DEVELOPMENT {002652 1 I.DOC ;2} 7 • • A one story 19,000 office building connected to a one story (61,000 SF) warehouse building. d. Will any structures be demolished? If so, what? Yes- A one story 19,000 SF office building e. What is the current zoning classification of the site? TUC f. What is the current comprehensive plan designation of the site? Commercial g. If applicable, what is the current shoreline master program designation of the site? NA h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? Approximately 35 -40 people would work in the project area after completion. j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: None 1. Proposed measures to ensure the proposal is compatible with existing and project land uses and plans, if any: The proposed use complies with current zoning requirements. 9. HOUSING a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low - income housing. N/A b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low- income housing. N/A gECEIVE® DEC' 1 0 2004' {002652 COMMUNITY 11.DOC CEVELOPMENT 8} • • c. Proposed measures to reduce or control housing impacts, if any: N/A 10. AESTHETICS a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? The average building height is 30'. The highest point is 40' -45' b. What views in the immediate vicinity would be altered or obstructed? No views will be obstructed by the proposed project. c. Proposed measures to reduce or control aesthetic impacts, if any: None required 11. LIGHT AND GLARE a What type of light or glare will the proposal produce? What time of day or night would it mainly occur? Light from the interior of the building will be seen from the edges of the site. Under canopy lighting will light the entrances to the buildings. There will be parking lot lights for safety. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off -site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: None 12. RECREATION a. What designated and informal recreational opportunities are in the immediate vicinity? None b. Would the proposed project displace any existing recreational uses? If so, describe. No RECEIVED DEC 10 20\ DEVELOPME T' {002652 11.DOC ;2} 9 • • c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any: None 13. HISTORIC AND CULTURAL PRESERVATION a. Are there any places or objects listed on, or proposed for national, state, or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: None 14. TRANSPORTATION a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Andover Park West is a major north /south arterial that connects to I -405. The proposed main building entrance is approximately 150' from Andover Park West. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? Yes - The site is served by public transportation along Andover Park West. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will require approximately 239 stalls. The site currently has 135 stalls and will be expanded by 42 stalls to make a total 281 stalls. d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No RECEIVE!) DEC 10 2004' COMMUNITY DEVELOPMENT (002652 1 1.DOC ;2} 10 f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. g. There will be approximately 201 trips per day generated by the proposed project. See traffic study Proposed measures to reduce or control transportation impacts, if any. Project will pay any traffic impact payments required by City regulations. 15. PUBLIC SERVICES a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. None 16. UTILITIES a. Underline utilities currently available at the site: Electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity, which might be needed. Electricity: Puget Sound Energy Services Gas: Puget Sound Energy Services Sewer: City of Tukwila Water: City of Tukwila Telephone: Qwest Communications C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature: Chris Miller Date Submitted: / 2 / /o /,q Relationship of signer to project: Development Manager COVED pEC 10 20\ uOMMUNITY DEVELOPMENT {002652 11.DOC ;2} 11 BA <ER BLV3 A \ID_VER PAR< WEST '. ----: -; r , 1-7T77 • 1 ; I SITE LIGHTING PLAN SCALE: r =20' RECEIVED [MAR -0 2 2OO5i cr...!.. �. 3117 o ©qI gi g Cala 100 Andover Parkway West Tukwila, IVA NetVersant NetVersant Washington 3849 1st Ave. South Seottle, Washington 98134 Phone: (206) 340 -1955 For 206) 340 -1980 DESIGN SET Data: 02/[9¢3 Protect Number. • Rot Pala ON.N Sy: Checked ey 02/25/05 MRP MM • SITE „.: LIGHTING PLAN DESIGN SET _E1.00 30' 130' 0 0 Co CO v rn 0 co 0 O v Im vv� \0\i CO J' Cti WI CO. z • 4.5' DEDICATED R.O.W. (;PROPOSE — FUTURE SH y 4,000 S.Fi 250.43 15' LANDSCAPE SETBACK 22 COMPACT; TAUS (9'X 16') 2•r P-S- PROPCISED FUTURE RETAIL ADDITION 13,200 S F. 60' R SCORED CONC. WALK 10 COMPACT STALLS (8'X16') r ,_ 150_ _ - ACCESS, / ( /J \ ' \ / \— ANDOVER PARK WEST 734.43' i 154.00 15' LANDSCAPE SETBACK SCORED CONC. _EEDESIRIAI`1 WALKWAY N 20' FIRE \ ACCESS \ I 1 1 DROPOSED =TAIL SHO 6,500 S.F. PROPOSED RETAIL CENTER 22,000 S.F. BUILDING SETBACK LINE (PLAT A.I.P. NO. 2) MARCH 2, 2005 FULLER SEARS ARCHOTEECTS 300.00' S01 °05'06 "W 0 N OUTLINE OF EXIST. BUILDING 60' 120' J 0 0 0 m z m TO V r z m LOA it ETAIL SH6PS O,Op8 0 0 rn 0 w Q p?U 02 J w w m 0 1- CONC. KEYSTONE WALL sr E PLA\ ACME oO1NLDNG Tukwila, Washington N01 °02'48 "E 330.00' � I I ,1 20'FRE /�/1/ ACCESS 1/ / / / / 5 COMPACT STALLS (9'X16') • U___LJ N===C] H- r -ter -� BOWLING 40 LANES 50,901 S.F. • PARKING CALCULATIONS: NORTHERN LOT - 277 PARKING STALLS SOUTHERN LOT - 186 PARKING STALLS 9' X 19' - TYPICAL PARKING STALL (UNLESS NOTED OTHERWISE) 24' - TYPICAL DRIVE AISLE 330.00' S01 °02'48 "W 1✓ ly�u��r�l EDGE OF EXIST. ASPHALT EVANS BLACKPFECEIVED CONNECTION MAR 02 20051 COMMUNITY DEVELOPMENT 0 O 0 3 ,LZ SZ.88S rn BUILDING SETBACK LINE o (PLATS A.I.P. NOS. 1 & 2) SCORED CONCRETE PEDESTRIAN WALKWAYS - TYPICAL • PROPOSED LIGHT POLES (18) WALL MOUNTED LIGHT (3) EXIST. TREES TO REMAIN (4) • r— 30' SIGHT DISTANCE LINE 15' TYPE I LANDSCAPE • FEATHER IN SEEDED LAIN U1.-ERE NEW PLANTING BEDS h'E• =f EXISTIt•Y EXISTING LAIN TO REMA(N REPAIR LAIN DIS.IIlRBED BY CONEIRICTIoN. ANDOVER PARK WEST. 30' SIG! -fr �� DISTANCE L6 E 1 • rEATI -R IN SEEDED L4334 14-4E NEW PLANTING BEDS MEET EXISTING IEXISTING LAWN 10 f1AIN. t PAIR I); LADID ED BY CONSTION. FEATHER IN SEEDED LAWN Uf ER'c NEW pLANTM BEDS MEET EXI5T■4 3 ^r' S1G -F+i DISTANCE — LINE • 30' SIGHT DIST/AGE LINE .' ..� %r -fir - • -"v, •1/0 /'JOB UryU19R-5I:JQ /09/091 /�yty J/ /QtQ. w.. / / LIMITS U10RG �.•' '5' TYPE I / �-• — . . d LAVDSGARE o'rj %,; . / i .OF*9 Q pT rr/ / r� /ryp9�Q//p/p/9/r /i /i94.9PF4i,AU 0 o BUILDING .(PLATS A. I I 11 i i TV°'� �/ TRASH RECEPTACLE BENCH SPORED cONC. WALK -- - EXISTING TREES TO REMAIN, TYP TREE RETENTION TIDE, TYP. TRASH RECEPTACLE BENCH RO OSEt R TAIL SHC POSED FUTURE 6,500—S1F TAIL ADDITION 13,200 S.F. BIKE RACK -1 II PROPOSED RETAIL CENTER 22,000 S.F. BOWLING 40 LANES 50,901 S.F. EXISTING- LANDSCAPE TO REMAIN LIMITS OF UDR< IE RETENTION FENCE. TYP. SH LIMITS OF WORK LIMITS OF WORK STATE CF tWASI-0VGTCN REGIS MARCH 2, 2005 FULLER SEARS ARCHITECTS 0 N 60' 120' CONC. KEYSTONE WALL LANDSCAPE PLAN ACME BOWLING Tukwila, Washington RECEIVED `MAR -0 2 2005 COMMUNITY DEVELOPMENT ICIER IGTE ND. SOS WEISMAN DESIGN GROUP LANDSCAPE ARCHITECTURE • • LANDSCAPE SCHEDULE (ALL NEW TREES TO BE COUNTED TOWARDS TTEE REPLACEMENT) SYM QTY BOTANICAL NAME / COMMON NAME SIZE 1 CONDITION DECIDUOUS CANOPY TREES 4 CUERCUS RJBRA / RED OAK 4 ACER RJBRUM / RED MAPLE 40 ACER T. GIN'NALA =LAM PL E' / FLAME AMUR MAPLE ```���,,,,,,,,!!!! 26 PRUNUS 5. TIT. FUJI' / MT RIM FLOJERING CHERRY 11 DECIDUOUS ACCENT TREES ACER CIRCINATUM / V6'E MAPLE AMELANCHIER ALNIFOLIA / SERVICEBERRY 0 0 Ii EVERGREEN TREES FNJ$ SYLVESTRIS / SCOTCH PIZ PSEUDOTSUGA MENZIESII / DOUG FIR THUJA PLICATA 'FA5T1GI4TA' / HOGAN CEDAR MARCH 2, 2005 FULLER SEARS AlioHITECTS EXISTING TREES TO REMAIN 0 2T1 SCREENING 1 PERIMETER SHRUBS MYRICA CALIFORNICA / PACIFIC WAX MYRTLE PRL NUS LAUROCERASJS 'OTTO LUYKEN' / OTTO LUTKEN LAUREL PINUS MUGO 'MJCC / FtOH0 PINE MAHONIA AOJIFOLIU1 'COMPAACTA' OR 'ORANGE FLAME' / OREGON GRAPE PRUNUS LUSIT4NIC4 / PORTUGAL LAUREL 1 I/2" CAL. STRONG CENTRAL LEADER MATCHED, FULL, Bts (3) 3/4" CANES, MATCHED, FULL, 545 6' -8' WT., MATCHED, FULL 1 BUSHY TO BASE, 515 I8° -21' WT., FULL FOLIAGE, B45 OR CONT. 0 388 PARKING LOT 1 ACCENT SHRUBS EUONYMUS ALATA FACTA' 18 ° -21" HT. 1 SPR, FULL FOLIAGE, 5e OR CONT. MAHONIA AOUIFOLIUM 'COMPACTA' OR 'ORANGE FLAME' / OREGON GRAPE CISTUS X HYBRIDUS / WHITE ROCCKROSE PIERS FOREST FLAME' 1 LILY •OFF•TFF_- VALLEY SHRUB RHODODENDRON SP. / RHODODENDRON VIBURNUM DAVID!! / DAVID'S vIBUR1U(i SPIRAEA BUMALD4 'ANTHONY WATERER / SPIRAEA T:--11JJA BCCIDENTALIS 'EMERALD' / AI'ERICAN ARBORVITAE 6' WT, FULL * BUSHY TO BASE, B'S OR CONT. z GROUNDCOVER ARCTOSTAPN7L05 UVA -U S( / KINUNIKINNICK MAHONIA REPEEJ.S / CREEPING MAHONIA RJBUS CALYCINOIDES / BRAMBLE COTONEASiER DAMMERI /BEARBERRY COTONE4STER SEEDED LAWN IlAitir J ,' MULCH TREE RETENTION FENCE SITE FURNITURE 4° POTS fl 24" O.G., FULL FOLIAGE f - (2) BIKE RACKS- TIMBERFOR1 CYCLOOFS• 5 )KE RACK MODEL •110 -5•C, EMBED MOUNT, POWDER- COATED MACK, MANUF. BY COLUMBIA CASCADE. (600541.1940 (2) BENCI -ES U.6P.-1 ARMRESTS- TMBE ORM RENAISSANCE MODEL 7806.6, SU ACE MOUNT PER MAN.). SPECS, POWDER- COATED BLACK, M4NF. BY COLUMBIA CASCADE. (800)511)940 o (2) LITTER CONTAINER- TMBEOR i RENAISSANCE MODEL 78i1•FT -P INCLUDING MATCHING 32 GALLON LINER, PEDESTAL MOUNT P`R MANIIJF. SPECS, FOUOER- COATED BLACK, MANUF. BY COLUMBIA CASCADE. (800)5411940 0 LANDSCAPE CALCULATIONS PERIMETER LANDSCAPE $ REOUIIED STREET TREES: 38 (I TREE / 30 LF) s PROVIDED STREET TREES: 32 REQU11 0 SHRUBS: 155 ISHRUB /1LE) PROVIDED SHRUBS: 134 INTERIOR PARKING LOT LANDSCAPE REOJIRED PARKING LOT LANDSCAPE: 6,945 SEE (15 SF / STALL) PROVIDED PARKING LOT LANDSCAPE: 14,118 SF I PROVIDED NUMBER OF STREET I(e 5 ARE LESS THAN THE REQUIRED NUMBER NEW STREET TREES, ALONb ANDOVER PARK REST, HAVE BEEN DESIGNED TO MATCH TI-E SPACING OF THE EXISTING TREES AT APPROXIMATELY 40' OL. PLANTING NOTES I. ALL NEW LANDSCAPE AREAS ARE TO BE WATERED IUTH AN AUTOMATIC WATER CONSERVING IRRIGATION SYSTEM. 2. ALL NEW SHRUB AND GROUNDCOVER A,Rt,4S ARE 70 BE IILCHED WITH A MINIMUM 2' DEPTH OF SPECIFIED MULCH. 3. 111-1ERE GROUNDCOVER 15 PROVIDED, IT SHALL BE PLANTED AT THE SPECFIED SPACING TWROUGHOJT THE BED, INCLUDING AREAS UNDERNEATH TREES AND SHRUBS, START FIRST ROW 12" FROM EDGE OF BED. 4, TREES SHALL BE PLANTED A MNIMUM OF 10 FEET FROM UNDERGROIFID WATER SEWER AND STORM DRAINAGE PIPES. • LANDSCAPE SCHEDULE & CALCULATION&EIVED 60' 120' ACME BOWLING Tukwila, Washington MAR 02 2005! STATE CF WASFINGTCN F GJS / u != l use CFA iuh ro. 60° WEISMAN DESIGN GROUP LANDSCAPE ARCHITECTURE 1- — - MAIN ENTRY 1— — I MARCH 2, 2005 FULLEREISEARS ARCHITECTS \Lr ARCADE Y dos MENS- WO 1E MENS KITCHEN 1 0 30' 1 _J 60' _ — -U __. _ 1.i —).a. — — L — 11 — FLOOR PLAN ACME BOWLING Tukwila, Washington VS STO GE 30 LANES! MECH. RM I�( RECEIVED • - 02 ?nn5' rMAR DEVELvi ,•leNT • PROPOSED SIGNAGE 208 SF INDIVIDUAL SELF ILLUMINATED LETTERS • 40' FLAT METAL PANELS CORRUGATED METAL PANELS i ALUMINUM STOREFRONT W/ CLEAR GLASS PAINTED STEEL CANOPIES OVERHEAD LOADING DOOR EXISTING CONCRETE PANELS PAINTED STEEL & GLASS --, ENTRY CANOPY 18' 22' CONCRETE BLOCK TRASH ENCLOSURE (SEE SITE PLAN) - 26' FLAT METAL PANELS CORRUGATED METAL PANELS Fr— VIMEgt ,--- Isolusami mod Ism FLAT METAL PANELS CORRUGATED METAL PANELS j a :11 153 Ea ALUMINUM STOREFRONT W/ CLEAR GLASS PAINTED STEEL CANOPIES FLAT METAL PANELS STAINED CONCRETE WALL STEEUCONCRETE COLUMN SOUTH ELEVATION 40' EXISTING CONCRETE PANELS PAINTED STEEL & GLASS ENTRY CANOPY c MtWRI MARCH 2, 2005 FULIERoSEARS ARCHITECTS 20' 40' 60' EXTERIOR ELEVATIONS ACME BOWLING Tukwila, Washington RECEIVED MAR 02 2005 COMMUNITY DEVELOPMENT — 18' NORTH ELEVATION 111 !MIS j a :11 153 Ea ALUMINUM STOREFRONT W/ CLEAR GLASS PAINTED STEEL CANOPIES FLAT METAL PANELS STAINED CONCRETE WALL STEEUCONCRETE COLUMN SOUTH ELEVATION 40' EXISTING CONCRETE PANELS PAINTED STEEL & GLASS ENTRY CANOPY c MtWRI MARCH 2, 2005 FULIERoSEARS ARCHITECTS 20' 40' 60' EXTERIOR ELEVATIONS ACME BOWLING Tukwila, Washington RECEIVED MAR 02 2005 COMMUNITY DEVELOPMENT — 18' NORTH ELEVATION • • • • EXISTING;'CONCRETE PANEfLS PAINTED ALUMINUM STOREFRONT.W/ TINTED GLASS CORRUGATED METAL PANELS REITM L CONCRETE COLUMNS CONCRETE COLUMN STEEL & GLASS ENTRY CANOPY ALUMINUM STOREFRONT W/ CLEAR GLASS GLASS PANELS MARCH 2, 2005 FULLERESEAS 0 ARCHDTECTS 20' 40' 60' HX- J H MOR Mk �o Tukwila, Washington __s tRecovE® 7x161 WEST ELEVATOON