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Home My WebLink AboutSEPA E98-0035 - LAS VEGAS BOULEVARD CASINO - RESTAURANT AND CARD ROOMLAS VEGAS BLVD CASINO CONVERT EXISTING BUILDING TO RESTAURANT WITH CARD ROOM 14040 INTERURBAN AVE. S. E98-0035 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , L �. S r -c- HEREBY DECLARE THAT: Notice of Public Hearing K Determination of Non -Significance Project Name: jeh1-Lid Notice of Public Meeting Mitigated Determination of Non - Significance Project Number: Eq &-- 003S Board of Adjustment Agenda Pkt Mailer's Signature: Determination of Significance & Scoping Notice a - Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit _ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mai led to each of the addresses listed on this /27' day ofJ)J_y in the year 20 Of P:GINAWYNETTA/FORMS/AFFIDAVIT-MAIL 08/29/003:31 PM Project Name: jeh1-Lid C A L 09- 6 W r Project Number: Eq &-- 003S Mailer's Signature: AilLe104& a - Person requesting mailing: (V)44, 6l. P:GINAWYNETTA/FORMS/AFFIDAVIT-MAIL 08/29/003:31 PM CITY OF TUKWILA DETERMINATION OF NONSIGNIFICANCE (DNS) DESCRIPTION OF PROPOSAL: CONVERSION OF A MANUF PROPONENT: `�� LOCATION OF PROPOSAL, 'INCLUDING STREETADDRESS, ANY; ` . ADDRESS:*14040 INTERURBAN AVS PARCEL NO: OOO2 O0O4' ..'/ 3EC/TWN/R-i:, SW 1/4 SECTIOK[I4,'TDWN5HIP 23 NORTH, RANGE 4E`�!��., LEAD �� AGEN�(�'CTTY nF TU / �� FILE Nn� _ �w�L8 '`� . \ The City have a probable' significant adverse impact -o the environTent. An environmental impact semant (EIS)!lsr�vt re� ui\~ U"der' RCW 43.21o.030(2)(o) . This decision was madeafter ' environmental/�� oheoklis nd other or/ oh file Wlead agency. Thi's informatjdn js�vailo d°the 'publi ^ .', � ' ^. - , _^'� - ' ,� i This DNS ed under WAC 1�7-l1- 4OT s must be'/submltted by -^^ a ` ill n Ct �� _�� ed �a noy`m �� ot�aon this proposal for 14 days from the b datealo.'� � �,� y ��,:` '� `�_ ' , �. `�"/!' _____________________________ .-,-` �-^- »'' !.u�/�_/ � �'-u�� r,'. � Tukwila; �_, � ' City of Tukwila��`i�O6) 431-3670 ' 6300 Southoentar d `' '~ ' *' Tukwila, WA 9818B,''' ' '� .a�`�^�' \-..- ,-- Copies of the procedures for eavailable with the Department of Community Davalomerd.�'�`-'—�`�~ Steve Lanoaste�/�Raspomsibla Official O TO THE FILE July 6, 2001 To: From: Re: Received: Project File No. E98-0035 Grand Central Casino Alexa Berlow, Associate Planner Staff Evaluation of Environmental Checklist December 29, 1998 Project Description: The proposal is to convert an existing building from manufacturing use to a retail commercial use, to establish a restaurant, lounge/banquet room, and card room. New construction will also be added. Most work will occur within the square foot area of the existing building (10,000 square feet), to the exterior of the building. An existing graveled parking area and storage area will be paved. Landscaping and vegetation will be added. Proponent: Rick Lent, Merrick Lentz Architects Location: 14040 Interurban Avenue South, Tukwila, WA SW1/4 of section 14, Township 23North, Range 4E. Date prepared July 6, 2001 Lead Agency: City of Tukwila, Department of Community Development Challenges to Document: None P:\file\sepa memo — grand central casino MCI Worldcom SEPA — Memo to the File File Number E2000-022 Page 2 Other Agencies of Jurisdiction: None Recommendation: (DNS) Determination of Non -Significance Summary of Interdepartmental Comments (to be completed prior to issuance of Building Permit): The applicant shall contact Ryan Larson, Senior Surface Water Engineer. The dike at the area proposed is low and allows some localized flooding. Prior to issuing a building permit, the applicant shall discuss dike elevations with Ryan Larson. A copy of Chapter 1, of the Surface Water Design Manual is attached for reference. A. BACKGROUND This proposal was submitted December 29, 1998. The application was found incomplete on January 22, 1999. Subsequently, the Citv of Tukwila passed a six month moratorium on the establishment of new gambling uses February 1, 1999. The moratorium was lifted June 14, 2000. The applicant submitted revisions for completeness review December 15, 2000. The proposal was determined complete on February 8, 2001. Comments to Individual SEPA Checklist Items: Item 8: Materials related to surface water design may be required, per comments from lead agency review. Item 10: The following City of Tukwila permits are required, in connection with this SEPA Checklist. Design Review, Shoreline Substantial Development Lot Consolidation, and building permits. Item 11: The proposal is to convert an existing building from manufacturing use to a retail commercial use, to establish a restaurant and card room. Work will occur within the square foot area of the existing building (10,000 square feet. Modifications will be made to the exterior of the building. An existing graveled parking area and storage area will be paved, and landscaping will be added. Item 12: The work will be conducted at 14040 Interurban Avenue South. This building is located in SW1/4 of section 14, Township 23North, Range 4E. 2 • • MCI Worldcom SEPA — Memo to the File File Number E2000-022 Page 3 B. ENVIRONMENTAL IMPACTS Following is a summary of the applicant's response to the SEPA checklist. Staff has provided additional comments when necessary: Earth The site is flat, other than the slope at the riverbank. This slope ranges from 32 to 62.5%. Soil type is generally sand and gravel. No filling is proposed. Grading would be to prepare soil for paving only. Approximately 80 % will be covered with impervious surfaces after project construction. Air Dust and auto emissions after project completion would result Water Surface Water: Surface water is adjacent to the Duwamish River. The project will require resurfacing the parking areas, adding new landscaping, and rebuilding exterior walls of two existing buildings. Drainage review will be required at the time of building permit submittal. (See lead agency interdepartmental comments section above). The flood elevation is 21.15. Most of the site is below 22. Water Runoff The existing storm drainage system will be retained. Drainage review will be required at the time of building permit submittal. (See lead agency interdepartmental comments section above). It is anticipated that any waste materials will not likely enter ground or surface water. Parking areas will be resurfaced to assure proper drainage into existing catch basins. Plants Types of vegetation found on the site include the following: evergreen trees (fir, cedar, pine, and other), and grass. Site has virtually no existing vegetation. The site will be landscape per landscape plan, to be reviewed. 3 MCI Worldcom SEPA — Memo to the File File Number E2000-022 Page 4 Animals Mice and fish, other than bass, salmon, trout, herring, and shellfish are observed on or near the site. Salmon migrate past the site. No particular measures to preserve or enhance wildlife are necessary. Energy/Natural Resources Electrical and natural has will be used to meet the energy needs of the completed project. Electrical resources will be needed for cooling, building power and lighting. Natural gas resources will be needed for heating and cooking. Energy efficient equipment will be necessary. Environmental Health Noise impact will occur from traffic. Any noise will be similar to level and intensity to adjacent uses and streets. No mitigation would be required. See Traffic Impact Analysis, prepared November 5, 1998 and memo from Cyndy Knighton, City of Tukwila, prepared June 28, 2001 regarding supplemental comments to the report (Attached). Land/Shoreline Uses The current use of the site is manufacturing and auto sales. The current zoning classification is Commercial/Light Industrial. The current comprehensive plan designation is Commercial/Light Industrial. The current shoreline master program designation is "Urban". Portions of the site and proposed work area are located within the Shoreline Management Zone. Current structures on the site include; one manufacturing building; one auto sales office and/or storage; and one storage building. Approximately 180 persons will work in the completed project. The total number would be divided into three shifts; each shift would be 24 hours. The completed project would displace 10 workers. Residents are not affected by this proposal. Aesthetics Existing structures are 45 feet in height, maximum. Exterior dryvit with glass and decorative features and detailing are proposed as materials for the exterior of the building. 4 • • MCI Worldcom SEPA — Memo to the File File Number E2000-022 Page 5 This proposal is subject to Board of Architectural Review approval. Light/Glare Decorative lighting plus parking and walkway lighting will be included in the site design. Lighting will occur from dusk until dawn, seven days per week. Shields for glare reduction will be used to reduce glare to other buildings and on the shoreline. Recreation Foster Golf Course and a pathway to public recreation trail are adjacent to the property. The project will not displace any existing uses. Should any portion of the project impact wither of the public recreational uses, during this current construction or in the future, further review will be necessary by select departments of the lead agency (City of Tukwila). Transportation The property is adjacent to Interurban Avenue South. Existing access to the site from S. 140th and S. 14151 Street will be retained. The site is adjacent to public transit. The approximate distance to the nearest transit stop is within 1/8 of a mile. 118 parking spaces will be available since existing parking areas will be resurfaced only. S. 140th Street will be relocated northwest into an existing right-of-way. Existing curbs and public recreation path will be retained. The project provides a net loss of 13 vehicular trips from previous uses, on and adjacent to the site. Peak volumes are anticipated to occur after 7pm. Public Services Utilities All public utilities are available at the site. All existing utilities will be retained. Cable television will be added. 5 Approved: Jack &e, Planning Manager MCI Worldcom SEPA — Memo to the File File Number E2000-022 Page 6 a-61 Date: 6 • March 16, 2001 Alexa Berlow City of Tukwila 6300 Southcenter Blvd. Tukwila, Washington 98188 MERRICK LENTZ ARCHITECT RE: Name Change for Project to Grand Central Casino 14040 Interurban Avenue South Project Numbers E98-0035, L98-0101, L98-0102 Dear Alexa: • Due to difficulties in complying with nationwide copyright and trademark laws, the previous names proposed for this project are not available for our use. Therefore, this project will be renamed the Grand Central Casino. This name and the modifications to the building exterior have now been resolved and will be in effect for the duration of the project. This will affect the permits for Shoreline Substantial Development, SEPA and Design Review. From our previous correspondence, we understand that the application for Conditional Use #L98-0100 previously applied for will not be necessary for this project, and will be cancelled. Thank you for your continuing assistance with this project. Sincerely, Merrick lentz architect Merrick D. Lentz Principal Architect 1800 - 136th Place N.E., Suite 100 Bellevue, Washington 98005 425/747-3177 ■ FAX 425/747-7149 E -Mail mlarch@isomedia.com Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /, HEREBY DECLARE THAT: Notice of Public Hearing Project Number: LIE' dlD, Determination of Non -Significance Person requesting.mai1ing:Q.&xa_ Notice of Public Meeting Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda 1 Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __FAX __Mail: To Seattle Times Classifieds Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this j5 day of Leh in the year 20 0/ P:GINAWYNETTA/FORMS/AFFIDAVIT-MAIL 02/09/012:17 PM Project Name: ;/21 #'Yi( ie to a-rGh'1ect Project Number: LIE' dlD, Mailer's Signature: Person requesting.mai1ing:Q.&xa_ P:GINAWYNETTA/FORMS/AFFIDAVIT-MAIL 02/09/012:17 PM CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFE ll )AVIT OF I:\ STALLATIOAND POSTI\ G OF PUBLIC INFORVIATION SIGH (S) State of Washington County of King City of Tukwila 1 MWIGK LETl72— (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 on Fes. l9' 2001 the Public Notice Board(s) in accordance with Section 18.104.110 and other applicable guidelines were posted on the property located at 14174.O IrtCfAUR6Pt J ANE. 5. so as to be clearly seen from each right -of -way providing primary vehicular access to the property for application file number L15 -0 tot EqR -0035 .11:41/ All"K Affiant (Applicant Signa SUBSCRIBED AND SWORN to before me this/9. day oQLY/,!1/rcyI 2001 �/ 41101' Alf NOTARY PUBLIC in and fps the State of Washington residing at My commission expires on 9—off 9,- Cizy of Tukwila • • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED: February 9, 2001 The following applications have been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Merrick Lentz Architect LOCATION: 14040 Interurban Avenue South FILE NUMBERS: L98-0102 (Shoreline Substantial Development) PROPOSAL: Proposal to convert an existing manufacturing building to a restaurant and card room. The proposal would also include paving of existing parking, auto storage space, landscaping, and improvements to the elevation OTHER REQUIRED LAND USE PERMITS: L98-0101 (Design Review) E98-0035 SEPA (State Environmental Policy Review) These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431-3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on Monday, March 5, 2001. For information on the date and time of the public hearing, please contact the Department at (206) 431-3670. If you cannot submit comments in writing by the cutoff date indicated above, you may still appear at the hearing and give your comments on the proposal before the Planning Commission. If you have questions about this proposal contact Alexa Berlow, Planner -in -charge of this file. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. APPEALS You may request a copy of any decision by the Planning Commission on a project or obtain information on your appeal rights by contacting the Department of Community Development at 431-3670. A decision from the Planning Commission may be appealed to the City Council. DATE OF APPLICATION: NOTICE OF COMPLETE APPLICATION: NOTICE OF APPLICATION POSTED: December 29, 1998 January 19, 2001 February 12, 2001 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 --4 GRAPHIC SCALE 120 IN FEET ) 1 Inch - 30 fl. UNPUBLISHED E,N100000 ON00Ynlcc, MERRICK LENTZ ARCHITECT gravel parking/dumpirl\g_reel \ �g \ • \ —+e 0•44404 ��. dam°`. o..w�• STAKING PIAN I SHED `"?Qaegtov.•"::CAD• 0 00.401:(0000.e112 A. 000 opo00900..0.0.0.ee0.Q.00c 0000oo00 F I FT.17.36 e' NEW 6' SIGH I\OBSCURING FENCE 'NO PARKINGC.� BEFORE 11 AN FOR IRASIy PICKUP' 14•111-40,0100100f • 5112159 N n rT 1 • T • 1 - 130. Place .., awl. Ino 423/.:6. ml , ia`� ieh il4n .red«..m.aLre.e PROJECT NAAJE 11, S BIG APPLE $, CASINO TREES Htte n440froa woo PP ...o.n ....419 On co .10.7 eat TYPICAL PLANTING DETAILS Par p 40.46 PLANT LIST piano PPP •.roort'Artod Toe. Hap* la= -�—.q Ie..0. Sea a• Wow w*«^. die • e w w ....r. K, otentnato too. K• "� WO 41 i 0 . trpt loon 0`41'1,4.100 .w .• 00 no, a•e..p.:...tel, A. 7 ; a.b.rP.rl 2 w... - D..P.. a• stoop 8 - ;n«,.9.....RP Co* _ BIB 10.� d .. Opp • Em d 00. 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Pelo.Olw .t .00'99000 pr..., work in 900Bot r0..pPoo-Pro«W. u.m u., .0i., ru0 14 � qua p Pon warms 119 •. ..ue . to coomprompt ple19InotallatIon h9 We..w .t tand•o•pe =AL or qun p.0hp0 .� ppltane ant oaf not. for We d IW00J. F0 1•i.a10»Mry 1300 pu nolo. fw0e on uw0 Pr.. gi arrOcant I-ERIANA EI-RLICH DESIGNS trreccre achtecrtze ale AT'09 713 nom 73 street sect . v.0 9603 Rea 2000-1995-6004 F. 205-706-<855 TUKWILA • DRAWING TITLE LANDSCAPE PLANTIN1 . PLAN DATE DECEMBER IS, 2000 DRAWN BY HE CHECKED BY . REVISIONS . L—I • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director LETTER OF COMPLETE APPLICATION February 8, 2001 Rick Lentz Merrick Lentz Architect 1800 — 136th Place N.E., Suite 100 Bellevue, Washington 98005 RE: Big Apple Casino Shoreline Substantial Development L98-0101 SEPA E98-0035 Dear Rick Lentz: This letter is to notify you that your applications for shoreline development and your request for SEPA review, for the proposal to develop a restaurant and cardroom at 14040 Interurban Avenue South, has been found complete as of January 19, 2000. Within the next 14 days, you must attach a laminated forms for each application on your notice board. For instructions and timelines to install a notice board on the site, please refer to Attachment B - Public Information Signs in the application packet. After the form has been installed, please drop off a signed Affidavit of Posting to show proof that the notice board and proper notices have been installed. You will be responsible for removing the notice board from the site once your application has been approved and finalized, and when all public comment periods have terminated. I will notify you when this laminated form is ready for you to pick up. This determination of Complete Application does not preclude the City to request revisions to your proposal through the formal project review phase. This is now underway. Your application will be routed to appropriate departments for internal review, and any revision comments made back to you within 21 days of this notice. This is to insure that your proposal meets the substantive requirements of the zoning code and goals of the Comprehensive Plan. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 • • Big Apple Casino L98-0102 (Shoreline Substantial Development); E98-0035 (SEPA Checklist) Page 2 Please submit a written request to change the name of your project proposal. The decision ta change the name is not currently affecting review of your project, though any confusion on the name could cause delays at any time during the review process. Please address your letter: Brenda Holt, Permit Coordinator, Department of Community Development, 6300 Southcenter Boulevard, Suite 100, Tukwila, WA 98188. If you have any questions please do not hesitate to contact me as planner -in -charge of your project at (206) 431-3673. Sincerely, 7q6Ka ((cIA/ Alexa Berlow Associate Planner cc: Reviewing City Departments Associated file L98-0105 (Design Review) • City of Tukwila Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director January 11, 2001 Rick Lentz Merrick Lentz Architect 1800 — 136`h Place N.E., Suite 100 Bellevue, Washington 98005 RE: Las Vegas Boulevard Casino L98-0102 (Design Review), L98-0101 (Shoreline Substantial Development) L98-0100 (Conditional Use), E98-0035 (SEPA) Dear Rick Lentz: This letter is in response to your letter of January 9, 2001, faxed on this day, requesting to continue review of land use permits L98-0101, L98-0102, L98-0100, and E98-0035, to develop Las Vegas Boulevard Casino, renamed Big Apple Casino. Your request to continue review of these land use permits is granted. This extension is valid for 120 calendar days from the date of expiration, November 22, 2000. The extension will apply to L98-0101 (Shoreline Substantial Development); E98-0035 (SEPA); and L98-0102 (Design Review). Permit number L98-0100 (Conditional Use) will no longer be required. Ordinance 1917, approved June 14, 2000 by City Council to allow certain house - banked social card games with up to 15 tables, will supercede the need to submit this permit application. The Department of Community Development will refund you the fee for this permit application. To date, the City of Tukwila has received revisions to the Shoreline Substantial Development and SEPA Review. Completeness review on these applications is underway. We have not received your permit application for Design Review. Please submit this as soon as possible. This will assist us to process your permit applications as expeditiously as possible. Otherwise, you have up to 120 calendar days from November 22, 2000 to submit the remaining application, though extending the time frame of your submittal can delay the approval of the permit applications that are currently under review. A copy of the comments is attached for your convenience. This letter also is to clarify the statement you made in your letter, second paragraph, about building in the river environment, the first forty feet (40 ft) measured from the mean high water mark. Development in the river environment is allowed, but only the uses listed in Chapter 18.44.130 of the Tukwila Municipal Code. A copy of this section of the code is attached for your convenience. Redevelopment of an existing structure may also occur in the river environment, however, the building footprint of the exiting building may not be extended into the river environment. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206-431-3670 • Fax: 206-431-3665 4-':1-a001 12:42 FROM:CMA RST.S& 1 4257477149 '.January 9, 2001 •Mr...Jack P, Pace, Planning Manager • Department of Community Development City:of Tukwila . • • 6300 Southcentcr Boulevard • • Tukwila,,Washington 98188-2544.•' RE; . • 13ig Apple Casino(.Rcnamcd,— was Las' Vegas Boulevard Casino) • L93-0102 Shoreline; Permit L9S-0101 Design Review L98-0100) Conditional Use . • k9,f3-0035 SEPA Clieelclist MERRICK 'LENTZ ARC ECT TO: n64313665 P.001/001 ' 1)ear•Mr, Pace: • Applications for.* projects lisitccl above wtire. subtnitiect at•Dccctnbcr 23, 1993 fof initi€il "' . review. On January 22, 1999'Noticcs of lncomp[ete Appl teat ion.were sent, On Feb}-uary 1, 1999... ' the city instituted a moratorium on: casinos. that prevented us from proceeding with ithe r•rojcr-t .until that was resolved. Another requitement for the project was.to complete. the vacati :, j prc:cess . for Mauls Avenue. These issues were cleared.. this fall:and we weri able to proceed with the • responses to the initial notices, • • ' • 1 • •, Diat•ing the original pre -application mceting.,[t ,was proposed to•providc tenant itnprovernent,; to • • •, the' existing building, including the•portiort that was locat4 within the 40' River Environment: It'• vas our understanding from that meeting that this would be allowed as long as the rootprint area . • ' was•not• modified, 1;n meeting with:you and Alexa Barlow earlier this, year, it was made clear:that no portion of the .building would be allowed to remain within the river cnvirontnen •. It was also . r 'thart. x crr'o-fe-I e • ' • - • ie• to a mdre compa.,x e w t tlhe area:'As a . result of these recommendation, tate application has been modified to incorporate this information.=I----- _ ., ii . ' da— . 1 was not informed that the city had set a firm expiation date of November 22 forthis,project, • • The work described above regriired,nzuch•stndy and modification: of the proposal. We were also • . • waiting to receive. a decision from tate city on the resolution of the 140th. Street i,tnpcovz.;newts that . :presently'lie on the'subject property and interfere with the site development proposed. Respcnse ,from the city on this subject has not yet been offered -even though requests for sorne resolutipn. • were submitted months ago. . • 'It is the desire of the client to•devclop this•project: We alk that you allow these.revie*s to be able to. continue so that the project can proceed. If you have any questiorts 1 wou Id be happy to ' • . respond, We would appreciate hearing of your decision at your earliest convenience. Sincerely, • •.. • MERRICK LENTZ' ARCHITECT ' M'crrick,D. Lentz Principal.Architcet , 1800 -135th Place'N.E.. Suite 100 Bollcvue, Wa9hington 98005 425n47-3171 ■ FAX 425/747-7I49 E -Mail rniarchftecttaisomedia.com City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431-3670 Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4D . z1 i (LOCO Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit is Issued Plan Check/Permit Number: 6i`3 - (D I D 2 1 e)-003 Project Name: 1314 A L (A iw o C Fo17 lY1-(SL) 1.6 V EZ 6 60i CA5)1.1-1,-) Project Address: 1404-0 1 K rt U.Phf3JE S . Contact Person: Rt(X. Ll~ 1 s(2- Phone Number: 4-Z,5 - 1*i 3 vr7 Summary of Revision: f VO1 V my-AINE ,}-6, DQA'14.)1t'3Z beYh.PL&5ti er)12: m\) C G v C-Li ) f i 40 121 ( ' S -Eo lam' r P Llh A rO EUNA I ori) co► Pt e-Nt a.1' J A'C1,o srr6 MoL Mph U _. th84t5 p t,\110E) ' 22 ZS of A G c &5f Sheet Number(s): M , 1 A3 Ltl L1- 3 St ) el) (Au- fin( 55v60) 1 T 7413) "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Sierra on 08/30/00 December15, 2000 Alexa Burlow City of Tukwula .6300 Southcenter Boulevard, Suite 100 Tukwila,Washington 98188" : '. : Big Apple Casino --(Renamed— was Las Vegas Boulevard Casino) L98-0102 Shoreline. Permit E98-0035 SEPA Checklist Dear Alexa: This letter is in response to_the Notice of Incomplete Application for this project, dated January 22, 1999. The delay in responding has been caused by the process to vacate Maule Avenue, and the recently removed moratorium on casino projects by the city: Since both of these issues are now resolved, we would like to •continue the review process. 'Plans have been updated t demolish the po:•tion of existing building footprints that lie ..within the 40' River Environment.•The:building elevations have also been modified to simplify the appearance as discussed earlier. This information is updated with this response. One issue still to be. resolved is theSouth.140`h Street. improvement, constructed outside •...'of its right-of-way, and lying on the' subject property. This application shows the street • being Jelocated back•to.its proper position within the.right-of way..This,.or another mutually acceptable solution, must be accomplished to allow parking for at least 135 vehicles.for the proposed _project. This.has been an issue since October 1998 and has yet to be addressed by Public. Works: __ The responses to the Notice are as follows: - Shoreline. Permit Items a: The -location of the Ordinary High Water Mark is shown on the plans as directed .by, city staff. . - b:. The.correct locations of the River Environment, Low Impact Environment and High Impact Environmentare indicated on the plans. The building as redesigned is less than 35' high in the Low Impact. Environment, as shown on the revised elevations. • • 1800 -.136th Place N.E., Suite 100 • Bellevue, Washington 98005 425/747-3177 1 FAX 425/747-7149 E -Mail mlarchitect@isomedia.com c.. Shoreline cross-sections .are included in the civil engineering drawings. d. The engineered storm drainage system and reports.are provided e. Plans are stamped and signed by the responsible parties. - f: The Survey has been converted to the NGVD 1929:datum. SEPA Checklist Items a. Additional mailing.labels are provided- as requested. b. Pages 22 and 23•of the SEPA Checklist are provided. Thank you for your assistance with this project. We_will now be proceeding with the consolidated Design Review and, Conditional Use applications, and will be bringing these in to you shortly:'. Sincerely, '.` .— -- MERRICK.LENTZ ARCHITECT :Merrick D. Lentz.. - Principal Architect June 22, 2000 Rick Lentz Merrick Lentz Architect 1800 — 136th Place N.E.Suite 100 Bellevue, Washington 98005 RE: Las Vegas Boulevard Restaurant and Cardroom Conditional Use (File Number L98-0100) Design Review (File Number L98-0101) Shoreline Substantial Development (File Number L98-0102) SEPA Environmental Checklist (File Number E98-0035) Dear Rick Lentz: This letter is to notify you that the moratorium excluding new gambling uses, Ordinance, has been lifted by the City of Tukwila Ordinance 1917. This ordinance was approved by City Council June 14, 2000. Ordinance 1917 repeals ordinance Numbers 1867, 1873, and 1893, which affected your development, permits. A copy of Ordinance 1917 is attached for your reference. To date, your project remains incomplete. I am aware that several issues on the list of incompleteness have been addressed. Other issues are also investigated or in progress. I have attached a copy of the Notice of Incomplete Application letters for the Shoreline Permit and SEPA Checklist, and for the Design Review and Conditional Use Permits. Please call me at your earliest convenience to discuss the remaining items and a timeline for your response for completeness. I am in the office Mondays, Wednesdays, and Fridays. The direct line telephone number to my desk is (206) 431-3673. Sincerely, Alexa Berlow Associate Planner City of Tukwila Washington Ordinance No. /19 / 7 AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, CREATING A NEW TMC CHAPTER 4.10 PROHIBITING CERTAIN GAMBLING ACTIVITIES; REPEALING ORDINANCE NOS. 1867, 1873 AND 1893; PROVIDING FOR SEVERABILITY; AND ESTABLISHING AN EFFECTIVE DATE. WHEREAS, the State legislature and State Gambling Commission have expanded the ability of establishments holding gambling llcenses to conduct house -banked social card games as a commercial stimulant so that such establishments may operate up to 15 tables of house -banked social card games (house - banked cardrooms also known as "mini -casinos"); and WHEREAS, that type of gambling activity is distinct from other existing types of gambling activities, including player -funded social card games, pull tabs, and punch boards; and WHEREAS, as a' result of this change there has been a great proliferation of mini -casinos in the region; and WHEREAS, the City of Tukwila adopted a Comprehensive Plan in compliance with the Growth Management Act, and a Zoning Code and development regulations consistent with that Comprehensive Plan; and WHEREAS, the City did not address mini -casinos within its Comprehensive Plan, Zoning Code, or development regulations; and WHEREAS, there is ambiguity in the legal opinions on whether the City has any zoning authority with respect to mini -casinos (the Gambling Commission maintains that cities have no authority to zone); and WHEREAS, other jurisdictions that took specific actions to address gambling issues have been subjected to both threatened and real legal challenges; and WHEREAS, the State legislature was considering the issue of whether local jurisdictions should be provided with express authority to zone gambling establishments; and WHEREAS, due to the City not addressing mini -casinos within its Comprehensive Plan, Zoning Code, and development regulations, due to the legal uncertainties, and due to the lack of direction from the State legislature, the City imposed a moratorium on the acceptance of applications related to the development of gambling establishments, so that it could carefully consider public input on the issues, consider the use within its land use policies and its Comprehensive Plan, and so that it could gain guidance from the State legislature; and WHEREAS, it is now apparent that the State legislature will not provide that guidance to the cities on whether local jurisdictions have zoning authority; and WHEREAS, the City is aware that it does have the authority to prohibit such uses within the City pursuant to RCW 9.46.295; and WHEREAS, because the Gambling Commission has taken the controversial legal position that cities may not exercise zoning authority with respect to gambling establishments, the City is left with the options of either allowing gambling establishments anywhere within the City or allowing no such uses within the City; and 1 WHEREAS, there are four existing mini -casino establishments with identified locations within the City: Riverside Casino at 14060 Interurban Avenue South, Golden Nugget Casino at 14025 Interurban Avenue South, Silver Dollar at 14027 Interurban Avenue South, and Pete's Flying Aces at 14101 Tukwila International Boulevard; and WHEREAS, there is a proposed mini -casino establishment with an Identified location within the City, Las Vegas Boulevard Casino at 14040 Interurban Avenue South, which has applied for a State gambling license, which has submitted development permit applications to the City prior to the effective date of the City's moratorium, and which has Invested considerable capital toward that proposed establishment; and WHEREAS, the City's moratorium will expire on July 14, 2000; and WHEREAS, the City desires that the existing mini -casinos and the proposed mini -casino may continue in operation within the City as currently located; and WHEREAS, in April, 2000, the City conducted an inventory of the areas devoted to house -banked social card games in each of Tukwila's four existing mini -casinos and found that these areas range from 1,500 square feet to 2,500 square feet in size; and WHEREAS, the City wishes to provide sufficient flexibility in regard to the size of the physical premises associated with mini -casinos, so as to not interfere with the ability of each mini -casino to comply with State gambling regulations; and WHEREAS, the City desires to ban all other house -banked social card games within the City pursuant to the authority provided to it under RCW 9.46.295; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF TUKWILA, WASHINGTON, DO ORDAIN AS FOLLOWS: Section 1. New Chapter 4.10 Added. A new Chapter 4.10, entitled "Certain Gambling Activities Prohibited", shall be added to the Tukwila Municipal Code, to read as follows: Chapter 4.10 CERTAIN GAMBLING ACTIVITIES PROHIBITED 4.10.010 Certain gambling activities prohibited. A. Prohibited activities. Any license issued under the authority of state law to engage in any gambling activity shall be legal authority to engage in those gambling activities for which the license was issued throughout the City, except that the City, in accordance with RCW 9.46.295, as the same now exists or may hereafter be amended, prohibits the conduct or operation of house -banked social card games as a commercial stimulant, as defined in RCW 9.46.0217 and RCW 9.46.0282. B. Exceptions. The following businesses ("Excepted Businesses") are excepted from 4.10.010.k 1. Those businesses conducting or operating house -banked social card games as a commercial stimulant within the City on the effective date of this ordinance may continue to do so. 2. Those businesses for which a gambling license has been suspended or revoked by the Washington State Gambling Commission as of the effective date of this ordinance may resume the operation of house -banked social card games under the provisions of this ordinance upon reinstatement of said gambling license by the Washington State Gambling Commission or by a court of law, regardless of the length of time that has elapsed between the suspension or revocation of the gambling license and its reinstatement. 3. Those businesses that have done all of the following prior to the effective date of the City's moratorium related to gambling activity development permit applications (February 1, 1999) are permitted to conduct or operate house -banked social card games as a commercial stimulant within the City: a. applied for a gambling license from the State to conduct or operate house -banked social card games as a commercial stimulant; and b. identified a specific location within the City for its business establishment; and c. submitted development applications to the City. • 4.10.020 Excepted businesses' expansion of business premises limited. A. An excepted business identified in TMC 4.10.010.B.1 can continue to conduct or operate house - banked social card games as a commercial stimulant within the City, and it may Intensify the operation of house -banked social card games, so long as the area devoted to the playing of house -banked social card games in.the excepted business does not exceed 4,000 square feet in area. If the area devoted to the playing of house -banked social card games in an excepted business under 4.10.010.B.1 exceeds this 4,000 square foot maximum, it can no longer conduct house -banked social card games within the City and it falls within the prohibition set forth in TMC 4.10.010A B. An excepted business identified in TMC 4.10.010.B.2 can, upon completion of its physical premises, conduct or operate house -banked social card games as a commercial stimulant within the City within the premises as constructed, and it may intensify the operation of house -banked social card games, so long as the area devoted to the playing of house -banked social card games in the excepted business does not exceed 4,000 square feet in area. If the area devoted to the playing of house -banked social card games in an excepted business under TMC 4.10.010.B.2 exceeds this 4,000 square foot maximum, It can no longer conduct house -banked social card games within the City and it falls within the prohibition set forth in TMC 4.10.010A C. Nothing in this section shall limit the construction or expansion of a business premises for purposes other than the operation of house -banked social card games if such purposes are otherwise allowed by CIty Code. 4.10.030 Excepted businesses' discontinuation of use. A. An excepted business identified in TMC 4.10.010.B.1 or 2 can continue to conduct or operate house -banked social card games as a commercial stimulant within the City so long as the excepted business does not discontinue the operation of house -banked social card games for a continuous four-month period within one year or for more than a total of 180 days within any two-year period. If an excepted business discontinues its use as described in this section, it can no longer conduct house -banked social card games within the City and it falls within the prohibition set forth in TMC 4.10.010.A, except as provided in subsection B, C and D of this section. B. Should the physical premises of an excepted business (as identified in TMC 4.10.010.B) be destroyed as the result of a fire, flood, earthquake or other natural disaster, it may be reconstructed subject to all of the following conditions: 1. The excepted business applies for all required City, state and federal permits within 60 days from the date of the fire, flood, earthquake or other natural disaster. 2. The excepted business obtains all required City, state and federal permits within one year from the date of the fire, flood, earthquake or other natural disaster. 3. The excepted business devotes no more than the maximum of 4,000 square feet for the playing of house -banked social card games. C. An excepted business (as identified in TMC 4.10.010.B) may construct a new physical premises on the property it currently occupies, subject to all of the following conditions: 1. The excepted business applles for, and receives, all required CIty, state and federal permits for the new premises. 2. The excepted business devotes no more than the maximum of 4,000 square feet in the new premises for the playing of house -banked social card games. 3. The old physical premises of the excepted business is demolished prior to the issuance of a City of Tukwila Certificate of Occupancy for the new premises. However, the new physical premises may be occupied prior to the demolition of the old physical premises subject to all of the following conditions: a) the old premises is closed to the public; and b) a financial security (such as a surety bond, irrevocable letter of credit, assignment of account or cash deposit) is provided to the City of Tukwila (1n form and content satisfactory to the City Attorney) in the amount of 150% of the total estimated cost of the demolition of the old physical premises. _1..._. L.4. _,nnn 3 D. An excepted business (as identified in TMC 4.10.010(B) whose gambling license is suspended or revoked by the Washington State Gambling Commission may resume the operation of house -banked social card games under the provisions of this ordinance upon reinstatement of said gambling license by the Washington State Gambling Commission or a court of law regardless of the length of time that has elapsed between said suspension or revocation of the gambling license and its reinstatement. 4.10.040 Excepted businesses' change of business location. An excepted business identified In TMC 4.10.010.B.1 or 2 can continue to conduct or operate house - banked social card games as a commercial stimulant within the City so long as the excepted business continues to conduct its business where it is currently located and does not relocate Its business to another premises within the City. If an excepted business relocates its business, it can no longer conduct house - banked social card games within the City and it falls within the prohibition set forth in TMC 4.10.010.A. Section 2. Repealer. Ordinance No. 1867 imposing a moratorium, and Ordinance Nos. 1873 and 1893 extending the effect of that moratorium, are hereby repealed on the effective date of this ordinance. Section 3. Severability. If any section, subsection, paragraph, sentence, clause or phrase of this ordinance or its application to any person or situation should be held to be invalid or unconstitutional for any reason by a court of competent jurisdiction, such invalidity or unconstitutionality shall not affect the validity or constitutionality of the remaining portions of this ordinance or its application to any other person or situation. Section 4. Effective Date. This ordinance or a summary thereof shall be published in the official newspaper of the City, and shall take effect and be in full force and effect five (5) days after passage and publication as provided by law. PASSED BY THE CITY OUNCIL OF THE TY OF TUKWILA, WASHINGTON, at a Regular Meeting thereof this. 4" day of , 2000. VY) tatk Steven M. Mullet, Mayor ATTEST/AUTHENTICATED: e E. Cantu, CMC, City Clerk APPROVED AS FORM: ee. By Office of tilC1t ttomey FILED WITH THE CITY CLERK: b -/- 0 a PASSED BY THE CITY COUNCIL: fo-s - PUBLISHED: 6 - 9— e9-2, EFFECTIVE DATE: 6 - /kin' ORDINANCE NO.: /9/ L 1,1,1,1 4 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director February 8, 1999 Rick Lentz Merrick Lentz Architect 1800 136th Place NE Suite 100 Bellevue, WA 98005 RE: Las Vegas Boulevard Casino Dear Mr. Lentz: I am writing to inform you that on February 1' the Tukwila City Council passed ordinance 1867 (enclosed) which started a six month moratorium on the establishment of new gambling uses. Like other communities, the Council is responding to recent changes in state law by seeking time to explore its options regarding the siting of mini casinos and other gambling establishments. This action affects your permit applications because they are still incomplete. I have enclosed the "vesting" section of our Zoning Code. The City is considering ways to allow you to continue working on some elements of your proposed project despite the moratorium. For example, you may continue to work to resolve the issues around the Maule Avenue vacation, file for lot consolidation for the site, and conduct the traffic and parking studies. Of course the Council may adopt regulations that prohibit your intended development, so all work during the moratorium period would be at your own risk and not vest you with any rights for a gambling use. If you would like to meet to discuss the project or have any questions please call me at (206) 433- 7141. Sincerely, Nora Gierloff Associate Planner CC: Gary Barnett, Public Works Graham Black, City Attorney Enclosures. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director January 22, 1999 NOTICE OF INCOMPLETE APPLICATION Rick Lentz Merrick Lentz Architect 1800 136t Place NE Suite 100 Bellevue, WA 98005 RE: Las Vegas Boulevard Casino L98-0102horeline Permit E98-0035, SEPA Checklist Dear Mr. Lentz: As we discussed earlier I am treating the SEPA and Shoreline applications separately from the consolidated Design Review and Conditional Use applications. Please let me know if you have changed your mind about this approach. Your SEPA and Shoreline applications for the Las Vegas Boulevard Casino located at 14040 Interurban Avenue South in Tukwila have been found to be incomplete. In order to be complete, the following must be submitted to the permit center: Shoreline Permit Items a. Show the location of the mean high water mark (MHWM) on the drawings. b. Show the correct locations of the River Environment, Low Impact Environment and High Impact Environment on the drawings (see enclosed Figure 18-1). There is a 35 foot height limit in the Low Impact Environment, please review the architectural drawings to make sure that the additions will comply with the standard. c. Provide two shoreline cross sections at representative locations. d. This project triggers an engineered storm drainage design. Please provide a conceptual storm drainage design along with a narrative description of how your project relates to the Army Corps of Engineers requirements, Department of Ecology Manual and special requirements of the King County Surface Water Design Manual. e. Have the responsible party (architect, landscape architect, surveyor) stamp and sign each drawing. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax: (206) 431-3665 Notice of Incompleteness Page 2 f. Reference the survey to the NGVD 1929 datum or provide an equation to convert from NAVD 88 to 29. SEPA Checklist Items a. The public notice radius is incorrect, see annotated Assessor's Maps. Please submit 2 copies of the additional labels. b. Complete the attached pages 22 and 23 of the SEPA Checklist. In addition, while it is not a completeness requirement, I urge you to start preliminary discussions with the other agencies with jurisdiction over your Shoreline Permit including King County DNR, State Department of Fish and Wildlife, State Department of Ecology and the Muckleshoot Indian Tribe. Your approach to the project is that because you are working within the footprints of the existing structures no additional riverbank stabilization or habitat enhancement is required. Your permitting will go more quickly if that approach is accepted by the other agencies. Upon receipt of the listed items, the City will re -review them for completeness and will mail you written notification of completeness or incompleteness within 14 days. These applications will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to Section 18.105.070(E). If you have any questions with this matter please call me at (206) 433-7141. Sincerely, Nora Gierloff Associate Planner CC: Gary Barnett, Public Works Nick Olivas, Fire Department Enclosures. MERRICK LENTZ ARC I 'EC' City of Tukwila , 6300 Southcenter Boulevard ' Tukwila, Washington . (98188) • Carol Lumb • Las Vegas Boulevard Resta titan Tukwila, Washington date: ., December 29, 1998 from: Rick Lentz Per our recent discussion, we are subthitting'for SEPA, Design Review, Conditional Use and Shoreline Substantial' Development Permit reviews. In order to determine the correct number ot submittals of each document, due to overlap of requirements, we aresubmitting ONE each : of the following: andCardroorn $2625 Fee ($325 -SEPA; $550%.- Shoreline; $900 =Design -Review; $'900'- CUP) CUP application, checklist, response • Design Review - application,: checklist,. response Shoreline - application, checklist, response • SEPA - application, •checklist Plans - Site Plan, Floor Plan, Elevations, Landsc'aping,. Survey, Drainage, Land Use One each 8 -y2) -(1.1,i -eduction -of each',plan Traffic Analysis • Colored Elevations for Colorboard Assessor Maps 2 each - Owner and Tenant Mailing Labels We understand that. the submittal will bereviewed for completeness and the actual number of '. submittals of each item will•be-identified, along With any other items that need,to be. - included: ,If there:areany questions or comments, please let'me know; • 1800.- 136th Place N.E.,'Suite 100 Bellevue, Washington 98005. '425/747-3177. • FAX 425/747-7149 , E -Mail inlarchitect@isomedia.com MERRICK LENTZ ARCIII 'EC to: • ' City of Tukwila ,6300 Southcenter Boulevard Tukwila, Washington (98188).; attn: Michael Jenkins re: Las Vegas Boulevard Restaurant and:Cardroom Tukwila,. Washington: date: December 29; 1998 from: Rick•Lentz •Asrrequested from our meeting-this,mornin,. we, are submitting six additional sets"gfplans, six each of the colored elevations and six, copies of the SEPA Checklist. -If :there is: more information needed,,please let ine know. Thanks for.,vour help with this project. 1800 = 136th" Place N.E., Suite 100 Bellevue, Washington"98005 425/747-3177 ■ FAX 425/747-7149 &Mailtnlarchitect@isomedia.com• CITY T C (JICWILA • Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 RECEIVED CITY OF TUKWILA DEC 2 9 1998 PERMIT CENTER SUBMITTAL REQUIREMENTS To submit for SEPA review, provide the items listed above to the Planning Division at 6300 Southcenter Boulevard, Room 100. 6 copies of the completed and signed environmental checklist. You may use the City's pre-printed form or you may re -type the questions on your computer. If you choose to re -type the form into your computer, be sure to do so accurately. Mistakes or omissions will increase the review time. 6 sets of the full size plans needed to clearly describe the proposed action. One set of plans reduced to 8.5" x 11". Four copies of supporting studies. One copy of the checklist application.. One set of mailing labels for all properties 500' from the subject property. (See address label worksheet.) ,I $325 filing fee. COMPLETING THE CHECKLIST The checklist contains several pages of questions which you are asked to answer. It covers a comprehensive set of topics. As a result, several of the questions may not apply to your project. If a particular question does not apply, simply write N/A underneath. HOWEVER, be aware that many questions apply despite appearing not to. Care needs to be taken in reading and answering the questions to ensure the appropriate response is provided. It is important that accurate and clear information be provided. You may not know all of the answers. Answer each question to the best of your ability. If we find an answer to be insufficient, the City may contact you to ask for more information. Sometimes, after reviewing the checklist, the City will ask you provide additional studies or information. Commonly requested information includes traffic analysis, site topography, soils studies and tree surveys. CITY OffkUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 RECEIVED CITY OF TUKWILA DEC 2 9 1998 PERMIT CENTER FOR STAFF.USE.ONLY Planner:: Receipt Number: Fife Number: 641g. Cross-reference files: Applicant notified of incomplete application:' 'Applicant notified of complete' application Notice ofa•pplication _issue ME;OF PROJECT /DEVELOPMENT:' LMS \ M PooU L VAKD GAs4 N10 B. LOCATION OF PROJECT DEVELOPMENT: (address and accessory parcel narnber(s)) 14 o4 -o (t -r L) e 1 BILE Soo -r+ 331v5go- Io336oS10- 1025 Quarter: Stn/ Section: 14 Township: 2StJ Range: 4 M (This information may be found on your tax statement) ROJECT.DESCRIPTION: 1-61•1A10 IMPKoVEMEW -Co Nc 51)1UDir.1 '5. cA4AWiE DF US - r-22cM MA -N1 ftcG7u-k4L1 To I� rp(0( / CA -Q -D R0oNI ; R tSo r ce Pk 4 i 00 )6 APPLICANT: NAME: E1C K LE--1\•TZ- l MEPR1cK LENTZ A ( 1-1:GT ADDRESS: 13OO 164 PL NC 601 iE (co 43ELL 10E (18005) PHONE: (427) 347- 3177 SIGNATURE: int4111-1W Fk(425) '24-7--)141 DATE: VeG. Iiv� I�`�� • RECEIVED CITY OF TUKWILA DEC 2 9 1998 PERMIT CENTER , ENVIRONMENTAL CHECKLIST A. BACKGROUND 1. Name of proposed project, if applicable: LA6•ViA6 $1*Vb. CA51>`lo Control No. Epic File No. Fee $ 325 Receipt No. 2. Name of applicant: RICK LENr7 /NltecICK I.t"A1'Cz .pttCi-l-CEG-r 3. Address and phone number of applicant and contact person: (4-26)-7477-3I-77 1f30o 13/04i1 PL NE SUITE Ioo bEUE41.5E WA51dir.10o11/41 16005 4. Date checklist prepared: Pf t'llefk i1Pt1' 1b 5. Agency requesting Checklist: City of Tukwila 6. Proposed timing or schedule (including phasing, if applicable): CoN Cttot4 5-rPrel- HP12IL 6005-MOL-DoN CoPAPf,E7t - JUL( 1111 7. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. tio1.lE PP eA .w of Kecw I(vcD 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. NONE KNOW til 10. List any government approvals or permits that will be needed for your proposal. Des►4 tial R/I Enl coN0rnoI4AL uSe. ?eennr( SU: At T _Solt)01 N4 ft2Arr3 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 this 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 andalternatives of your proposal and should not be summarized here. cooV T acti,.. _� ► �� •'M tV1/lwiEtcroeu.1c% use TO l?.ES1Ao s t is A r ' ••A11 VJDfeC ln1 WO TIWAtz-C 11nfgalIE'(►\E JT to u powricptTloN`S • IP►Z ,t I .' ,J_ a_k IPa 0 • _dit iat , LAN9S(sQlhlct• 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 applica- tions related to this checklist. P')LT `Co 6E tsutLT Ptd 14040 tr4M(ZoiztAKi me40E Sotsf+l . toc -rEro ' 4 514)' of- 51✓G.231.1 R 4-e wM. N�IT it OVEMElsr Jo -L To �E corlE it 4 B)ILOINLjsTi: . 13. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? -3- • • TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (ciTcle'one): rolling, hilly, steep slopes, mountainous, o er b. What is the steepest slope on the site (approximate percent slope)? 2a° T - kf RNEP•8A-N1 .okIL`( c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note:any prime farmland. SAND C RAVfit- d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. NONE KNow►.1 e. Describe the purpose, type, and approximate quanti- ties of any filling or grading proposed. Indicate source of fill. No Ftt,ut4ti fRoPc6e47. 40.o iNGI To a'IEPAR- SuK�.Pd K. PAVtNt.mN14. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Evaluation for Agency Use Only g. About what percent of the site will be covered with impervious surfaces after project :construction (for . example, asphalt or buildings)? 61/456-40 j recti, (f 7UC,W F'OM � ITPK. a 5° o ) �4 s b 1 ,wVerid r0✓5 Scl r e C�O'ivLe1 -4- • • Evaluation for Agency Use Only h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: NONE. PEEME0 To BE t4ELCSSPr4•(. fitta sace45 -roAcE0 1N Px iR•14 CATCH SAS+NS To tittle LP olleoL 1.0.1f1Tt K LQOALTT'( Pu Z r.. c1 COM it4c1. 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. cosi (IA wog) Neto em1SS1oN5 AcfTeS t o3&T tomPLETtor (m$sR) 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: NuNE 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. M'Jpai To buWAOMtSIA R► $ -5- • • 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. RESoi fPr_At C4 P__M- J AcODINici NEW -OoSeRQiNcL Rteotwit4C1 Etc io0 WALLS of 1Vio I I rC f3011.014c15 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 quan- tities, if known. ►• -.IA mo.. 1_101 ' eT it%1 WILL 5) Does the floodplain? plan. proposal lie within a If so, note location on Evaluation for Agency Use Only 100 -year -pef_. �I& i 5 rood the site 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. ND -6- e✓o�.on S x'1,15/ (N1 1) 4- JJQwa�, • • Evaluation for Agency Use Only b. Ground: 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate•..quan- tities, if known. ND 2) Describe waste materials that will be discharged into the ground from septic tanks or other sour- ces, 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.- c. ONE 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. �7 S1O M DRAIN1A4t 51s-rEM W i L BE ., • • Evaluation for Agency Use Only 2) Could waste materials enter ground or surface waters? If so, generally describe. Nisi UY. EL`( d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: �� •i 4' - ► CPrTU \ ZASIN15. E RGGu R IFA[o D¢NO E. INTO PioSTI► 4. Plants a. Check or circle types of vegetation found on the site: deciduous tree: alder, maple, aspen, other 1 evergreen tree: fir, cedar, pine, other shrubs 7 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? 511 Y12TUAU.Y too C►SZ�r t[:y1=Gt✓TATto� c. List threatened or endangered species known to be on or near the site. t4t.low Ketur.1 -ro $E eg.E5o.st -8- • d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: 1›01.5.- to CIF:" L M)54APCD NA PLAT.fzutlikimAtL REFI t t�N 5. Animals a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk, heron, eagle, songbirds, other: mammals: deer, bear, elk, beaver, other: MICE. fish: bass, salmon, trout, herring, shellfish, ( ther: AWake JC ib S r IN b. List any threatened or endangered species known to be on or near the site. 1120_,Kggyl_q__ - - c. Is the site part of a migration route? If so, explain. ---1yaL ND W d. Proposed measures to preserve or enhance wil• dlife, if any: Evaluation for Agency Use Only 6 t rv) �r1 • • 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solor) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. EL5cTR(c (ttx u Ni 8i -. x : R: 4 LA R-ft^1(1) U' , at.: ► CODI 14G1 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: USE al= W- laNT o Pr1E tT 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. ND 5PEGIAA. 5f,g•VICE5 StdouLD PE 1.1E SSh2. 2) Proposed measures to reduce or control environ- mental health hazards, if any: NONE DEFMEV To It NE6-655Psg`f Evaluation for Agency Use Only • • b. Noise Evaluation for Agency Use Only 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? il2AC IL No6SE. IS MAiloR NO1SE U \Aur 2) What types and levels of noise would be created by or associated with the project on a short- term or a long-term basis (for example: traf- fic, construction, operation, other)? Indicate what hours noise would come from the site. TRA 1G 10 At,* Rom 51-rE Wow) cg -wr SOME No ‘sE, 3) Proposed measures to reduce or control noise impacts, if any: AA�f( $ o'SE f(1oM 'flh5 SUTE Wouw tiE 5lrrllt,f '?o APJAC.E1s( USES f .SQ .11zEETS , /KO WOL L Ncs( �RE�utR6 r SAA no' . Land and Shoreline Use a. What is the current use of the site and adjacent properties? 5KE - NIA U FRC- t AN O At-Tfo 5 A b. Has the site been used for agriculture? If so, describe. No c. Describe any structures on the site. 4c,& ButtOtN 1 TO SA -E5 tiff-% S'1 -047- E o_s.E • _ -11- • • d. Will any structures be demolished? If so, what? No e. What is the current zoning classification of the site? C/Li f. What is the current comprehgnsive plan de ign dor� of the site? CAf11m C1Ar . l L_�' . In/Js o..1 If applicable, what is the current shoreline master program designation of the site? L r`b arrl g. Evaluation for Agency Use Only h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No SLn orNe.a �� 2� , i. Approximately how many people would reside or work in the completed project? OE 1015 ..(D WORK - l BO�t St�tl�-tS F _ oo Approximately how many people would the completed project displace? C.ESjQETTTS-O WoR-045- IO j• k. Proposed measures to avoid or reduce displacement impacts, if any: Not4€ t* EQ To BE NEGESS AQs( 1. Proposed measures to ensure the proposal is com- patible with existing and projected land uses and plans, if any: No r4E:O To BE NCc.ESS f R.�'_ -12- • Evaluation for Agency Use Only 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? t�loNE. b. Approximately how many units, if any, would be eli- minated? Indicate whether high, middle, or low- income housing. NONE c. Proposed measures to reduce or control housing impacts, if any: Nor .. 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? on` T o� ��IDiyrov9t edEMMIS Fmk -wets 0 QETA L . L b. What views in the immediate vicinity would be altered or obstructed? c. Proposed measures to reduce or control aesthetic.. ' impacts, if any: T' Czt,c l MAKCAMNS khak Tor P rAML hr10 11N1Skl -13- 1 A �� f fo✓�� v xmd\ • • • 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? DSP -ATN E.. u wr w44 ?LOS fA14 t46. w,a aJk LACM-TINCi Ea f124,1A OUSK -r D9r it 1 b. Could light or glare from the finished project be a safety hazard or interfere with views? c. What existing off-site sources of light or glare may affect your proposal? Flory d. Proposed measures to reduce or control light and glare impacts, if any: �� T��S fo MiN‘rnrtE �cTS 12. Recreation a. What designed and informal recreational oppor- tunities are in the immediate vicinity? f f1oLf CougSE sk44ir44 /1SiCr?CLE P, -Th PADJAO T[ To P PE R.-Tt b. Would the proposed project displace any existing recreational uses? If so, describe. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: NONE O 1E10 To BF NEGESsPr ( -14- Evaluation for Agency Use Only • • Evaluation for Agency Use Only 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or pro- posed for, national, state, or local preservation registers known to be on or.next to ,the site? If so, generally describe. 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: IJoQ 14. Transportation a. Identify public streets and highways;:serving the site, and describe proposed accss to the existing street system. Show on site plans, if any. ?*EN t' t. gnL©vEP4 :->OUTI-}. Exi5-r 4C at -2Y5 To SfVE tnA 5 , 14^oh Aro 5. 14151 WIU. t3E iZE1Ain102 b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? `((c5 c. How many parking spaces would the completed project have? How many would the project eliminate? 118 t1.1G SPAS Lo11,C, ISE AVAILABLE. 'St NCE —n 'd Ar__.3. I/J L1.. & €Su¢-fQD ndu1, 130 sPAtelD toll.- Be FLtrniFl3-rW. -15- • • 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) l4 ,4% S+. - C114 0 To 1Lw 1 I A UM. ISE i‘ELoc (rE orf We -la"( T fP.oPt;E-' tAM 1NTo R14W-ov-Wlrt. EXI 4 cutz455 Iztt40 4044INICO€i&fc• E 9Pt N w LIL BE gEiAmNE). e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. PROJECT'RDV Ion A NE -C Loss of I3 Y 1 1iaE TN P5 1%ROM P EV>» cS 56 ot.i AtJO AOW-E V To S1TE. P'E,KUoI, )M' -S AYde AN1\CtPA Zb ouvQ. IA7PM. Proposed measures to reduce ,.or control transpor- tation impacts, if any: g• g006 DEEIhEO To BE NECESSPrt' 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. NOME oEME'O To E3E NEt,ESP -16- Evaluation for Agency Use Only 16. Utilities a. Circle utiliti Celectricity) • rently available at the site: Fater) 6Fefuse service, septic system, o 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. 645TI►4 UnLM5 w1U. 8E ReT,��p. C. Signature The above answers are true and complete to the best of my knowledge. I understand that the 1-.d agency is relying on them to ma e id; on hi A Alli� Signature: Date Submitted: PLEASE CONTINUE TO THE NEXT -PAGE. -17- Evaluation for Agency Use Only TO BE COMPLETED BY APPLICAA • Evaluation for Agency Use Only E. SUPPLEMENTAL SHEET FOR ALL PROJECT AND NON PROJECT PROPOSALS The objectives and the alternative means of reaching the objectives for a proposal will be helpful in reviewing the aforegoing items of the Environmental Checklist. , .This' information provides a general overall perspective of the proposed action in the context of the environmental 'infor- mation provided and the submitted plans, documents, suppor- tive information, studies, etc. 1. What are the objective(s) of the proposal? To PRc110E A USE T * -r IS BEL1EVEb To FSE 17E512E0 13`t TviS t(Zest oENT5 DF -r' AcQ- f j To PKIaVtoE PsiN1PrvPL.ePcOE.O i%AGtLt'f`i WITH 5u t- Pr&LE S rt E 1 rM Ro V Em eXTS -Vo E14 Co u 2.A4E FED?LE To VISIT ¶-- uSt:• To Pi-NS1CPU- trAKDVE A DE -T .►oRATC�S1-CE 'ro f'2E5e s A (noQ.E rnoceetNI irAINGC To TI S-TRPAIELIArJ4 oN INTERuRBATI PJEN0E SouTN .) A-rt0 To Cor Ptlt' LSUflA GtT'e iza s p 19-E-- n etsr5 R t) E5 A -OJ Ac.6-r.TT To -n-re CSU WAi AISvk t21\J 2. What are the alternative means of accomplishing these objectives? MoVIOE A F1 tU,T'f TNflR aft er -L 3S To 111E PuBUG T l An i Ilk . P2o PosEP REsTAv (LArtT W trrk GR> P cervi ANID VEr 1%At.1u1t`i Evaluation for Agency Use Only 4. Does the proposal conflict with policies of the Tukwila -Comprehensive Land Use Policy Plan? If so, what poli- cies of the Plan? i NEKE PrRE tlo KNowN CQ*VUG-(5 13Etv.3l My? P oeostkL PsNp ?NE Po LA GES or -n* . TUKwu-A COMPRE1-4e1.15NE LA-Nro USE PoU c'f FLhrt. Proposed measures to avoid or reduce .the conf.lict(s) are: No MZE DEEM To BE N SSG. -23- 4 D. PROPERTY OWNER DECLARATION The undersigned makes the following statements based upon personal knowledge: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the application are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. I understand that conditions of approval, which the City and applicant have jointly agreed may not be completed prior to final approval of the construction (e.g., final building permit approval) will be incorporated into an agreement to be executed and recorded against the property prior to issuance of any construction permits. I declare under penalty of perjury under the laws of the State of Washington and the United States of America that the foregoing statement is true and correct. EXECUTED at ILA k )4 (city), , 199 5. 14/ffitNi*J (state), on (Print Name) . (Address) (Phone •ber) (Signature) Use additional sheets as needed for all property owner signatures. Mr. Gary Barnett, P.E. Senior Engineer - Development Department of Public Works City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 Re: Christopher Brown Qt Associates 9688 L ainier Ave. �. &attic, WA 98118-981 206 722-1910 fax 206 722-1909 November 5, 1998 Traffic Impact Analysis Preliminary review The Riverside Inn versus The Riverside Casino Net New P.M. Peak Hour Trips Dear Mr. Barnett: I stopped by your office yesterday {November 4th) to see what traffic volume and accident data you may have on file along Interurban Avenue from I-5 to I-405. Similarly, I met with the developers and the architect for the above casino to review such items as project scale, access and so on. Indeed, I even started to assess the use of the zip code addresses of clients as a means of defining the trip distribution. However, on a close examination of new expected trip generation versus trip generation in former days, namely pre -January 1998, it appears that the new usage, while generating larger daily traffic volumes, produces smaller p.m. peak hour volumes. Given this unusual outcome it would seem to me that there is no need for a traffic study, per se. It goes without saying that while I would look forward to the challenge of such an impact analysis with this kind of land use it would serve no useful SEPA related purpose. Accordingly, may I ask you to review the attached letter on trip generation and, if you agree, then delete the TIA element of the application? In advance, thanks for your time and understanding on this matter. Yours truly, C. V. Brown, P.E. encl. 2'd RECEIVE© CITY OF TUKWILA DEC 2 9 1998 Pit6T C' Traffic Engineers a Transportation Planners SaLUISOSSe8WMOde Sb:Lt 86, SO AON Mr. Steven B. Dowen, Owner The Riverside Casino 14060 Interurban Avenue S. Tukwila, WA 98168 Christopher Drown of Associates 9688 Rainier Ave. 8. &attic, WA 98118-5981 20 6) 722-1910 rex (206) 722-1909, November 5, 1998 Re: The Riverside Inn and The Riverside Casino P.M. Peak Hour Trip Generation Dear Mr. Dowen: Thank you for meeting with me former site usage against the neighboring, expanded use and this morning and reviewing the current building and its proposed existing neighboring usage. Briefly, the former use, I recall it as the Riverside Inn, was a 650 seat capacity restaurant with an attendant bar/dance floor. For its traffic generation I would suggest that it complies with the Institute of Transportation Engineer's (ITE) Land Use Code 832 which includes facilities with bars that also serve both lunch and dinner. Trip production, defined in the 6th edition of the Trip Generation Manual for LUC 832, ,High -Turnover (Sit -Down) Restaurant is noted below in Table I. TABLE I 1.1p Qeneration - The Riverside Inn Time Period Traffic Volumes A.W.D.T. P.M. inbound P.M. outbound 3,140 Trips/day 158 veh./hour 115 veh./hour You might wish to note that traffic impacts with commercial facilities, such as this, are all associated with the p.m. peak hour of the street system since that is the most heavily traveled time of the day in that it carries both home-based work E'd Traffic ivagincers Qf Transportation Planners S3I IOOSSd8NM;IE St:LI 86, SO AON Mr. Steven B. Do; Owner November 5, 1998 page 2 trips as well as social, shopping and recreation travel. In essence, for the purposes of this discussion the p.m. peak hour is the focus of any traffic impact analysis. That is the time of day and associated traffic generation that is used for arterial street impact assessment, not the least being how well your driveways function, and so on. Next, the new facility includes a restaurant in the same building as before but reduced in scale to 330 seats -- the reduction being undertaken to accommodate gaming tables and so on. In addition, the new building next door will have 9,800 g.s.f. alsd devoted to gaming. The trip generation for the smaller restaurant is shown below in Table II and is based on ITE LUC 831 for a Ouality Restaurant. This is applicable given the time your clientele are expected to be on the premises. TABLE 11 Trip Generation - The Riverside Casing Based on Quality Restaurant per ITE LUC 831 Time Period Traffic Volumes A.W.D.T. P.M. inbound P.M. outbound 944 Trips/day 57 veh./hour 29 veh./hour Next, the only available ITE data for casino facilities are published under LUC 473 for Casino/Video Lottery Establishment (6th edition, page 742). Its also limited to only the p.m. peak hour of the adjacent street. Its data is shown below. b'd TABLE III Trip Generation - Casino Additjon ITE .:LUC '473, 9,800 g.s.f. Time Peri0A Traffic Volumes P.M. inbound P.M. outbound 74 veh./hour 58 veh./hour S31tiIOOSSd'8NMO a 9b:LT 86, SO CON Mr. Steven B. Do•, Owner November 5, 1998 page 3 Continuing, about 3,500 g.s.f. of space is used from the old Riverside Inn for gaming. According to ITE this space would likewise produce some limited peak hour traffic. This is shown in Table IV. TABLE IV Tri. en -r_ - :sin ar f the Riverside Inn ITE LUC 473, 3,500 g.s.f. Time Period Traffic Volumes P.M. inbound P.M. outbound 26 veh./hour 21 veh./hour Last, your expansion program to the northwest will displace adjacent sales and/or light manufacturing businesses with an estimated employee count of 12 to 15. These would typically depart the site in the p.m. peak hour and, accordingly, reduce the basis of the prior land use trip count. Assuming the displaced business are light manufacturing in nature, certainly not a poor assumption considering activities such as auto re -build, then ITE LUC 110, General Light Industria]., would apply. The p.m. peak hour trip data for this use is shown in Table V. ra •, - 1 - TABLE V 1 ial D ITE LUC 110, 12 Employees Time Period Traffic Volumes P.M. inbound P.M. outbound 1 veh./hour 4 veh./hour ac To estimate the approximate peak hour traffic impacts for your proposed, expanded facility the traffic demands from the new S'd S31bIDOSSU HMOJH 9t•:LI 86, So AOH Mr. Steven B. Doll, Owner November 5, 1998 page 4 • usage need to be subtracted from the original usage to see if there is a positive, negative gain or a neutral trade-off. For the p.m. peak hour of the arterial street the net new traffic data is shown below. TABLE V P our ume d� N Us Original Use Inbound Outbound Total, Peak Riverside Inn 158 115 273 vph Adjacent Light Ind. 1 4 5 vph ► Total, Former Uses 278 vph new Uses Inbound Outbound Total, Peak Casino, restaurant 57 29 86 vph Casino, gaming 26 21 47 vph New Casino, adjacent 74 58 13Z vph I.Total, New Uses 265 vph From the above you will see that in terms of the p.m. peak hour of the adjacent arterial street system the new facility produces less traffic than formerly found at the site and at the adjacent property. Indeed, there is a small reduction in the peak hour traffic, about (278-265) 13 trips per hour so that fundamentally your new facility is a traffic mitigation measure. This is not to mean your daily traffic is less. Rather, with your peak hour beginning; after about 7:00 p.m. and continuing through the night I would expect your "daily traffic" to be much larger. However, in thecontext of traffic impacts, the new use is a betterment since it reduces the peak hour loading. This leads to the next issue. Since the proposed development reduces the p.m. peak hour volume there is little reason to conduct a traffic study, per se. Indeed, as a traffic mitigation measure I would suggest you request that a traffic study not be a requirement of your building application. If you have any questions, please feel free to call. 9'd cvb/s cc Gary Barnett, P.E. Yours truly, C. V. Brown, P.E. S31d I SOSSti'BHMOaH.LP : L T 86, S8 AOH CONSERVATION ELEMENT This project proposes no modifications to the site other an improvements to the conditions of the water's edge. All building exterior elevations. This will preserve existing development to take place as part of this project will be oriented away from the water to avoid activity that could be potentially detrimental to the river environment. COMPREHENSIVE PLAN SHORELINE DESIGN POLICIES ALL SHORELINE DEVELOPMENT 1. No modifications are proposed for the riverbank or areas immediately adjacent to the water's edge. 2. By limiting development activity in the 40' from the water's edge there should be no adverse impact on the riverbank. 3. There should be no disturbance of the vegetation or habitat along the river's edge. 4. TheP arking and storm drainage systems are existing for this site. It is proposed stalityj an oil-water separator catch basin in place of an existing catch basin to improvea In addition, the area currently used for parking and vehicularlcirculatiion t toish being r qualityedond will be replaced with landscaping, which will also be p �✓ this site. ing. The new 5. The work on this site will be tenant improvement 5 °� he ch ist1ng 12" abodve the level of the finish floor ekvation will be constructed at elevation base flood elevation. Improving the site drainage by repaving the parking areas will also help to control drainage flow. wi l ose no rse 6. This project should be an improvement ar to the r h bit benefits ofthelnper to thed community. impacts on public safety, health or welfare, 7. This project minimizes impacts to habitat, co improvements tocess, recreation, existing buildingssand systems. torical resources and flood control by restricting imp 8. No modifications to the riverbank is proposed, and no over-water structures will be constructed. 9. No unique historic/archaeological features are believed to be present on or around this site. Items 10 - 16 do not apply to this project. 17. The existing trail between the building and the street will be retained. P.002'002 TO:2064313665 1 4257477149 AUG -08-2000 18:16 FROM:CMA RST.SUD GAS VE036 vcabEv w CA�tr k P oeoEt-o Ra'l'tonl Tc 601 WWI ur ' oc. r_a�o 'MiSk.!( roc srop.ne T1 (s PQM 4AP/torsi br M tl 5.511 1031r13t A w...lE. sxs .v Jr a Ma LA UYT. Co III 4 N 1a31era- fikesroak w -'T 'tO . .r� v "6/ R•enloklE e'":2� ,. tfie, .� • # ^Mo TWO W !kW" vs' I. lrr CCM 1 t oac 7r • •7.75 134 V7' or EiKt5T. . 2. Coi.)0EC/ g '4 W6?1�-� eLP, ' g, to ITN r `1/prr rf?aNTOF AltePt OF BO 1104. iD vzco . • • A PORTION OF THE SW 1 /4, SEC. 14, TWP 23 N., RGE 4 E., W.M. GRANt] CEt\. SAL CASINA0 SHORELINE PERMIT LEGAL DESCRIPTION 1,• Yo(00 vuud(R 1.590 1035, 1.590-1016, •50 116590-1015 37( 40110110 0(551013(0 Rt •( E51•11. 95.7(0 m 111( 00.17 01 1710. 51.71 a 0.9,5071] 1015 )41),2121 650 1.41 0001100 04101 25. 1110 N00370(57109er ,t 4 0050 146 Fill ,NO • ,3011(5 •10.0 • 1151 014•x14 (NC0 111E S011rlrx(51 ((0(111] 00 10, 15 12 0417959. 77 50171 (INC 00 101 N. 41 m 0003 9. 501064'5 5(41110 6,N04e 70*05 ,(0001( 10 MF P(•7 1.(0(0 1(00(0 m (4uue 11 0 11 415 .0( 20. 01(0805 4r 31710 CCVNrr, 9.5111•(100 525011 10 71( (1540* Ir 01 1‘00 57,71 5110167 10 (,5111(375. R(5(09•n0.5 .30 0(5M.C70+5 Or 0(0000 SURVEYOR'S NOTES D,5 970 15 93(10,0(0(0 0, RP007 (•50(5 00 [45 PLIAS( 0501 .OUR mu 150005(( P0,Cr (04 50(00¢ "Pr •NO!0(•700 2 0,1 •R9, 02900.7005 4. 0, •Ml C 05 97001* 15(ON ,R 000 10(.10,04110v 099005(5 00 r •00 00 1.01 WIN r .n7 011114 091 . •R(• • IS •((7 nn( 10.01 0+120 07 1.05,10104.3 LAPIN 10 50!0710. 64600419 (71(0 0 00* 9103110533 044 0 •01010540 10 P• 99(0905, (5O71.e0 97 112 017 04 (00704 40C• C (5 (00/015(0 0 MO (10I( 07+C15 470 0101115-00-7.7 1010.1 0710900 7.7.1 1175 .R(• •01 0( 1000 7r( 5COP( Or 10,5 Suo(rr 10004'•n. 011.4000 10 0.71 709 305 500.(7 5000(575 ,7.1 •0,91- rut (9 0082.2.4 S 0110(11 71( 0111 •110 40140151 041,(113 605,5 • 0)00 0037 54•2•4747m4 m 49000.1 .(( 00N3(3, 51.715 Of 11,5 .0((10451 15 09030,5 1 n( H11•I1C•l 02700 5110.5 715(05 105 tlfly (01,(000 700,4 N,() 33 10 NCNI 29 010 0110m•17 5170 N•RR u4R0 !Cu WAR uu( 107 Al • 9000 (95 IAN! 15 15 a' (Y(9 07051.0(25 ,I (7I7 070010, 50111- ACE 7.700 15054(3,04 0011 VERTICAL DATUM (NGVD 29) 7m6 COunlr SUFOCr C001R0, PINI 700 N.4119. nl(0496 15 40(,1(0 m 31054 • 111( m11v5FCfW M •(t 5 •30 Br CO.1 0m( 110.0 (7 14 , (70501(0 501.50 *11 615006 MOP 01451 000549 10 MC 00119 4,131 04 117 0(51 5,01 Cr 10 ,Kau( •50 100' 5011. 0r n( /07195241100 (((9-741•' 21 31111 N) 70•40 ea !SC( 5011.440•'5 0019 1) (5,40 0e - 131 - 30(0 791 FLOOD HAZARD DATA 00(0(077 ,5004110 m 01,00) n1]( 1 1x37 OK (+79/(700 0 74 55,47 1R(• m 50 ✓007700 477 M 7 M001101415 ((000 10M0011014M001101413 07, roe M,0 3000(0 1101100957 7' EOUIPMENT USED 10164 51.1101 BASIS OF BEARING 541'41'19'( 100 ((37(0110 0 **110000,5 +((ny( 50111. Y(N 7((0(0 02 5i.,11,1. ON 017 0 NA 1.1 •, 00(000295 1000(0 3401059001 51(0005 Or 310 C0r51r 9+Y0NVON TUKWILA, WA. NOT TO SCALE I r. 1;i -- -\-_ �) - 11 1111,11'��.(I11III tO 1`. r' 'lll1�TI I (___0_T.1]- ', _' - -1.1‘• Vi- -6;;1.(111.1 V . -n; rtJ11= tW\S\.„ I(\ - --- ,_',`��\ Z -iii • 5- 51\_-- )r1' (Il . �_21J SHEET INDEX CP CO.(R 32,477 01 40.00.13 0501•(( P444. Cl (R0 •nC -0(701.5 ENGINEER i / (IC 1301( 00010 IA $1,:7*, ,50 .mu 5 laser 541.344 nen Mu 57.1117 x., galla (lel•„ 119 143 (1001 I-1910. t (1.) 411-/915 SURVEYOR. 1 Cn4R 3 155“1.125, 0.0 6125 C00u0:21, R 32x SO le 1 1.((1]4 7 4. C(510C1 . x 010401 (151) 534 1354 1•t (151) 936-/691 OWNER: 5111[ OOWW 1.060 1•412N73a05 A.103( 5 03'31. Gl,' 1t(9 0o., (1031 2.2-1110 f•9 (100) 70•-•5.5 ARCHITECT 11n11 . 1111171 041]41 119•(1 N(, 50.11 Wu ((((7 (7 0 ((+1401 7J17171d,11 (4151 1•/ 111, 11 • 29) •l. /119 UTILITIES/SERVICES 6114 Pout 6:643 410017 55, 5070015 405[: .11 ='43211 50. 00-0 [0404(7 OP,x•1 41. J 5500 0,1(: 12-0i-00 0021 Pt, 1 COYER BEH( 0019(1]107( C1 O EET I OP 3 81 ule a eleenlls .A„e.eIO '4144 ODA omen •0A40.144Y1110AI11 As! ro ,7-014 41140: MEDI WO, O 02020 LOCATED 1 ION; TOR 111.114..4119 "CABIN" IGV' Nee, AOT T Le! Da LOD 1141,444 OMIW.OIT UN! •O' 20a QMMNprt 1114E ORODWle- Nell TQ IMIR I. A1Y1 \1 00 •514•44..• 0,11 •a,l PSK( 01001 YDt 10,11 l4)02RCI MERRICK LENTZ T, ARCITECT T IK! AIWAMM TUR 30 NG! • h' IDMiM T� :N. F PARKIN BEFORE 1 - J 11 FOR TRA PICKUP lend r i UgT MO n^ 11,'S Grand Central Casino 1800 . 136111 Mace NE, Suite 100 Bellme. Washington 98005 425/473171 FAX 413.747 7149 F. -mail: mlarchviaomedia.com PROJECT NAME • ti .AWM , /7I�OI VMO RIVERSIDE CASINO \A FT -10.28' \\ N , n,/ b .AnaOfl00 \ SITE PLAN Tukwila, WA DRAWING TITLE SITE PLAN DATE MAY IS. 2001 DRAWN BY 050 CHECKED BY M%O nen•10T ISSUED DATE DESCRIPTION A1.0 • • co OO O O Q ® Lil i 1 uwutuSMD roam 0700' 0000K. mat WHILST MERRICK LENTZ ARCHITECT m▪ r *Maes 21.• SCAM ON 1▪ .v. e2,3114,6 ll DINING/SEATING FLOOR PLAN x4.7ur•aY 1000. 13621 Plxa NE. Suitt IDD ndlewe. Washington mos 425.747.3177 FAX 425.747.7149 0.0tt eilatchtaisotoodiassioa PROJECT NAME Grand Central Casino Tukwila, WA DRAWING TITLE DINING/SEATING PLAN ROOM FINISH SCHEDULE DATE MAY 15. 2001 DRAWN EW 050 CHECKED BY vlsa reD.T let ISSUED DATE DESCRIPTION A7.0 44 [LW • Sao 1.404.19 4ISOV .m " L11 Y1i9. Mit AMI •SR1. 11WMP11 11111111111111111111•11110 /1.,11115.^11 11,. �•7�1■ iMIE1 ' cs—•+'.ww...Otr c.nudl.,I.iisu Ww ;,./AREW '•��w�•:�1.Il/lwrll/Ywlf ,srfn'nnwern'nrnnn'e. WIRE WM Milli MIN tee viyittweeri VVeente MNIII 1111111 1111 ®�1u� 1."11_ s��u■ ■iuilii�w.Ii. Ji.111 12:71 SI:IIry. 11 II••'O�� P•F.1 �PaI 111�..11 �a1Ri�.■.' ...II�11111H��.'wtafll . ..11 1V I=lam Irlrl7Awciiii IIUIYw n� 1 Pal PK MOM FOE RAM [PS Welt WEST ELEVATION +r •'•. w••10 140.14 SAP.E. NOLO) COCONAMe 1.0.1217 41.4.111, ILYLAL •• OnOr LOCO SCro 0 0 ,1 000.1000 na+J — = o 0M® BOW PI mo : ARCHITECT WORN 02001 M(R2 .DENT .ACMIECI MERRICK LENfZ 111111111111 1 10111111111 NORTH ELEVATION SLATE. VC• • 14 utast imams set Q .1 FLOM 44 RZ • 000 ea poop. PALACIO me num OS. 11Lre • CPO dui � ..II_ II 44.1011 FOCCF. /4 WON e"rir' i p%eEA.ecce PARTIAL NORTH ELEVATION WALL. w• • Ia 0 .1.001 eskazisect 4. CI r . UI u ___., \—•am . t EAST ELEVATION ecAlc. w• • ro• I ROD- I36ch Flue NE. Stile 100 Bellevue. Washington 00005 425.747.3117 FAA 425.7.17.71.9 Emdl: mlvchutirmedie wen 4vasienateu . PROJECT NAME Grand Central Casino Tukwila, WA DRAWING TITLE BUILDING ELEVATIONS DATE MAY l0 7001 DRAWN BY CSG CHECKED BY SAW •p90T SET ISSUED DATE DESCRIPTION A3.0 A PORTION OF THE SW 1 /4, SEC. 1 4, TWP 23 N., RGE 4 E., W.M. WAE. lou -,EAR E1000 EIEWIION _ I)1 PER 11000 957(1..0 ( RATE N.P, NO 51033E09595, PANEL 957 Of 1725, REASED 5-16-95 AND EIOW 10010E NAP N0 220 -0R(Erl 00.18 W/0 (E.1ES 1400 Er•900 0F504ANCE 511101. 1(. 2 CA 4. Rt(ISEO 9-29-89 140.11(4) 0.111.1 IIUVI) 25( 010 NOTE: SEE 5)1EE1 C3 1OR GRADING SECTIONS AA & 08' 8(: ICI Iii1�• ()1)50 (11 yi(oo'reoc - • TT4) 4 1 ..3,., r4 Iiii0 Spi ' \ JI .1 \ `( E 11•\ M41O�Rul MM RAPF.a \c 1025(100 at -g-1:11 \' O( 5(1( 8001 15( 8401 'ire 00 (000 4A ---'e 1 I a) 1 , e < ) Ill \43rs� GRAFI-OC SCALE SCALE 1' — 40' 6 ZANi2 coo 1 L cAszt•So t. I 000(1)1 0: 00-0 ORA A91 0(. BR 155141 0A R. 12-12-00 WEII RAV.: PRN-1wNARY ORA1:0I11 -P °RAI -ACE PLAN 00111.01 0.0 C2 ®EEE 2 OP 3 b 20 1 20 D 0 0 20 70 20 e e l 0 lA _ 19 ICP Cf BARK 170 0 0.5 11 L v _ 15 t «MILRI,R ao k A PORTION OF THE SW 1 /4, SEC. 14, TWP 23 N., RGE 4 E., W.M. ir, I BREMODELED 14 BUILDING FF -18.40 1 x17.95 tmlrs Pa00/1 Cf ;n70 et liC17051 0 L7 7007? MI REMODELED :4 BUILDING FF -18.40 LOSIOS 1 f PROPOSED GAO[ q R 81� n ( PRIAOstP P,R711.0 I I 17 19.95 1) 75 SITE CROSS SECTION AA SCALE w=,.m 5;5-.0 CORCA[R P.O PROPO o r.n.wci COSMO 05001 • 0 0115 if tvl n50 0151 0.710 150 SITECROSS. SECTION -E @ SCALE: .'o at1'.:3-a jWADE PROVOst0 1e 50 x1500 72 x 8 FI A 00 II ;le • t451w0 C.A.( b e 0 J1 I I b .30 n 20 e 0 0 2 74 PRO [CI 10: 00-p O1,01 0 BR •sfut O.1t. 12-72-00 YRt1 NCV: tEL 11.111NA9RY ORAL.PO 0ECI9ONR R55 SO TOPOGRAPHIC SURVLY /v11./'ARC/) )1‘' DIAMOND DIAMOND MINE ICES 1 AURANT A PORt1ON O�SEefit6N 14, TOWNSHIP 23 NORTII, RANGE 4 EAST 01: THE WILLAMETTE MERIDIAN, CITY OF TUKWILA, KING COUNTY, WASHINGTON LEGAL DESCRIPTION h lQrl •. . o .. .. ::',.:',1:;.. -, SURVEYOR'S NOTES SIAM. CI • VERTICAL DATUM y FLOOD IIIAZARD DA1A ." w. .. EQUIPMENT USED V 101r BASIS OF BEARING AREA b6.L.A. 'AFN 20 1 q �: ..,...,, 22 0. ti 11 \e,..• \� ,iptyl..I,.s 44,:,' .`\j. ],\ :MOTORS 11 !ii 1 ! ` \\ 1 i' �ATf1GS ::F tiw , �� Q'1, '^\ „, ,y �. ; � y PRODUCTS., k. . \ • • INCA: 1 , `'\ \ ^ / / A _ _ _ _ 1.1'11"i'.1. • ITT1d •,,\ >.. F. / ; :l.. i ;RIVERSIDE /NN; LINE DATA LItAI'111C SCAT k: ry N. ` u.`` L. • •"' N 11. qOi Si." Of \ \ • LEGEND s n1 3•t !T -"- 16 GRAPHIC SCALE 13 30 40 ( IN FEET ) 1 Ince . 30 71 • I SHED ,,-eipmOeY• °DAD9.e.e2eol. e.eeeveoeeo.sesb .90P.0.000.QCCec e.e.c e99.•EOes4- b T• NEW D' SIGN\OBSCURING FEN "NO PARKINS. BEFORE 11 AY F08 TRAS PICKUP" TREED PIM 4•C•77 SAL, TYPICAL RANTING DETAIL/ • PLANT LIST ... •%•••••••••••••••••••••%WEED mtu mommu rug puma. I �rus w.n 0.409 - Mw q.pu 1., .41w. a se me.. .9.••..13.9 ......... OP. e0 440 }" nu ..•w -p. • d1 sore r r C•LPIN 15•01. PI /swum (IIs. I� y[llJ \/�_J` .wumw.w.e. wore or... f cm le .��.0. r• imam ..a .me 1 O ▪ AA..b P4.4.rew.9 m.yp Yn- h✓u...�i DM ...0 carve. moms. ow ono. `\\\\ Q� /wap.u.trap.•Nwn.w�..n M• u1.w O.D soma .•..vw \' /�i ; proem• umur. 0909 Gomm • ...w sore. M ea a .. ..w.. • 4. 0••0ro. >1ei•.•e e0.e.m.10•Im.e Dore- .e•11. 097444 4 ,.e.. D Deep .ane.e..'auny Orwry 3' 49 40 CI 4774...•.. w•w.m 0097.09.•.. q n v e� r•.9.K. VI. orrprw'.Od.e n .1 Mw.9 .. m.•4 '4ar..1w•4.9/ armor f•• a ... r e•. .n PA ,10 70 r- 61 ..me.. •.. •nr.Coppoc4'0 74.f *0 c. p•es.g.p• 84.,,.rD•-.•qe..0.ff..1 ea 09094*4.y.e.Deeo w.•......u..yi.au. 1 corm•.....• ^..• .orae .rm. G pa .. 1%4'; Z. SI. ..- n. •.Pro.w .m•..9..D.w .,.,r ..r., -w • cc. 101.•9u4. •P•e•v M . M -.0.09 •mors.. mum su4e.n•h M..quu'.Cew. reor.w.• • a AA Pum o • *ma. k 0, 7�n.. 000...w.0 /CGROMCOKR :0444. . umwas ._•„‘.,e...e. •mmumm 000„O,«R.• . P -w •e.n.:� -0G6..1ng ,u• NOTE@ .9: 9.:. ms poem w i" .." ..q 0 4. 44...5 .P.• mmWm e...a .. ..�P•.w .944.9 04.. •4 709 .em. S. Du � • ..•.. 0 4 .r 4w •e. 0, Pm 474.9-044.9 re..� Poor s >e... srb.9. .W Own ea.w 09 09 Yu. GM.. t ....4un Pr... G r .P.s.-Pe•4�404 u enorcw pant.. uw e..w Pw h. 11. ITO Pim _ dr. • me" P: e4 ve.p : memo w P w, .94409 ►ev�a .e a.�e•v,00 a..y w w0nw.w..eip.mpoole.~ r. Op Y 7s�u. w .wore • w.. pw.9 .94..• ..09 w . - •••_•• we, P. 0. Oa. pom w ew4•u. p. I cao. 7•• 0...01 r 474* 40 . p...r•....w4. e•.... RIVERS/QE CAS/NO \\ FF.19.22 tm9*9JL.[9 0040 01000 .RwecA arm A.cw1[n MK LENTZ ARC ITEC 1.00- 0.P. n11, N.L.wY It 413474.70111,J0 4211//.11.7. 4Wm .e•1•.ue 141 PROJECT NAME GRAND CENTRAL CASINO TUKWILA FfRlvi'JA EH L CH DESIGNS trcectre celvecnoe we uTr4v TO maw n men felt .a c6C3 01106-1N-630.1 Fa I00-136-6655 DRAWING TITLE LANDSCAPE PLANTING PLAN DATE 0f Z000ER IN 2000 DRAWN BY 1C CHECKED BY . REVISIONS MAJ.L11 b. 2001 L -I MCI. WORLDCOM CAPITAL PROJECT # 032649 TUKWILA-TIE PROJECT SITE CODE TUKWILA, WAS H I N G T O N 0 0 z z 0 0 N 0 S 3AZf H 4- 33AVaN3 try w ..L -0TH AVE,. it Ji I 1 -S 3p-14196 - 0-0 1N S 3A1•f Fi1QIZ___- ---= :h S-3AV H18 i PL IL'. Icn i Is 1 :° SAVaet g 3AV H 1 tab ,•,),—,,, 51ST AVE S X 3 -aNzc I.C.)16; otJ2 ' _H AI .ESS r..VOng 7 I g 841 6) S' • f1 H 9 TH'AVE: S $ . 13 11S! cr V H19 f' i_ I v 1 q?--A..111-4*9 is`_ 1 I . I ., r1 f13�ara� �,' �. L rn 1 tin 3A orqD rr. To f, a DLEYA S 3,�t1i -H' 1 CL 1 1 1 13 V l E 3AV H 1 ez l•_ AV Ir 3Ali IIS, N_ yQ Br N p S �a _ _ - 1- • 1 Cf) � . J__ to 1 w try �1 c co Ii JD AVE ._:- -4 -�. _ = T ._ I LOR AVE NVIJ "? . r•� A,PLEIAVE p.li1r ° 15-2 • 0 H 0 z D Ul 2 IN 0 Ut D z ,n :1V1NOZI2:IOH z -71 I) 0) 0 1 m PO; PIO 2 Pe 31 4 z m N 0 z N 0 D 0 m m -11 -im m z z m 2 D m rr N 0 N rn 0 MCI WORLDfOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 5 0 0 z MCIWORLDCOM OUTSIDE PLANT ENGINEERING: PROJECT ENGINEER OUTSIDE PLANT CONSTRUCTION: PROJECT SUPERVISOR: RIGHT—OF—WAY: AGENT: MANAGER: CONTRACTS: COORDINATOR: MANAGER: OTHERS: ENGINEERING CONTRACTOR NAME OF FIRM: RANDY SORENSON AND ASSOCIATES PROJECT MANAGER: MIKE CONSTRUCTION CONTRACTOR NAME OF FIRM: PROJECT COORDINATOR: PROJECT SUPERINTENDENT: (801) 984-7215 (801) 984-7215 ( ( CONTACT SHEET RAILROADS UTILITIES MCI UTILfTY LOCATE ONE CALL CENTER (UTILITY LOCATES) MEMBERS: 1 -.800 -MCI -WORK (1-800-624-9675) • (800) 424-5555 CITY GOVERNMENT 1 COUNTY GOVERNMENT STATE GOVERNMENT FEDERAL GOVERNMENT OTHER PROJECT: CLARIFICATION NO. QUANTITY 8 lc) OUTSIDE PLANT CONSTRUCTION Id 1- DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INrnAL ERCtT T AS MAY DE =ERR= PROVIDED BY CWTRAC. THISE DRAM= AND SPSFIG1106 SMALL MART M PROPERTY 6 MO W06DCO. BOTH BOO ISSUED N STIBCT COVEDMOE AID 94 ML NOT BE REPRODUCED, CCPI D. OR USED Pae AMY PURPOSE U1)= SPEOFC WLITIEM MASCO SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 3 OF 51 DGN NO. TUK-03.DWG TABLE OF CONTENTS TUKWILA, WASHINGTON 1. COVER SHEET 2. LOCATION MAP 3. CONTACT SHEET 4. TABLE OF CONTENTS 5. GENERAL NOTES / CLARIFICATION NOTES 6. SYMBOLS KEY 7. CONSTRUCTION DETAILS 8. CONCRETE CURB, GUTTER, AND CURB & GUTTER RESTORATION DETAILS 9. STANDARD SIDEWALK DETAILS 10. 4' x 4' x 4' INTERCEPT MANHOLE DETAILS 11. 2.5' x 5' x 2.5' HANDHOLE DETAILS 12. HANDHOLE SLACK STORAGE DETAILS 13. BACKBONE / BACKBONE AND SPUR CONFIGURATION DETAIL 14. SPLICE PIT DETAILS 15. 25' x 10' SPLICE PIT STORAGE DETAILS 16. 24' x 8' SPLICE PIT SHORING DETAILS 17. TUBULAR MARKER DETAILS 18. MATERIAL RAKE-OFF SHEET 19. LABOR RAKE-OFF SHEET 20. SITE PLAN 21. SITE PLAN 22. SITE PLAN 23. SITE PLAN 24. SITE PLAN :. 25. SITE PLAN 26. SITE PLAN 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. 43. 44. 45. 46. 47. 48. 49. 50. 51. 52. S ITE SITE SITE SITE SITE SITE SITE SITE S ITE SITE SITE SITE SITE SITE SITE SITE SITE S ITE SITE SITE SITE SITE PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN PLAN WEST BRIDGE PLAN AND PROFILE EAST BRIDGE PLAN AND PROFILE MIDDLE BRIDGE PLAN AND PROFILE BUILDING PLAN AND WALL ELEVATION PROJECT: CLARIFICATION NO. QUANTITY 9 3 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE w 1- 1 - TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION tMT1AL COOWT Al SAY BE OTHERS= PROYCED CY CONTRACT DEE COMICS MO WEINWATIONS SILL REMAIN 11E IROPFRYT CF TIO EQiDCOL OWN EMO QED N STRICT COECOICE MO WALL 1Of E 1EPRO0UCED. CO= OR USED 101 MM RliPOE SMUT WFSs1C WIRTOI POSISSO. SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 4 OF 52 DGN NO. TUK-04.DWG GENERAL NOTES / CLARIFICATION NOTES CLARIFICATION NOTES (CONTINUED) 100 110 JACK AND DRY BORE CONDUR(S) 200 210 PLACE CONDUIT 212 PLACE HIGH DENSITY POLYETHYLENE (HDPE) 213 ROCK ADDER 214 SLURRY BACKFILL ADDER 215 EXPOSE CONDUIT 216 EXPOSE CONDUIT AND RELOCATE 217 EXPOSE CONDUIT AND REPLACE/SUBSTITUTE 218 EXPOSE AND REMOVE CONDUIT 219 EXPOSE AND REMOVE CONDUIT (ABANDONED) 220 CONCRETE ENCASE 221 REMOVE CONCRETE ENCASEMENT 222 REMOVE CONCRETE CAP 240 PLACE HANDHOLE 244 REMOVE EXISTING HANDHOLE 245 RELOCATE HANHOLE REPLACE/SUBSTITUTE HANDHOLE 247 EXCAVATE SPUCE PIT 250 PLACE MANHOLE 252 REMOVE EXISTING MANHOLE 255 RELOCATE PRECAST MANHOLE 256 REPLACE/SUBSTITUTE PRECAST MANHOLE 260 CONSTRUCT WALL 270 REMOVE AND RESTORE ASPHALT 280 REMOVE AND RESTORE CONCRETE 281 REMOVE AND RESTORE SIDEWALK 282 REMOVE AND RESTORE CURBING 300 310 ATTACH CONDUIT TO WALL OR STRUCTURE 315 DETACH CONDUIT FROM WALL OR STRUCTURE 320 CORE BORE 330 ATTACH PULL/SPUCE BOX TO WALL OR STRUCTURE 400 410 PULL CABLE 411 PULL THROUGH DUCT (INNERDUCT) 415 REMOVE CABLE FROM CONDUIT 420 REPOSITION ACTIVE CABLE SLACK 500 510 DIRECT BURY CABLE 515 EXPOSE DIRECT BURIED CABLE 516 EXPOSE DIRECT BURIED CABLE AND RELOCATE 517 REMOVE AND DISPOSE OF CABLE 520 PLACE AERIAL CABLE 525 RELOCATE AERIAL CABLE 526 DELASH AERIAL CABLE 527 RELASH AERIAL CABLE 528 REMOVE AERIAL CABLE 530 PLACE POLE/PUSH BRACE 535 REMOVE POLE/PUSH BRACE 600 610 620 630 JETTING CONDUIT EMBEDMENT PLOW DIRECTIONAL BORE 700 710 PLACE BURIED CABLE MARKERS AND SIGNS/MWCOM WATER CROSSING SIGNS 711 PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING HANDHOLES/MANHOLES 712 REMOVE BURIED CABLE MARKER POST/HARDWARE 714 REMOVE CONCRETE BURIED CABLE MARKER POST .r PROJECT: CLARIFICATION NO. QUANTITY uo OUTSIDE PLANT CONSTRUCTION 1- 0 OPTIC CABLE LJ ED L- J 1- 1- DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS GATE DESCRIPTION INITIAL ERRYT AS MAT RE OflERIIEE PROVIDED BY 03 RACT. TIME MAIM= NO 5'€OF1CA 1qa 9ULL RERAN OE PROPERTY OF Y0 ICRLDCC L 60114 M1$Q ISAED EI StThCT COIfOOICE MO SHALL NOT EEE REPRmUC D. COPIED. OL USED FOR NIT FORME rllRglT EPEffiC rSanut P00R801. SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 5 OF 52 DGN NO. TUK-05.DWG GENERAL NOTES 1. MCI WOLRDCOM COMPRISES THE FOLLOWING OPERATING ENT111E : - BROOKS FIBER PROPERTIES, INC. - MFS TELECOM. INC. - MCI METRO ACCESS TRANSMISSION SERVICES, INC. - SOUTHERNET, INC. - MCI TELECOMMUNICATIONS CORP. - WORLDCOM NETWORK SERVICES. INC. * THE MCI WORLDCOM FACIUTIES WHIN THIS CONSTRUCTION PACKAGE ARE HELD BY THE OPERATING ENTITY(IES) INDICATED IN BOLD TYPE. 2. ALL WORK TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPUCABLE CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENTAL AGENCY. MCI TELECOMMUNICATIONS CORPORATIONS, AND THE RIGHT-OF-WAY GRANTOR. 3. LOCATIONS OF SOME OF THE PHYSICAL FEATURES WERE OBTAINED FROM DATED RAILROAD EVALU- ATION MAPS OR OTHER DRAWINGS AND MAY NOT BE AS SHOWN OR DEPICTED ON THESE DRAWINGS. 4. UNDERGROUND UIIUTIES HAVE BEEN PLOTTED FROM AVAILABLE RECORDS AND FIELD OBSERVA- TIONS BUT ARE NOT NECESSARILY EXACT. THERFORE, UTIUTY LOCATIONS WILL BE VERIFIED AT LEAST 100 FEET IN ADVANCE OF TRENCHING OR PLOWING, SO THAT CHANGES IN CABLE PLACEMENT CAN BE MADE IN THE EVENT OF CONFUCT. 5. ALL KNOWN BURIED OBSTRUCTIONS ARE SHOWN ON THE CONSTRUCTION DRAWINGS. ANY AND ALL OTHERS ENCOUNTERED ARE ALSO THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT AND REPAIR IF DAMAGED. 6. ANY AND ALL IMPROVEMENTS. SUCH AS ASPHALT OR CONCRETE PAVEMENT. CURBS. GUTTERS. WALKS, DRAINAGE DITCHES. EMBANKMENTS, SHRUBS, TREES, GRASS SOD. ETC., IF DAMAGED, SHALL BE RESTORED TO ORIGINAL CONDITION. 7. EQUIPMENT TYPES SPECIFIED HEREIN (IE: 'BACKHOE'. SWAMP PLOW' ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDED AS REQUIREMENTS. CONTRACTOR WILL BE NOTIFIED AS TO EXPECTATIONS. 8. SHORING OF BORE PITS AND TRENCHES IN ACCORDANCE WITH OSHA REGULATIONS IS MANDATORY. 9. BURIED CABLE MARKERS WILL BE PLACED AT ALL UNDERGROUND UTILITY LOCATIONS AND ALL OTHER LOCATIONS IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND THE OUTSIDE PLANT HANDBOOK. 10. ALL 4' ID CONDUIT WILL BE SCHEDULE 40 (EG.: PVC OR GSP/BSP), OR AS SPECIFIED. 11. UNDERGROUND CONDUIT WILL BE PLACED AT 48' MINIMUM COVER UNLESS OTHERWISE SPECIFIED ON THE CONSTRUCTION DRAWINGS. CLARIFICATION NOTES ._1. STATION 1. 2. LOCATION 2. 3. CLARIFICATION NO. AND MINIMUM COVER 3. 4. QUANTITY LINEAR FOOTAGE/SQUARE FOOTAGE. SIZE OF MANHOLE/HANDHOLE 4. SIZE OF PUU./SPUCE BOX. DIMENSION OF WALL. HEIGHT/CLASS/TYPE OF 5. - POLE 6. 5. TYPICAL DRAWING NO. AND TYPICAL DETAIL DRAWING NUMBER 7. 6. PLANT ACCOUNTING CODE 7. SPECIFIED CONDUIT. HANDHOLE/MANHOLE NO., SPECIFIED PURPOSE AND MATERIAL. BRIDGE NO. AND RAILROAD STATION. MATERIAL. POLE NO. ADDENDUM NOTES • CLARIFICATION NOTES (CONTINUED) 100 110 JACK AND DRY BORE CONDUR(S) 200 210 PLACE CONDUIT 212 PLACE HIGH DENSITY POLYETHYLENE (HDPE) 213 ROCK ADDER 214 SLURRY BACKFILL ADDER 215 EXPOSE CONDUIT 216 EXPOSE CONDUIT AND RELOCATE 217 EXPOSE CONDUIT AND REPLACE/SUBSTITUTE 218 EXPOSE AND REMOVE CONDUIT 219 EXPOSE AND REMOVE CONDUIT (ABANDONED) 220 CONCRETE ENCASE 221 REMOVE CONCRETE ENCASEMENT 222 REMOVE CONCRETE CAP 240 PLACE HANDHOLE 244 REMOVE EXISTING HANDHOLE 245 RELOCATE HANHOLE REPLACE/SUBSTITUTE HANDHOLE 247 EXCAVATE SPUCE PIT 250 PLACE MANHOLE 252 REMOVE EXISTING MANHOLE 255 RELOCATE PRECAST MANHOLE 256 REPLACE/SUBSTITUTE PRECAST MANHOLE 260 CONSTRUCT WALL 270 REMOVE AND RESTORE ASPHALT 280 REMOVE AND RESTORE CONCRETE 281 REMOVE AND RESTORE SIDEWALK 282 REMOVE AND RESTORE CURBING 300 310 ATTACH CONDUIT TO WALL OR STRUCTURE 315 DETACH CONDUIT FROM WALL OR STRUCTURE 320 CORE BORE 330 ATTACH PULL/SPUCE BOX TO WALL OR STRUCTURE 400 410 PULL CABLE 411 PULL THROUGH DUCT (INNERDUCT) 415 REMOVE CABLE FROM CONDUIT 420 REPOSITION ACTIVE CABLE SLACK 500 510 DIRECT BURY CABLE 515 EXPOSE DIRECT BURIED CABLE 516 EXPOSE DIRECT BURIED CABLE AND RELOCATE 517 REMOVE AND DISPOSE OF CABLE 520 PLACE AERIAL CABLE 525 RELOCATE AERIAL CABLE 526 DELASH AERIAL CABLE 527 RELASH AERIAL CABLE 528 REMOVE AERIAL CABLE 530 PLACE POLE/PUSH BRACE 535 REMOVE POLE/PUSH BRACE 600 610 620 630 JETTING CONDUIT EMBEDMENT PLOW DIRECTIONAL BORE 700 710 PLACE BURIED CABLE MARKERS AND SIGNS/MWCOM WATER CROSSING SIGNS 711 PLACE ISOLATOR/PROTECTION SYSTEM AT EXISTING HANDHOLES/MANHOLES 712 REMOVE BURIED CABLE MARKER POST/HARDWARE 714 REMOVE CONCRETE BURIED CABLE MARKER POST .r PROJECT: CLARIFICATION NO. QUANTITY uo OUTSIDE PLANT CONSTRUCTION 1- 0 OPTIC CABLE LJ ED L- J 1- 1- DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS GATE DESCRIPTION INITIAL ERRYT AS MAT RE OflERIIEE PROVIDED BY 03 RACT. TIME MAIM= NO 5'€OF1CA 1qa 9ULL RERAN OE PROPERTY OF Y0 ICRLDCC L 60114 M1$Q ISAED EI StThCT COIfOOICE MO SHALL NOT EEE REPRmUC D. COPIED. OL USED FOR NIT FORME rllRglT EPEffiC rSanut P00R801. SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 5 OF 52 DGN NO. TUK-05.DWG BURIED CABLE AERIAL CABLE SUBMARINE CABLE FOGWIRE CABLE DIRECT BURIED HOPE PVC OR SPUR PVC CONDUIT BSP/GSP OR SPLIT BSP/GSP CONDUIT STEEL CASING REMOVE AND RESTORE ASPHALT OR CONCRETE (WIDTH AS INDICATED) CORE BORE JACK AND BORE DIRECTIONAL BORE FUTURE CABLE REMOVE CABLE TO BE REMOVED OR ABANDONED (SHOWN FOR HOPE) AERIAL UTILITY (ELECTRIC) EXISTING SYMBOLS KEY PROPOSED Ai A — — A A SUBM SUBM FOGW FOGW H H uwvvUv‘ ZN //‘ • 48.E f 48" i•NDE3 = = = => —X—H C====� DB� O = = I> H A E A-E UNDERGROUND UTILITY (TELEPHONE) T T MAIN TRACKS ' 1 AUXILIARY TRACKS 1 1 1 1 1 CENTERLINE C/L C/L— RIGHT-OF-WAY R/W R/W EDGE OF PAVEMENT EOP EOP SIDEWALK S/W S/W DITCH UNE D/D/ TAX DISTRICT — — — — CITY, COUNTY OR STATE BOUNDARY UNE • • • PROPERTY UNE — — — FENCE UNE GUARDRAIL TOP OF SLOPE TOE OF SLOPE ---O--F/L--O - v v v v r v —o--F/L-0-- STEEL: MARKER AND SIGN -(A) ALUMINUM 'HUB' -STYLE MARKER -(B) FLAT MARKER -(C) TUBULAR MARKER -(0) TUBULAR MARKER. & ISOLATOR PROTECTOR -(E) MILE POST MARKER NOTE: i DASHED = NOT FOUND IN FIELD PERMIT TRACKING FORM IDENTIFIER ROCK PROBE (DEPTH AS INDICATED) UTILITY COVER DEPTH HANDHOLE, MANHOLE OR PULLBOX • POLE ANCHOR ONLY GUY ONLY OVERHEAD GUY (ARROW IN DIRECTION OF PULL) ANCHOR AND GUY SIDEWALK ANCHOR AND GUY FOREIGN ANCHOR AND GUY PUSH BRACE (EXISTING POLE) ACCOUNT. CODE CHANGE (BURIED TO AERIAL) BOND AND GROUND CULVERT (SIZE AS INDICATED) BRIDGE WATER METER GAS VALVE FIRE HYDRANT RAILROAD SIGNAL CONTROL BOX v v v v v v CAUTION NOTE EXISTING t' (A) (8) (C) (D) (E) .414 P.T.F. \ 187 / cam-) O El Q OHS' 10M 30.-5-84 PB D— 0 B&G > 12' TO 0 J A -- PROPOSED iii iEL 11T•i.Z, (A) (B) (C) (D) (E) P.T.F. \ 187/ C� • • Q OHG F 2' 10M y 30.-5-84 PB irc. A B� 0 PROJECT: CLARIFICATION NO. QUANTITY Z O O 0 O. .1- N 4.-Z O U 0 z Z k. < J CL3i710 - La cn H 2 8 O FIBER OPTIC CABLE ROUTE LE.I H WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INfAL DIW T AS MAY BE ODPxtSE PROMO) w oxTHACT. 114ZSE DRAWN= AND S437GT/DM SMALL ISHAN THE PROPERTY OF HO O6DCOIL BOTH ®IO ISTD N SDECT OOFDOIDE A!D SMALL NOT EC REPRODUCED. CCP= OR USED FOR ANY PURPOSE f11EOR SPECIFIC WITTEN PQYSOL SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 6 OF 52 OGN NO. TUK-06.DWG TYPICAL DETAIL "A" •compurrm. moiReENgcsji CRPLACD=Teutatri CABLE. TYPICAL DETAIL "E" CROSS SECTION OF C CONDUIT TYPICAL DETAIL "H CONSTRUCTION DETAILS. TYPICAL DETAIL "B" SIDEWALK CROSS SECTION r 42 UK COVER VA' A 6' ANL 12 Met CRAWL/SAND SJB BASE FOR LEVELING GRADE BURIED CABLE MARKER TAPE COMPACT BACKFILLS RI r LAMS 6' WIN. iA. CCNOUTT. AS SPECIFIED TYPICAL DETAIL "F" TYPICAL DETAIL "C" DIST. CONCRETE e CORED:RE NOTE EPDXY MOUT IS USED AT BON ENDS OF CORE BORE TO SEAL SLEEVE AND PPE f•P HANDHOLE DETAIL , LL II= =II —11- -1-11-11-11-11-11-11-11-11-11-1 67. CONCRETE SIDEWALK OR EARTH SURFACE 1 1/4CRUSHED GRML BACKFILL LMLITY VAULT COMPANY HANDHOLE #264—T VAULT WITH 264—TA ADJUSTABLE FRAME COWR (6. —r x x 4? -1 1/2"). HDPE CONDOR THROUGH KNOCK OUT. CONCRETE/PAVEMENT CROSS SECTION 24'MOL REMOVE AND REPLACE CONCRETE MIN. COMPACTED LIMESTONE OR CONCRETE SUB BASE BURIED CABLE MARKER TAPE CC&TACT BACKFILLS IN 6 LAVERS. 6' MIN. r MItL— ENCASE IN CLEAN SAND comurr AS SPECIFIED. TYPICAL DETAIL "D" IASPHALT/PAVEMENT CROSS SECTION A TYPICAL DETAIL "G" MANHOLE DETAIL ASPHALT OR CONCRETE ROAD SURFACE • • =II - • =Ai ..111.1110= 41; ,,i. .,• ii- it it41111,11. .11,, VAULT COMPA/Cf MANHOLE #414 L BASE WITH #44-38C ROUND ACCESS •W,V. (4.-0. x 4.-0' x 4.-01. CONDUIT GH KNOCK 1 1/4- CRUSHED GRAM- BACIffILL PROJECT: CLARIFICATION NO. QUANTITY OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE L;.1 _J TUKWILA, WASHINGTON DATE 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INMAL CREPT AS RAY IE WWII= PROMED BY CONTRACT. THESE CRAM= MC SPECNCATIONS SMALL NOLAN 1) PROPERTY OF MO VORLDOSIL B OTH EENO LERED N SIR= COMM= MO SHRI. NOT EX REPRO:MX= COPED. CR USES RR AMY PURPOSE =SCUT WO:P1C WIT= PERASSOL SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 7 OF 52 DGN NO. TUK-07.DWG CONCRETE CURB,GUTTER, AND CURB 8c GUTTER RESORATION DETAILS ETAI LS DETAIL "A" 2'-6" CURB AND GUTTER DETAIL "D" PROPOSED CURB & GUTTER LONGITUDINAL PLANE BUTT JOINT .125' RAD. .125' x 1' DEEP GROOVED OR SAWN JOINT TO BE FILLED WITH JOINT SEALER SURFACE OF PAVEMENT .125" PLAIN BUTT JOINT .125" RAD. PROPOSED PAVEMENT DETAIL "G" TRANSVERSE EXPANSION JOINT IN CURB AND GUTTER JOINT SEALER SURFACE OF GUTTER .125" .125" RAD. JOINT FILLER .125" 1.75' DETAIL "B" 1'-6" CURB AND GUTTER 9' .75" RAD. 12" _ 6 DETAIL "E" .125' RAD. .25" 8"X6" MEDIAN CURB QETAIL "C" 9"X12" OR 18" CONCRETE CURB .125' DETAIL "F" .25' 8"X12" OR 18" CONCRETE CURB NOTES: 1. CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALLS, EXCEPT THAT A 15' SPACING MAY BE USED -WHEN A MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE. FORM CAN BE OBTAINED WITHOUT THE USE OF TEMPLATES AT 10' INTERVALS. 2. JOINT SPACING MAY BE ALTERED IF REQUIRED BY THE ENGINEER. 3. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES. A MINIMUM DEPTH OF 1?" SWILL BE OBTAINED. 4. ALL CONSTRUCTION JOINTS, EXCEPT IN 8" x 6' MEDIAN CURB. SHALL BE FILLED WITH JOINT FILLER AND SEALER. 5. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS, ANO ADJACENT TO ALL RIGID OBJECTS. PROJECT: CLARIFICATION NO. QUANTITY uo 9 "J` OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE J P TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INMAL Ex:EAT AS WY BE MEM( PROVOED NY COGR CT. fl MID= NO SpEORCA1100 SHALL MAO NE PROVErf Of WS SORDCOL BOTH ECM =ED PI STRICT COFOOCE NO SMALL NOT BE REPRCOH®. COPiD. Olt USED RR ANT MOOSE STOUT SPEED 7ITTEN POi®011 SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 8 OF 52 DGN NO. TUK-08.DWG STANDARD SIDEWALK DETAILS DETAIL "A" PLAN VIEW PRE -FABRICATED JOINT FIVER DETAIL "B" PROFILE VIEW UGHT BROOM FINISH - MAX. RADIUS (GROOVE JOINT) • v. 4 . _ . . •' • • . • v . . • v . •v . • Ll, v 4 • a 4 4 4 4 • v .v . .• 4. v ' • • v flv w Ov d• d 4 1 • . v _ • v •d _ . .4. . d A • - . ' ' • • •1 . . • . • . 4 .• v 4 ..v.- .625' (EXPANSION JOINT) NOTES: 1. EXPANSION JOINT IF ADJACENT TO CURB. 2. W=MINIMUM OF 5', IF WITHIN 1'-0' OF CURB. 3. MINIMUM W =4 FEET. PROJECT: CLARIFICATION NO. QUANTITY e, 1•0 z 0 1= 0 1- H N z" 0 0 1- z r w 0 1- 1- 0 H O w Z. J O mt9 0 Z. U 1 < 0 O, D- ¢ m 1- w _J DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =EFT As MAY Ile OACRag PROSICCD BY COttiMCL DIM DRAW= AIQ WET7tt AAC10 941L ROLM AC NICPERIY Cr Ma aOEDCOL SQDI -ENO MUD N SIMM COM OICE AM * AU. WIT R RIPRCOlICED. CCPIC4 CR USED FOR ANY MRCS IIITHOUT 9.10:V1C %alta POOaSOL SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 9 OF 52 DGN NO. TUK-09.DWG MAA. b NOTES: 'Nr USE 6'x6' -6/6 -WELDED WIRE MAT s SIGN O� JOINT ' • •_ • GROOVE • . JOINT• • • • .• EXPANSION JOINT . •' • SLOPE .25' TOWARDS PER FOOT STREET PRE -FABRICATED JOINT FIVER DETAIL "B" PROFILE VIEW UGHT BROOM FINISH - MAX. RADIUS (GROOVE JOINT) • v. 4 . _ . . •' • • . • v . . • v . •v . • Ll, v 4 • a 4 4 4 4 • v .v . .• 4. v ' • • v flv w Ov d• d 4 1 • . v _ • v •d _ . .4. . d A • - . ' ' • • •1 . . • . • . 4 .• v 4 ..v.- .625' (EXPANSION JOINT) NOTES: 1. EXPANSION JOINT IF ADJACENT TO CURB. 2. W=MINIMUM OF 5', IF WITHIN 1'-0' OF CURB. 3. MINIMUM W =4 FEET. PROJECT: CLARIFICATION NO. QUANTITY e, 1•0 z 0 1= 0 1- H N z" 0 0 1- z r w 0 1- 1- 0 H O w Z. J O mt9 0 Z. U 1 < 0 O, D- ¢ m 1- w _J DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =EFT As MAY Ile OACRag PROSICCD BY COttiMCL DIM DRAW= AIQ WET7tt AAC10 941L ROLM AC NICPERIY Cr Ma aOEDCOL SQDI -ENO MUD N SIMM COM OICE AM * AU. WIT R RIPRCOlICED. CCPIC4 CR USED FOR ANY MRCS IIITHOUT 9.10:V1C %alta POOaSOL SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 9 OF 52 DGN NO. TUK-09.DWG 4' x 4' x 4' INTERCEPT MANHOLE DETAIL DETAIL "A" r A-2 PLAN VIEW 4'-0' C/L A-1 4-0' ti / A-2 SECTION A-1 A 10' 6' v 36' 014. .875' FLUSH TYPE PUWNG IRON 8' DIA. SUMP W/ RECESS FOR PLATE A-1 CA H-20 TRAFFIC RATED 30' DIA. CAST IRON COVER MARKED _38' Dla x 6' GRADE RING 2 —0' 6 —6' 4'-0'. 2'-0' • -- 6. 1—= 6' / t POLYPROPYLENE STEPS 0 12' DETAIL "B" MANHOLE COVER WESTERN IRONWORKS #0=30 .5' DIA. BRASS GROUND INSERT 16'x16' THINWALL KNOCKOUT CENTERED ON THREE WALLS NOTES: 1. EACH COVER TO HAVE (4) PICK SLOTS FOR REMOVING 2. STAMP 'CARRIER LOGO" IN COVER 3. ACCESS HOLE = 30' SECTION A-2 CARRIER LOGO GALV. CABLE RACKS INSTALLED BY CONTRACTOR AFTER MANHOLE IS SET 1" DETAIL "C" MNAHOLE COVER CROSS SECTION 32" 32" 30" 1 1.375" 41" of 4 49" STANDARD PRODUCT PART NUMBERS: BAJt: 44L—B24—MCI TOP: 44L—T24—MCI NECK: 36GR-6 COVER: 1.375" 11 10" NOTES: VAULTS AND MANHOLES DESIGNED FOR THE FOLLOWING: H-20 TRAFFIC LOADING. 2. CONCRETE COMPRESSIVE STRENGTH, Fo = 5,000 P.S.I. AT 28 DAYS. 3. STEEL REINFORCING YIELD STRENGTH, Fy = 60,000 P.S.I. PER ASTM A-706 OR IASTM A-615. 4. QUIKSET ORGANIZATION ASSUMES NO RESPONSIBILITY FOR FRESH AIR VENTILATION IN MANHOLES. 5. ALL JOINTS TO BE SEALED USING QUIKSEAL/RAM NECK JOINT SEALANT UNLESS OTHERWISE NOTED. 6. CONTRACTOR MUST VERIFY SIZE. LOCATION, AND CONFIGURATION OF KNOCKOUT. TERMINATOR. AND HOLES. 7. PRIOR TO SETTING, THE CONTRACTOR SHALL PROVIDE A MIN. OF SIX (6) INCHES OF BASE MATERIAL SUITABLE AS BASE TO RECEIVE MANHOLE. THE BASE MATERIAL SHALL BE COMPACTED AND GRADED LEVEL AND AT PROPER ELEVATION TO RECEIVE THE MANHOLE IN RELATION TO THE CONDUIT GRADE OR GROUND COVER REQUIREMENTS! AS DESIGNATED IN TIDE PLANS 8. ADDI110NAL #5 DIAGNOLS TO BE FURNISHED AT OPENINGS. 9. TOTAL WEIGHT 10.6000 LBS. PROJECT: CLARIFICATION NO. QUANTITY FIBER OPTIC CABLE ROUTE W F— TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =DEPT AS WT S =CMS! PROP® NTT COM/CT THESE MAID= MO SPIEOfICATIONS SHALL ROAM TK PROPOITI' Or NO ROIDOON. BORN MONO 1551J9 N STRICT COiCO= MO 24/AL OCT I! IQPROaJCED. CORD. of USD FOR AKE PURPOSE UT40JT WECIFC trlrtaN P0007OL SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 10 OF 52 DGN NO. TUK-10.DWG 2.5' x 5' x 2.5' (NOTE: HANDHOLES USED IN GRASS DETAIL- 'A" EXPLODED ISOMETRIC DETAIL SEE DETAIL A-3' THIS SHEET NON—SKID SURFACE EMS MARKER 3M CAT #1411 (ONE SIDE ONLY) LOCK DOWN DEVICE AND DIRT SHIELD SEE DETAIL 'A-1' THIS SHEET UNISTRUT CHANNEL SUPPORT BEAM 1.625" X 1" X 33" (3 REQUIRED) .375" INSERT SEE DETAIL A-4' THIS SHEET TWO PIECE REINFORCED POLYMER MORTAR (RPM) COVER FOR 20,000 LBS. LOADING WEIGHT UFTING SLOT 4" X 2" WITH CENTER PIN LOCKING BEAM (CENTER ONLY) SEE DETAIL 'A-2' THIS SHEET REINFORCED POLYMER MORTAR FRAME (RPM) BONDED TO VAULT BY MANUFACTURER .75 IN. .50 IN. FIBERGLASS REINFORCED PLASTIC VAULT (FRP) 4.50" BELL ENDS W/ PVC PLUG. BELL ENDS TO ACCOMODATE SCHED. 40 PVC (BOTH ENDS) SUITABLE DIRT BACKFILL LIFTING BOLTS (TYP. 4 PLACES) 2" KNOCKOUT (BOTH ENDS) 2.50" KNOCKOUT (BOTH ENDS) DETAIL : "C" PLAN EXCAVATION PIT EMS MARKER (ONE SIDE ONLY) PROFILE +-- 5'-0" 3" REINFORCED RIB -- EXISTING GRADE SUITABLE DIRT BACKFILL CRUSHED STONE PVC, BSP/GSP OR HOPE CONDUIT (TYP.) HANDHOLE DETAIL SEATTLE CITY LIMITS) AREAS ONLY WITHIN DETAIL "A-1" LOCK DOWN DEVICE NEOPRENE RUBBER 4" X 1.50" X .25" A .1875" SCREW WITH FLAT WASHER SECTION A -A REINFORCED POLYMER MORTAR COVER AND FRAME LOCKING DEVICE CROSS SECTION DETAIL "B" VAULT BOTTOM PLAN VIEW (144 SQ. IN. TOTAL DRAINAGE) s" ---• F A 1 29.50" O 59.50" 12" TYP. DETAIL "D" SIDE WALL VIEW INSIDE LOOKING OUT A 1" DIA HOLE FOR GROUND (R�OyDD 6" X 6" DRAIN .50" OPENING (TYP (MAX)— 4 PL) DETAIL "A-2" ENGAGED LOCK DOWN DEVICE NEOPRENE CO 50" STAINLESS STEEL ACME THD. BOLT & CAPTURE NUT W/ STAINLESS END CAP (SELF CLEANING) P1000 UNISTRUT DETAIL "A-3" COVER HOLD DOWN BRACKET OF 2 -PIECE RPM COVER .375" INSERT (TYP-4 PLACES)LS) 75" X 1.25" HEX BOLT WITH NUT, AND WASHER COVER HOLD DOWN BRACKET (HOT DIPPED GALV) (2 REQ'D) DETAIL "A-4" SUPPORT BEAM INSTALLATION (TYP. AT 6 PLACES) / RPM COVER oa p p A a la a a v1 aa 1� RPM FRAME i A a jj a a p .4 to a NOTE UNEAR DISTANCE BETWEEN LAG BOLT ANCHORS MUST BE 25". ,I FIBERGLASS VAULT SUPPORT BEAM NOTES: 1. VOID IN EXCAVATED AREAS TO 8E BACKFILLED WITH SELECT MATERIAL 2. BOTTOM OF EXCAVATED PIT TO BE BACKFILLED WITH 12" OF CRUSHED STONE (.75" GRADE). 3. SHORING WILL BE REQUIRED. 4. ALL HANDHOLES SHALL BE PLACED BELOW EXISTING GRADE. 5. THIS HANDHOLE IS OF FIBERGLASS MATERIAL, APROXIMATELY POUNDS IN WEIGHT. THE. UDS ARE POLYMER CONCRETE MATERWL., EACH APPROXIMATELY POUNDS. PROJECT: CLARIFICATION NO. QUANTITY Z z O OF U n E r;J:0 a 1_Z < -J k • a 4,0 1-1-1o 2 81- FIBER OPTIC CABLE ROUTE L�..I F--- F TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL E7CEF T AO MAY a cRaacg PIIOYCED re caoReer. nen mums NO SPECARCATIOS SHALL ROOM TI€ PROPERTY OP SO ROIO.DOOR. DOM eon QSED N !TEOCT COSMIC( Ale Soul ITE[ REPROOUQD. COPED. CR USED POE MY MOOSE ■MOJT WECISC Immo' PERI152101. SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 11 OF 52 DGN NO. TUK-11.DWG HANDHOLE SLACK STORAGE DETAILS DETAIL "A" CABLE SLACK ARRANGEMENT CABLE RACK .•-- LOOP DIRECTION -0. LOOP DIRECTION CABLE RACK CABLE RETAIN DETAIL "B" HANDHOLE LAYOUT B 30' • CABLE RACK CABLE RACK "01- LOOP DIRECTION -0'. .61- LOOP DIRECTION 60' CABLE RACK CABLE RACK'_( SECTION B -B .375.-16 MOUNTING INSERTS FOR SPUCE CASING 4 PLACES (2 EACH SIDE) CABLE RETAINER B PROJECT: CLARIFICATION NO. QUANTITY • Z O OH U U U H O z Q k J Q. 41/40 0 2I-- O FIBER OPTIC CABLE ROUTE J TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS GATE DESCRIPTION INmAL man AS NAY OIL mThETnla PROW= IT COBRAS% MESE WAWA= APO SPECFICADC10 DOLL REMAIN 11E PROPERTY 6 NO EO USCOL ECM PDN ISM= N STRICT COiEFHCt AO DULL NCT ac TEPPOSUOID• CC ED. USED POR ANY ADIPOSE riNOJT SPO:DlC wETTVP PQOY®O. SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 12 OF 52 DGN NO. TUK-12.DWG BACKBONE / BACKBONE AND SPUR CONFIGURATION DETAIL EXTERNAL OF HAND HOLE TO SURGE a --- ARRESTER HANDHOLE • TO SURGE ARRESTER HANDHOLE EXTERNAL OF HAND HOLE DETAIL _ "A" BACKBONE CONFIGURATION 30 FEET LONG #6 AWG INSULATED STRANDED COPPER WIRE (BLUE) 30 FEET LONG #6 AWG INSULATED STRANDED COPPER WIRE (BLACK) F/0 CABLE NORTH / EAST F/O CABLE SOUTH / WEST GROUND LUGS (2 PLACES) ALL EXTERNAL GROUND CONNECTIONS TO 1st L:UVtHtu WITH 'RN' SILICONE CAULK GROUNDING BRAID W/INSTALLATION SLEEVE PERFORATED GROUNDING STRAP d0F d®L LIML t o CABLE SHEATH SHOULD BE' FIRMLY BONDED-17-1HE CENIKAL SIK.NbIM MtMtitli 0 aav DETAIL "B" 30 FEET LONG #6 AWG INSULATED STRANDED COPPER WIRE (YELLOW) (GROUNDING OF SPUR FIBER CABLE) 30 FEET LONG #6 AWG INSULATED STRANDED COPPER WIRE (BLUE) (GROUNDING OF N/E FIBER CABLE) BACKBONE AND SPUR CONFIGURATION .l 000 3M SPUCE CASE (COVER NOT SHOWN FOR CLARITY) INSULATED STRENGTH GROUND LUGS (2 PLACES) ALL EXTERNAL GROUND CONNECTIONS TO BE COVERED WITH 'RN" SIUCONE CAULK GROUNDING BRAID W/INSTALLATION SLEEVE PERFORATED GROUNDING STRAP MEMBER 30 FEET LONG #6 AWG--/ INSULATED STRANDED COPPER WIRE (BLUE) /".'• %% vav aov aov 3M SPUCE CASE (COVER NOT SHOWN FOR CLARITY) INSULATED STRENGTH MEMBER CABLE SHEATH SHOULD BE FIRMLY BONDED—ITT-FRE CLNIKAL SIKtNIalti MtMtS J PROJECT: CLARIFICATION NO. QUANTITY uo 9 cc • OUTSIDE PLANT CONSTRUCTION DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL ECC PT AS MAY BS CTDERf6E PRWKD IT CONTRACT. DMZ CRATOICH AND WECJICATRR6 SHALL RERAN M FROMM' OF ICI WOR DCdL BOTH ®C ISSUED RI STRICT =mom .NO SiIAIL ROT E REPREDUCED. COP= CR USED TDR AM PURPOSE rmavT MEM ISMER PCe®oL SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 13 OF 51 DGN NO. TUK-13.DWG PROPOSED 4' SPLIT CON SPLICE PIT .DETAILS DETAIL "A" PLAN VIEW EXISTING CABLE EXISTING GRAD 10" ,•' EXISTING CAB PROPOSED HANDHOLE PROPOSED 4' SPLIT'CONDUIT PROPOSED HANDHOLE 3'-0' PROPOSED CABLE PROPOSED CONDUIT/CABLE EXISTING CABLE PROPOSED CONDUIT/CABLE SECTION A -A SPLICE PIT 7' 00 25' 0' D a•. ad•� fd \ C a\ a\.%a." 9 d.\ ai ►M -t i � a Imo'►,' o e ,d �J oe\'oob.V. pe �►d'jJ.dja.d'.� s. 1►.r'. .►•. o i •d J.d'i eb�e e\ 'n ebb'Y• Dl�r•\•.r• 0 0 o a e J.d',J,d•,J.e',J,d',J.d•; .s•; .d' V.E.TEy.Y.Ta/.Y. T7Y.Y. bl Y.ZE Y h. •D a\•D e\•O o\•D o\•o a\•., PROPOSED CABLE DETAIL' :"B"' PROFILE VIEW EXISTING CABLE SPLICE POINT C. <R. . :Y. C.Y. O •.‘..,4 e O •o 0"•o e\ o e\ o o\•o e\ , , par,. J.d wJ.dJ. EXISTING CABLE TO BE ABANDONED OR SALVAGED AS SPECIFIED SPLICE POINT 3'-0' MIN. d' I 3 .,4, -17 ';,- .4. PROPOSED CABLE EXISTING CABLE SPLICE POINT EXISTING CABLE TO BE )ABANDONED OR SALVAGED AS SPECIFIED NOTES: 1. ALL EXISTING CABLE SHALL BE EXPOSED BY HAND DIGGING ONLY. 2. SHORING WILL BE REQUIRED. PROJECT: CLARIFICATION NO. QUANTITY uo cc 1•0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE W J H TUKWILA, WASHINGTON DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INrnAL =CPI AS MAY IE a em% PROVIDED M CDNIRACT DESS DRAM= AND 94iVaT COOS 94M. RUM THE PROPERTY Cr DO ramttnt ROTH BONO ISSUED EI EDOCT 091FCOK2 AHD 94AL'NOT OE REPRODUCED. COPED. OR USED FOR ANY PURPOSE MEW SPECT C WRiD1 PERIASSE . SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 14 OF 51 DGN NO. TUK-14.DWG 25' x 10' SPLICE PIT .STORAGE DETAILS DETAIL "A" PLYWOOD FLOOR PLAN VIEW 96" 96- 25' 96" SEAMSLY FOR LXOOR1 JOIST .75" PLYWOOD1116161111111111 1111 . 12H 24- 24 DETAIL "C" 2"X12" FLOOR JOIST DETAIL (2' ON CENTERS) 24s 24 , —s 24" 24" '1 10' 2- 4' X 8' X .75" PLYWOOD FLOOR 24' 24' 24' 12.75 �.75 PLYWOOD FLOOR SEE DETAIL C-1 BELOW FOR ENLARGEMENT OF THIS AREA DETAIL "C-1 " ENLARGEMENT DETAIL 2' X 4' TOP PLATE 4'X4'X 10'POST'S— 75- PLYWOOD 48" X 48" 4'X8'X.75- PLYWOOD FLOOR (SEE DETAIL C-1) 7 DETAIL "E" `2• X 12' FLOOR JOIST GROUND LEVEL 2" X 12" FLOOR JOIST 2' X 12" FLOOR ._ JOIST 2" X 12" X 10' END VIEW 113" 1 0 24' 120' a 0' 4' OPENING ACCESS & CABLE OPENING CABLE IN CENTER OF BUILDING DETAIL "B" PLYWOOD FLOOR TOP VIEW NOTE: TRENCH SHORING TO MEET OSHA REQUIRMENTS. f 40• 47.25 48" 46" 46 -er-- I46- 48- 1 r - - - .13—.— 48"—e. 0,--48.- ma-- 48"—o. 41)-- 48— 40• I A' = I3*- '-- - - // - ° .75" PLYW008� co 4•X4'X 10' POSTS 2' X 4" X 14' NAILED TO 2• X 4' X 10' TO PREVENT SWAYING DETAIL "D" SIDE VIEW L__ 300' 8-2• X 4" X 10' NAILED ON TOP OF 4•X4•X 10' POSTS 12.75- 2' X 4' STIFFNER (TOP PLATE) e. v 96- 96' 96' Dr• 12 'a SEE DETAIL D-11 FOR FOUNDATION PLAN DETAIL "D-1" EDGE OF STRUCTURE FOUNDATION PLAN .75" PLYWOOD .75" PLYWOOD FLOOR 2" X 12" FLOOR JOIST 1 E 2- X 12• FLOOR JOIST 12.75- 4' X 4' POSTS MATERIAL LISTS 8 - 4' X 8' X .75' PLYWOOD FLOOR 14 - 2" X 12" X 10' (2" X 12") FLOOR 2' ON CENTER 9 ` - 4' X 8' X .75' PLYWOOD FOR SIDE SHORING 20- 4" X 4' X 10' POSTS 8 2"X4•X10' 1 - 50' X 50' VISQUEEN TO BE TO BE STAPLED TO TOP AND SIDES FOR WIND AND RAIN PROTECTION (CLEAR VISQUEEN) - 2' X 4" X 14' NAILS 5 LBS. 16 PENNY FOR 2' X 4" 'S 5 LBS. 6 PENNY FOR PLYWOOD PROJECT: CLARIFICATION NO. QUANTITY 8 cc OUTSIDE PLANT CONSTRUCTION W 1- 0 CCCO 0 0 1- 0 w CO Lz W H H DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIP11ON INITAL CCM AS WY Be MEMO PRONGED ST CONTRACT. D= WARMS AMo WO:FI ATIONS Si4ALL ROAM M FROMM OF MO EORL000Ia BOTH BFDIO ISSUED M SDeCT CCIECEMCC ,AMD DOLL NOT BC RFPROOUICD, COPED. OR USED FOR ANY POW= InCilfY EPEWTC va nul PE7e®da SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 15 OF 51 DGN NO. TUK-15.DWG ..e--48—eco. E~ 47.25—. .13—.— 48"—e. 0,--48.- ma-- 48"—o. 41)-- 48— A' v 96- 96' 96' Dr• 12 'a SEE DETAIL D-11 FOR FOUNDATION PLAN DETAIL "D-1" EDGE OF STRUCTURE FOUNDATION PLAN .75" PLYWOOD .75" PLYWOOD FLOOR 2" X 12" FLOOR JOIST 1 E 2- X 12• FLOOR JOIST 12.75- 4' X 4' POSTS MATERIAL LISTS 8 - 4' X 8' X .75' PLYWOOD FLOOR 14 - 2" X 12" X 10' (2" X 12") FLOOR 2' ON CENTER 9 ` - 4' X 8' X .75' PLYWOOD FOR SIDE SHORING 20- 4" X 4' X 10' POSTS 8 2"X4•X10' 1 - 50' X 50' VISQUEEN TO BE TO BE STAPLED TO TOP AND SIDES FOR WIND AND RAIN PROTECTION (CLEAR VISQUEEN) - 2' X 4" X 14' NAILS 5 LBS. 16 PENNY FOR 2' X 4" 'S 5 LBS. 6 PENNY FOR PLYWOOD PROJECT: CLARIFICATION NO. QUANTITY 8 cc OUTSIDE PLANT CONSTRUCTION W 1- 0 CCCO 0 0 1- 0 w CO Lz W H H DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIP11ON INITAL CCM AS WY Be MEMO PRONGED ST CONTRACT. D= WARMS AMo WO:FI ATIONS Si4ALL ROAM M FROMM OF MO EORL000Ia BOTH BFDIO ISSUED M SDeCT CCIECEMCC ,AMD DOLL NOT BC RFPROOUICD, COPED. OR USED FOR ANY POW= InCilfY EPEWTC va nul PE7e®da SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 15 OF 51 DGN NO. TUK-15.DWG 24' x 8' SPLICE PIT STORAGE DETAILS DETAIL "A" - PLYWOOD- FLOOR PLAN VIEW SEAMS FOR .75" PLYWOOD 24' 2" X 12" FLOOR JOIST -4'X8'X.75" PLYWOOD FLOOR 8' 23.2 96" s I. 13' 96"—wk 48"-Id DETAIL "C" 2"X12" FLOOR JOIST DETAIL (2' ON CENTERS) 24 24 24". 24a a2�24" pis4 4 24" - 24' 2Ste 3 DI 4k--.7 PLYWOOD FLOOR SEE DETAIL C-1 BELOW FOR ENLARGEMENT OF THIS AREA GROUND LEVEL DETAIL. "C-1" ENLARGED DETAIL .75" PLYWOOD FLOOR DETAIL .."E 2" X 12" FLOOR JOIST GROUND LEVEL 2" X 12" FLOOR JOIST 2' X 4' TOP PLATE —\\\ END VIEW 113" 4' X 4' X 10' POSTS --"1" .75" PLYWOOD 48" X 48" 4' X 8' X .75" PLYWOOD FLOOR (SEE DETAIL c-1) 2" X 12" FLOOR JOIST 2"X 12"X 10' (SEE DETAIL) 30" 29"s LA/ 4 96" 30" e 0' 29" OPENING ACCESS & CABLE OPENING CABLE IN CENTER OF BUILDING DETAIL "B" PLYWOOD FLOOR TOP VIEW 48" sa-48" a� NOTE: TRENCH SHORING TO MEET OSHA REQUIRMENTS. 482--o-.6-- 48"—s, 32" 32" r 32" L 2" X 4" X 8" ST1FFNER (TOP PLATE) .75" PLYWO r r r r r 110 - 2" x 4" x 8' To PREVENT BOWING OR SWAYING DETAIL "D" SIDE VIEW 288" 1 2.25" 24" 24" SEE DETAIL D -1J FOR FOUNDATION PLAN EDGE OF STRUCTURE 4 1--1 1 1 1 I j 1 I,`_�. X 121" .75" PLYWOOD FLOOR TO BE IN UNE WITH FLOOR JOIST 2" ON CENTER 24" 4 24" 40—e. 24" 96" 24" 24" 24" 24" 2" X 7-1.44!" POSTS 96' DETAIL "D-1" FOUNDATION PLAN 75" PLYWOOD T .75" PLYWOOD FLOOR 2" X 12" FLOOR JOIST FLOOR JOIST SEE DETAIL "C" THIS SHEET MATERIAL LISTS 14 - 4' X 8' X .75" PLYWOOD FLOOR 13 - 2" X 12" X 8' FLOOR JOIST 65- 2' X 4' X 8' 1 - ROLL OF CLEAR VISOUEEN 50' X 50' NAILS 5 LBS. 16 PENNY FOR 2" X 4" 'S 5 LBS. 6 PENNY FOR PLYWOOD PROJECT: CLARIFICATION NO. QUANTITY 8 cc •cj OUTSIDE PLANT CONSTRUCTION 1- 0 Z J O 0 O Z o _J CD LL_ Y H LiJ -J H DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =EFT AS MAY BE °MERSEY PROVIDED CY CONTRACT. DISC CRAVINGS ANO SPEL?FIWTxNS SMALL RERAN TIE PROPWTY OF 14 RORDCCIL BON BONO ISSUED N STRICT =MOD= ARO SNAIL ICT BE REPRO OXER. CCPED. OR USED FOR ANY PURPOSE "man mane ^wmTTh PVII®ON. SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 16 OF 51 DGN NO. TUK-16.DWG EXISTING GRADE Z.' DETAIL "A STEEL POST INSIDE TUBULAR MARKER INSTALLATION VIEW 8. STEEL POST DRIVEN 4.-0 INTO GROUND A-1 in n 6' A-1 TUBULAR MARKER DETAILS DETAIL "B" FRONT VIEW .11 3.75' 0. MCI 1 11 1 1 1 I I 1 1 1 3.75' O.9 SECTION A-1 MARKER (ORANGE) THICKNESS MATERIAL .125' • SLEEVE (WHITE) THICKNESS MATERIAL .125' .50' DIA. BOLT HOLE (BOTH SIDE) SEE SECTION A-1 & DETAIL THIS SHEET TUBULAR MARKER 1.5' BOLT SEE DETAIL 'D' DETAIL "C" SIDE VIEW 3.75' 0. r A � a L I E I 0 u T DLL 1-111111-M VC TIE LOC F I 1 B , E R 1 0 P I T I C ICI Q-IidR M. OIE CULL w lana SE IN MS SIGN I.O. WOOER 1 1 1 1 I 1 1 THICKNESS MATERIAL .125' 1 THICKNESS MATERIAL .125' 1 1 1.5' DIA. ap ANCHOR HOLE i 1 (BOTH SIDE) I: 6, SEE SECTION A-1 I & DETAIL "D" THIS SHEET 3.75' 0. ---1 DETAIL "D" 1.5" t BOLT PROJECT: CLARIFICATION NO. QUANTITY 8 OUTSIDE PLANT CONSTRUCTION w 1— O CC Z J O co 1— (5 O Z U = CL_ 0' Q _ m 3 LL_ 1-- H DATE: 12/20/00 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INrAL. E7CSYT AS MY BE °DOO E PROVIDED EY CONTRACT. MESE CRAM= NO SPECIFICATIONS SHALL ROAM TIE PROPERTY CP 110 TAIODCOIL BOM ®IO ISSUED N STRICT COlfTOE1IE NO OVAL ROT BE REPRODUCED. D. COMM a USED PVA ANY PURPOSE MOW VEOIC SR111191 PO MS:ROL SCALE HORIZONTAL: N.T.S. VERTICAL: N.T.S. MP, TO MP SHEET 17 OF 51 DGN NO. TUK-17.DWG MATERIAL RAKE-OFF Material Rake—Off Project Name: TUKWILA, WASHINGTON; TUKWILA Span Name: CLAR CLAR CLAR SUB. DESCRIPTION [ ". CLAR TOTALS SHT 20 SHT 21 SHT 22 SHT 23 SHT 24 SHT 25 SHT 26 SHT 27 SHT 28 SHT 29 SHT 30 SHT 31 SHT 32 SHT 33 SHT 34 SHT 35 SHT 36 f SHT 37 SHT 38 SHT 39 SHT 40 210 (1) 6' PVC CONDUIT ' 75' 240 PLACE HANDHOLE (264TA—HH) 75' 1 1 1 250 PLACE MANHOLE (H20 TRAFFIC RATED 4x4x4) 2 1 220 1 ENCASE CONDUIT IN CONCRETE ; 75' 270 REPLACE ASPHALT (SQ. FT.) 100 75' 100 100 100 100 281 REPLACE SIDEWALK (SO. FT.) 100 100 200 240 310 PLACE HANDHOLE (264TA—HH) 9 410 144 COUNT FIBER OPTIC CABLE 700' 750' 1 750' 1 2 1 1 810' 411 250 PLACE MANHOLE (H20 TRAFFIC RATED 4x4x4) 28 2 2 1 1 411A 1 1 1 2 1 3 2 1 -• 1 (4) 2' HOPE CONDUIT 1 2 270 650' REPLACE ASPHALT (SO. FT.) ; 1,300 650' 610' 630A 100 8" STEEL CONDUIT 200 200 100 (6) 2" HOPE CONDUIT 1 100 281 REPLACE SIDEWALK (SQ. FT.) 1,200 100 100 100 100 200 100 310 6' STEEL CONDUIT i 343' 200' 143' 410 14-4 COUNT FIBER OPTIC CABLE 24,703' 520' 885' 940' 750' 650' 960' 1,463' 750' . 730' 850' 770' 1,385' 1,500' 1,455' 460' 645' 960' ,1 685' 455' 755' 860' 411 (4) 2' HOPE INNERDUCT 123' 123' 411A (4) 1.25' HDPE INNERDUCT 343' 200' 143' 630 (4) 2" HOPE CONDUIT : ' 17,395' 420' 685' 740' 650' 550' 560' 663' 427' 630' 650' 470' 942' 1,300' 1,055' 223' 1585' 355' 655' 660' 630A 8' STEEL CONDUIT ` 123' 123' 630B. (6) 2" HDPE CONDUIT ; ' •. L 1,742' 200' 460' 545' 537' - - i Material Rake—Off (Cont). Project Name: TUKWILA, WASHINGTON; TUKWILA Span Name: CLAR CLAR SUB. DESCRIPTION SHT 41 SHT 42 SHT 43 SHT 44 SHT 45 SHT 46 SHT 47 SHT 48 210 (1) 6' PVC CONDUIT 220 ENCASE CONDUIT IN CONCRETE 240 PLACE HANDHOLE (264TA—HH) 1 1 1 1 250 PLACE MANHOLE (H20 TRAFFIC RATED 4x4x4) 2 1 1 1 1 1 270 REPLACE ASPHALT (SQ. FT.) 100 100 100 100 100 100 281 REPLACE SIDEWALK (SO. FT.) 100 100 200 100 310 6' STEEL CONDUIT 410 144 COUNT FIBER OPTIC CABLE 700' 750' 1,015' 750' 750' 750' 750' 810' 411 (4) 2" HDPE INNERDUCT 411A (4) 1.25' HDPE INNERDUCT 630 (4) 2' HOPE CONDUIT 600' 650' 715' 650' 650' 650' 650' 610' 630A 8" STEEL CONDUIT 630B (6) 2" HOPE CONDUIT PROJECT: CLARIFICATION NO. QUANTITY " • ij OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL o omT u WY t[ MICROS PROM= BY COMIMA=T. ,.= O WINGS AMO yCXDOe MALL RYAN M PIIOPERTT 0 MO BORDOOL B OTH ®q OW M SOOT O .R lG MO MALL NOT t[ /OPRCOtKm. O7PDX Ot IOW POI NO PURPOSE f7MOfT WOWIO SITTal MAIO901. SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 18 OF 52 DGN NO. TUK-18.DWG LABOR RAKE-OFF Labor Rake—Off Project Name: TUKWILA, WASHINGTON; TUKWILA = Span Name: CLAR CLAR SUB. DESCRIPTION I CLAR TOTALS SHT 20 SHT 21 SHT 22 SHT 23 SHT 24 SHT 25 SHT 26 SHT 27 SHT 28 SHT 29 SHT 30 SHT 31 SHT 32 SHT 33 SHT 34 SHT 35 SHT 36 SHT 137 SHT 38 SHT 39 SHT 40 210 TRENCH (1) 6" PVC CONDUIT 75' 240 75'. 1 1 1 1 250 PLACE MANHOLE (H20 TRAFFIC RATED 4x4x4) 2 220 1 ENCASE CONDUIT IN CONCRETE j 75' 1 270 REMOVE AND REPLACE ASPHALT (SQ. FT.) 75' 100 100 100 100 100 281 REMOVE AND REPLACE SIDEWALK (SQ. FT.) 100 100 200 240 100 PLACE HANDHOLE (264TA—HH) ! 9 ATTACH 6" STEEL CONDUIT TO BRIDGE 320 CORE BORE HOLE IN MANHOLES (INCHES) 1 1 2 1 410 250 PULL 144 COUNT FIBER OPTIC CABLE PLACE MANHOLE (H20 TRAFFIC RATED 4x4x4) 28 1,015' 2 2 1 1 810' 1 1 1 2 1 3 2 1 ( 1 2 270 REMOVE AND REPLACE ASPHALT (SQ. FT.) 1,300 100 DIRECTIONAL BORE (4) 2" HDPE CONDUIT 600' 650' 715' 650' 650' 200 200 100 630A DIRECTIONAL BORE 8" STEEL CONDUIT ! 100 281 REMOVE AND REPLACE SIDEWALK (SQ. FT.) 1,200 6308 DIRECTIONAL BORE (6) 2" HDPE CONDUIT 100 100 100 100 200 :100 310 ATTACH 6" STEEL CONDUIT TO BRIDGE 343' . 200' 143' 320 CORE BORE HOLE IN MANHOLES (INCHES) 30" 6" 6" 6" 6" 6" 410 PULL 144 COUNT FIBER OPTIC CABLE 24,703' 520' 885' 940' 750' 650' 960' 1,463' 750' 730' 850' 770' 1,385' 1,500' 1,455' 460' 645' 960' i 685' 455' 755' 860' 411 PULL (4) 2" HDPE INNERDUCT I 123' 123' 411A PULL (4) 1.25" HDPE INNERDUCT ; 343' 200' 143' 630 DIRECTIONAL BORE (4) 2" HDPE CONDUIT 17,395' 420' 685' 740' 650' 550' 560' 663' 427' 630' 650' 470' 942' 1,300' 1,055' 223'• 41585' 355' 655' 660' 630A DIRECTIONAL BORE 8" STEEL CONDUIT 123' 123' '' 6308 DIRECTIONAL BORE (6) 2" HDPE CONDUIT 1,742' 200' 460' 545' 537' 'j 1 / Labor Rake—Off (Cont). Project Name: TUKWILA, WASHINGTON; TUKWILA Span Name: CLAR CLAR SUB. DESCRIPTION SHT 41 SHT 42 SHT 43 SHT 44 SHT 45 SHT 46 SHT 47 SHT 48 210 TRENCH (1) 6" PVC CONDUIT 220 ENCASE CONDUIT IN CONCRETE 240 PLACE HANDHOLE (264TA—HH) 1 1 1 1 250 PLACE MANHOLE (H20 TRAFFIC RATED 4x4x4) 2 1 1 1 1 1 270 REMOVE AND REPLACE ASPHALT (SQ. FT.) 100 100 100 100 100 100 281 REMOVE AND REPLACE SIDEWALK (SQ. FT.) 100 100 200 100 310 ATTACH 6" STEEL CONDUIT TO BRIDGE 320 CORE BORE HOLE IN MANHOLES (INCHES) 410 PULL 144 COUNT FIBER OPTIC CABLE 700' 750' 1,015' 750' 750' 750' 750' 810' 411 PULL (4) 2" HDPE INNERDUCT 411A PULL (4) 1.25" HDPE INNERDUCT 630 DIRECTIONAL BORE (4) 2" HDPE CONDUIT 600' 650' 715' 650' 650' 650' 650' 610' 630A DIRECTIONAL BORE 8" STEEL CONDUIT 6308 DIRECTIONAL BORE (6) 2" HDPE CONDUIT PROJECT: CLARIFICATION NO. QUANTITY Z Z 0 O_ OU cnZ O U 0 z Z < J a 3,0 o H gO FIBER OPTIC CABLE ROUTE 1= TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DME DESCRIPTION tN TUL MDR A3 NAT BC =COL'S MAC= BT iWIflRACT. TI= CRAVINGS MO yCQR'A1TR7O MALL RENAN M PRCPENTT a• N7 SCRICCOL BOM 8010 RCM N STIOCT CCIIODKC MO CULL ROT OC RE ROOT!®. WPOA. O1 WED TaR MY PURPOSE CDC= SPOT= ,RITRN Pl10®OC SCALE HORIZONTAL N.T.S. VERTICAL: N.T.S. MP TO MP SHEET 19 OF 52 DGN NO. TUK-19.DWG MATCH STA. 4+20 SEE SHEET #21 TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 0+00 4 410 420' 0+00 3 630 420' 0+00 0+00 1 410 100' STORAGE LOOP 2 320 6" PULL 144 COUNT DIRE O(WL BORE CORE BORE F.O. CABLE (4) 2 HOPE PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE C C 4/410to 0 N0 MI 0 0 0 3 0 0 0 T� OG z Z NORTH PROJECT: CLARIFICATION NO. QUANTITY 320 6" 410 520' 630 420' 8 9 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE DATE: 03/16/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =EFT AS MAY EE OTHERWISE PRG. BY CONTRACT. Mfg CAINENGS AMD SEOi1GDORS WAIL ROOM 1RE PRE ER1Y CF YO VICROCOI M01H WIG SUED M STRICT COMMENCE MO EMAIL MOT BE MEPROC G:4 C0P1ED. CR USED FOR MRY POSE: uncut SPELFTC ERRTE R PE Il590L SCALE HORIZONTAL: 1"=50' VERTICAL: N.T.S. MP TO MP SHEET 20 OF 52 DGN NO. TUK-20.DWG TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 6+49 6 410 100' STORAGE LOOP 6+49 5 250 1 PLACE MANHOLE PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE 6+01 4 410 100' STORAGE LOOP 6+01 3 250 1 PLACE MANHOLE 4+20 2 410 685' 4+20 1 630 685' PULL 144 COUNT DIRECTIONAL BORE F.O. CABLE (4) 2 HDPE NORTH PROJECT: z - 50th PLACE Dg R DB POWER POLE 9+84 O 0 10 z 0 V) POWER POLE STORM DRAIN 4+99 MATCH STA. 4+20 CLARIFICATION NO. QUANTITY 250 2 410 885' 630 685' uo k0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE W J H H TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL DEPT AS MAY BE ODOM= PROYDED BY CCO TRACT. 716E DRAMIMOS NO SPECIOCATIOIO SWALL RENIN 1) PRDPER1Y OF NO 111013DCM. BOM BE7IO ISSUED DI SWOT CONFOOKE NO SMALL NOT BE RFPROCOCED. CCPSD, OR USED FOR ANY PURPOSE ME)NOUT SPETSIC 7DDTTEN PERMISSION. SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 21 OF 52 DGN NO. TUK-21.DWG v c) z z O N P1 m O Tl N N v WATER METER 14+66 POWER POLE 14+36 EDGE OF DRIVEWAY 14+09 EDGE OF DRIVEWAY 13+83 PLACE MANHOLE 13+00 WATER METER 12+90 WATER METER 12+69 V� ob 4 ,soa C �x�` WATER VALVE 16+37 EDGE OF ASPHALT 16+32 FIRE HYDRANT & 16+23 WATER VALVE POWER POLE 15+93 WATER METER 15+69 EDGE OF DRIVE 15+54 EDGE OF DRIVE 15+36 STORM DRAIN 15+22 DRAY 1 DRivavAY DRAY R'AY 5 0 0 0 O O co ut O 0 O O w + O O A 0 r z H N :1VjN0ZINOH N O POWER POLE 11+41 w 6' DRAU'AY ' DRNE'AY r I I SEE SHEET #21 2 z m N O z P1 z z m m n D P1 r MATCH STA. 10+55 v D 0 N rn 0 IYICI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON J O u! O 0 0 u! rn w O rn O N u, O 'ON NOLLVOLURIV10 O ui 0 z R/W EOA TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 21+00 4 410 100' STORAGE LOOP 21+00 3 240 1 PLACE HANDHOLE PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE 20+82 POWER POLE 20+85 POWER POLE 117+60 2 1410 570' PULL1144 COUNT F.O. CABLE 00 O" 0 as CLL, U �zAIz z�.I° 0 ` 00 00 as aw CO./. acc anc nn ++ ++ mm COCO EDGE a m Do 17+60 1 630 570' DIRECTIONAL BORE (4) 2 HDPE R/w DB _ R/W SEE SHORELINE DRAWING 1 OF 4 RAY • / DUWAMISH RIVER SEE SHEET #24 MATCH STA. 23+30 NORTH PROJECT: SEE SHEET #22 CLARIFICATION NO. QUANTITY 240 1 410 670' 630 570' 1%0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE LIJ -J 1-- H TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL DO PT AS MAY BE OTHERWISE PROYCED BY OOMIRACI THESE DRAWN= AID BPFOd1CA SHALL RdADI DE PROPERTY OF MO I06DCd1. BOM BEND ISSUED W STRICT CONFDDICE AMI S4ML NOT BE REPRODUCED. cam. OR USED FCR WI PURPOSE IIfMOUT SPEED DRITTDI PERYSSIOIL SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 23 OF 52 DGN NO. TUK-23.DWG MATCH STA. 23+30 M N 1— W W N W W V) 23+30 1 630 600' 23+30 2 410 600' DIRE�ONAL BORE PULL 144 COUNT 4 2 HDPE F.O. CABLE Oe 25+00 EDGE OF WALKING PA 25+15 EDGE OF WALKING PATH BACK OF CURB a N TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 ITT SCHOOL 12720 GATEWAY DRIVE SEE SHORELINE DRAWING 1 OF 4 BOCPULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE TEMPORARY WORK SPACE IN PARKING LOT AT 12720 GATEWAY DRIVE PARKING LOT 0B NOTE: SET BORE TWICE TO BORE BOTH WAYS DB 21+00 3 250 1 PLACE MANHOLE 21+00 4 410 100' STORAGE LOOP BOC SWEEPING BEND SEE SHEET #25 MATCH STA. 29+30 NORTH PROJECT: CLARIFICATION NO. QUANTITY 250 1 410 700' 630 600' 3•0' OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL INCIOn AS WYE O1IBRMg PROVIDED BY CONTRACT. DESS MEANINGS /JO EDTIO S STALL ROANE THE PRCPflt1Y OF NO ISO6DcwL BOTH BE1D ISSUED DI STRICT CO T:OKI AND SNAIL NOT E REPROOUCFD. COPRA OR USED FCR ANY PURPOSE MOUT'.FEOFIC YAWED! PEIDLS9OL SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 24 OF 52 DGN NO. TUK-25.DWG 0 M 1- V) V) U N I H W W 2 1/) W W V) TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 DIRE�OVAL BORE PULL 144 COUNT 4 2 HDPE F.O. CABLE BOC SWEEPING BEND 0 r- 0 xas ti9� s 36+05 36+05 4 410 400' CORE BORE STORAGE LOOP 3 320 . 6" 0 a EXISTING 6" PVC TO C.O. BUILDING NORTH PROJECT: CLARIFICATION NO. QUANTITY 320 6" 410 960' 630 560' FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL DEEM AS MAY BE OMERMg PROVDED BY OCNTRACT. HESE DRUENOS. AIC SPECIFEMI IS SHALL MODS DE PTV OF NO NORLOCCEI BOM BENO ISM/ED N S SECT CONDOM AND SMALL NOT BE REPROCUTED. COPED, OI USED FOR ANY PURPOSE UIMOUT SPECIFIC BRITTEN BEMUSE*. SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 25 OF 52 DGN NO. TUK-25.DWG 88+05 5 630 423' 88+05 6 410 423' DIRE OVAL BORE PULL 144 COUNT 4 2 HDPE F.O. CABLE 88+58 WATER METER cbi 89+32 BEGIN DRIVEWAY 89+64 BEGIN DRIVEWAY TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 92+28 7 250 1 PLACE MANHOLE 92+28 9' 210 75' TRENCH 6' PVC CONDUIT E 92+28 8 410 400' STORAGE LOOP 92+28 10 220 75' ENCASE CONDUfT IN CONCRETE E SEE SHEET #25 MATCH STA. 36+80 END RUNNING UNE 33+63 MCI BUILDING 93+03 EDGE OF BUILDING NoinirivErusommmmonnoRrinimmin BOC J DOC me w �" w w DOC R/W Ss 91+67 WATER VALVE EXISTING 6" PVC TO C.O. BUILDING CD 68+33 EDGE OF BUILDING EXISTING 6" PVC TO C.O. BUILDING 67+55 EXISTING MANHOLE E SS R/W 66+21 STORM DRAIN 65+40 2 410 240' NORTH PROJECT: 65+40 1 630 240' PULL 144 COUNT DIRE�ONAL BORE F.O. CABLE 4 2 HDPE E BOC DB DB W ss Ss [hi ss w s 67+80 67+80 3 320 6" STORAGE LOOP CORE BORE 4 410 400' PULL 144 FIBER OPT C CABLE THROUGH (1) OF (4) 2" HDPE R/W re) M H W W V) W W V) CLARIFICATION NO. QUANTITY 210 75' 220 75' 250 1 320 6" 410 1,463' 630 663' 8 1% 0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE W J 1- 1= H TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL DOCFPT AS MAY BE ODERIRSE FRONDED BY CONTRACT, THESE: CRAW= Aw SPECIFICATIONS SHALL ROURI TIE PROPERTY OF NCI SORIDCOI. BOOT WIG DIED IN MOT COI DFRCE AHO SHALL NOT BE REPROCUCED, CCPEA CR USED FOR ANY PURPOSE %MOUT SSD .RETIDI PER1K5ION. SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 26 OF 52 DGN N0. TUK-26.DWG TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 1+23 1+23 1+23 0+00 8 630 427' 7 410 100' DIRECT1O LAL BORE STORAGE LOOP (4) 2 HDPE UNION PACIFIC 6 250 1 5 410 550' 0+00 4 411 123' 0+00 3 630A 123' PLACE MANHOLE PULL 144 COUNT PULL (4) 2" DIRECTIONAL BORE F.O. CABLE HDPE INNERDUCT 8" STEEL CONDUIT 0+00 2 320 6" CORE BORE 0+00 1( 410 100' STORAGE LOOP {1N 0+00 EXISTING MCIW MANHOLE R/W y1 J- 0' 0' 0 NORTH PROJECT: PULL 144 FIBER OPTIC — F — CABLE THROUGH (1) OF (4) 2" HDPE THROUGH (1) 8" STEEL CONDUIT w ss EOA — c c c 30' WIDE ACCESS EASEMENT 0 U CAUTION!!!! 20" HIGH PRESSURE GAS LINE LOCATE AND POTHOLE BEFORE SETTING UP FOR BORING PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE DRAINAGE SWALE NEW MANHOLE DIRECTIONAL BORE TO MANHOLE AT 0+00 1 00 EXISTING 12" SANITARY SEWER CEMAINS • web tom 41., .I 0 0\ EXISTING 6" WATER EXISTING TELEPHONE 1 EXISTING 6" FORCEMAIN SEWER ,I R— OM OOP ONO I BORE SECTION DETAIL EXISTING 20" DIA. HIGH PRESSURE GAS MAIN. TEMPORARY BORE TEMPORARY WORK—/ SPACE. NOTE: DO NOT DISTURB DRAINAGE SWALE 100' BORING MACHINE J 24'—I m I RESIDENCE SEE DETAIL 'A' FOR TEMPORARY BORE DRIVEWAY FOR TRAILER AND TRUCK PARKING NOTE: WATER, MUD AND SUCTION EQUIPMENT USE EAST DRIVEWAY ONLY. NO TRUCKS, TRAILERS ALLOWED ON NORTH WESTERLY GRASS AREA OF EASEMENT. BORING MACHINE ONLY ON GRASS. SEPTIC TANK DRAINFIELD BENEATH GRASS, CLARIFICATION NO. QUANTITY 250 1 320 6" 410 750' 411 123' 630 427' 630A 123' OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE w -J 1 - TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL OOOPT AS MAY BE OINONIM PRO.DED BY CGOORACT, MESE DRAWINGS NO SAOOFICMICIB SWILL REY N 1 PROPERT, OF MO ICRLSCOK B01H BE IO ISSUED BI SINCT =SMOKE ND SHALL NOT BE REPRRODIX D. COPED. OR USED RR NIY PURPOSE RETHOUT SPOiIC M3T1Dl PERMS9OC SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 27 OF 52 DGN NO. TUK-27.DWG SEE SHEET #29 TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 6+83 4 410 100' STORAGE LOOP 6+83 3 250 1 5+50 2 410 605' 5+50 1 630 605' PLACE MANHOLE PULL 144 COUNT DIRE�ONAL BORE F.O. CABLE 4 2 HDPE i PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE 13049 13039 R/W 13027 EOA Ss 13021 13017 C/L -VSs DB Ss— —c /W 1 113013 13009 EOA DB c R/W — = — �— C/ SS SS c EOA 1\\\\\ DB —.— —ss— w DB — C/. R/W 13042 13036 D8 13030 13022 END BEGIN END DRIVEWAY BEGIN DRIVEWAY 0 a co n Al n a a4�Z �� 0 3ffi cc wa h / m3 SEE SHEET #27 MATCH STA. 5+50 NORTH PROJECT: CLARIFICATION NO. QUANTITY 250 1 410 705' 630 605' 8 cc OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE LTJ 1- P TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL IDICFPT AS MAY BE MERIN= PROVIDED BY CONTRACT. THESE DRARDIOS AND BPEOiICA11G SNALL MOWN TIE PROPERTY OF MCI NOi6OcoIL DOM 13E71O MS= DI STRICT CONFIDENCE AND SNAIL NOT BE RFPRCOUCEA COPIED, CR USED FOR ANY PURPOSE IRRIOUT SPECIFIC IDDTiDI PERYS90N. SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 28 OF 52 DGN NO. TUK-28.DWG SEE SHEET #30 MATCH STA. 18+05 DRIVEWAY 18+00 BEGIN DRIVEWAY 133thSTREET FIRE HYDRANT 13+44 WATER METER 13+40 END DRIVEWAY 11+75 BEGIN DRIVEWAY & 11+60 PLACE MANHOLE w a DRIVEWAY z CA 17+82 WATER METER CA w N 17+73 PLACE MANHOLE 17+63 END DRIVEWAY DRIVEWAY 17+56 BEGIN DRIVEWAY 17+52 END DRIVEWAY DRIVEWAY 17+36 WATER METER u DRIVEWAY 7.4 to w w DRIVEWAY DRIVEWAY DRIVEWAY r DRIVEWAY 0 v S i z SEE SHEET #28 MATCH STA. 11+55 17+13 BEGIN DRIVEWAY 17+02 END DRIVEWAY 16+87 BEGIN DRIVEWAY 16+82 WATER METER 16+53 POWER POLE 16+50 PROPERTY UNE 16+15 WATER METER 16+13 END DRIVEWAY 16+04 BEGIN DRIVEWAY 15+98 END DRIVEWAY 15+86 BEGIN DRIVEWAY 15+19 END DRIVEWAY -4- 15+02 BEGIN DRIVEWAY A, c I" j 14+80 POWER POLE _ 14+64 END DRIVEWAY O vW -n 14+50 WATER METER 14+47 BEGIN DRIVEWAY A OO _4 N n a0 = D 03 r mm 1 0 O O 0) Ut O 0) O O 4, O . Ut O W 4. O N 0) O 0) W O v v W + 0) O + 0) 0 v O z z O 2 m m N O Cn -u flVOLL 3A z J) :1Y1NOZINOH 0) O N 0 r m s 11p.101 1 z SNOISIA3d m z 0 z m D m r- 0 0 N rn 0 MCI WOl?LDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 0) W O N O '0N NOLLY3U12:1V1O 0) O D c a z .D 0 m 0 23+00 7 411A 200' 23+00 6 310 200' 23+00 5 410 100' PULL (4) 1.25. ATTACH 6' STEEL STORAGE LOOP HDPE INNERDUCT CONDUIT TO BRIDGE 23+18 BEGIN BRIDGE PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 1.25" HDPE 10 INNERDUCT THROUGH (1) 6" STEEL CONDUIT ATTACHED TO BRIDGE 23+00 4 250 1 23+00 3 281 100 SQ FT TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 PLACE MANHOLE REMOVE & RESTORE CONCRETE SIDWALK 22+63 BEGIN SIDEWALK 0 21 N 22+24 BEGIN a 21+91 POWER 13361 PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE 21+51 PROPERTY UNE 13347 0 Dc ca �cc ow 0 Z Q.0 z0 2 . 46 Imlrr 00 Nm NN 0 0 o CD CD 0/0) CO N NN ..-1— .-..— BEGIN DRIVEWAY 18+30 2 410 670' 18+30 1 630 470' NORTH PROJECT: PULL 144 COUNT DIRfc'T10t1AL BORE F.O. CABLE (4) 2 HDPE 18+72 BEGIN DRIVEWAY 18+50 POWER POLE 18+12 END DRIVEWAY DB EOA 13341 c FA w DB 13341 ss ss R/W EOA G c DB __ssz 56th AVEOS UTH DB _ss DB 13336 13354 c — — C/L SS 13336 SEE SHEET #29 CLARIFICATION NO. QUANTITY 250 1 281 100 SQ FT 310 200' 410 770' 411A 200' 630 470' Z Z 0 OP U D U 0 ,_Z Q k J 31/40 Ct w 0 H 2 O FIBER OPTIC CABLE ROUTE LU J H H TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL EXCEPT AS MAY BE ODOR= PROYDFD BY CCNTRACCT. DOSE DRAWINGS AID SPECIOCATONS SHALL RDUAN TO PROPERTY Cr U0 WIORIDCpL BOTH BENO ISSUED N SIRKT CpGDOICE AW SHALL NOT Be REPRODUCED. CCPI D. OR USm FOR ANY PURPOSE % MOUT SPECi1C EREflD/ PERILSSpI SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 30 OF 52 DGN NO. TUK-30.DWG (TOP) 26+86 10 410 100' STORAGE LOOP STA. 29+10 R/W (TOP) 26+86 9 250 1 PLACE MANHOLE (TOP) 26+86 8 270 100 SQ FT (TOP) 26+18 7 630 292' REMOVE & DIRKmoNAL BORE RESTORE ASPHALT (4) 2 HDPE PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE (TOP) 26+18 6 410 100' (TOP) 26+18 5 250 1 TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 (TOP) 26+18 4 281 100 SQ FT OP TOP 24+ 5 2(4+75 3 410 435' STORAGE LOOP PLACE MANHOLE REMOVE do RESTORE PULL 144 COUNT CONCRETE SIDEWALK F.O. CABLE SEE SHEET #30 MATCH STA. 24+75 27+31 POWER POLE • 2 411A 143' (TOP) 24+75 1 310 143' PULL (4) 1.25' ATTACH 6' STEEL HDPE INNERDUCT CONDUIT TO BRIDGE PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 1.25" HDPE INNERDUCT THROUGH (1) 6" STEEL CONDUIT ATTACHED TO BRIDGE NORTH R/W 28+94 TREE n + m N I 13490 26+02 END BRIDGE \ 26+18 PLACE MANHO R ■■ SS T 0 E —� T R/W 0 m EDGE OF DRIVEWAY 55+79 SEWER MANHOLE 55+62 DB w O M w BOC ss G G DB DB :• POWER HA DHO1 55+53 TELEPHONE CLOSURE 54+84 G __ INTERURBAN AVE T PARK AND RIDE T DB SD • G 26+86 PLACE MANHOLE T TELEPHONE CLOSURE 53+58 STORM DRAIN 53+26 PN170N 00000) NNUcv )f)U) PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE (BOTTOM) (BOTTOM) (BOTTOM) 52+50 52+50 52+50 110 72 III 8 71.1°4 PI ++++ +▪ + + N OD CO + + + INN N inn NU) N UN) If) If) 2022 C;0 0 IY d 0 WU WWc� W K a.0 K 3I L a k5 lal )3J 0 ▪ 5' a_1. ow— a 15 410 100' STORAGE LOOP 14 250 13 270 100 SO FT PLACE MANHOLE REMOVE do RESTORE ASPHALT 22 • K • 00 BEGIN FENCE 0 0 NN 3a 0 W K 0 O oa 1 (BOTTOM) 49+45 12 410 650' PULL 144 COUNT F.O. CABLE (BOTTOM) 49+45 11 630 650' DIRECTIONAL BORE (4) 2 HDPE PROJECT: CLARIFICATION NO. QUANTITY 250 3 270 200 SQ FT 281 100 SQ FT 310 143' 410 1,385' 411A 143' 630 942' 8 9 '/V OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIP11ON INITIAL EXCEPT AS MAY BE OT ERMSE PROVIDED BY CONiRACL HESE DRAHWOSS AND SPEOFICA1) S SHALL ROOM 1)E PROPERTY OP YO RORlDCO1L 801)1 BERN =GI DI SiR1CT CFI ERCE NO STALL NOT BE REPRODUCED. COPED. OR USED FOR ANY PIM= BUIOUf SPECIE iR•TIEN PERIRSSIML SCALE HORIZONTAL: 1"=50' VERTICAL: N.T.S. MP TO MP SHEET 31 OF 52 DGN NO. TUK-31.DWG 0 0 O O In O (0 0 0 A 0o SEE SHEET #33 (BOTTOM) MATCH STA. 62+45 -- (TOP) MATCH STA. 35+60 EDGE OF 1-5 OVERPASS 60+69 TREE 60+43 ROAD SIGN 60+16 UNKNOWN MANHOOLL.EM& TRIS 59+80 POWER MANHOLE 59+72 EDGE OF SIDEWALK 59+69 TREE 59+58 TREE 59+42 SEWER MANHOLE 59+29 (nW co 0 O LnW co 0 +A 01O (llW. co 0 4-0 v O 0) O 0) W O 0) co + 0 to a EDGE OF DRIVE 58+91 EDGE OF DRIVE 58+58 PLACE MANHOLE 58+45 II ' I POWER MANHOLE 585 31+56 TRAFFIC HANDHOLE \i% 33+43 TRAFFIC CABINET 33+02 STORM DRAIN 32+96 HANDHOLE 32+85 HANDHOLE 32+78 HANDHOLE 32+75 BACK OF CURB AND SEWER MANHOLES 32+15 BACK OF CURB 31+98 PLACE MANHOLE UGHT POLE 58+ 3 1� v 31I 43 TREE TREE 58+22 la v C I I rr TREE 58+03 e Z I 0 O 31+16 SEWER MANHOLES 31+07 TREE v I ' 30+91 TREE 30+84 TRAFFIC HANDHOLE 30+79 END DRNEWAY EDGE OF DRIVEWAY 57+60 SEWER MANHOLE 57+43 EDGE OF DRIVEWAY 57+25 SEWER MANHOLE 57+13 TELEPHONE CLOSURE & TREE 56+74 TREE 56+67 TREE 56+41 POWER AND SEWER MANHOLES 56+30 EDGE OF DRIVEWAY & POWER MANHOLE 56+17 Om 0 +A v0 30+66 SEWER MANHOLE 30+31 BEGIN DRIVEWAY 0 O O cri O 4P 0 0 V) v O (,1 z >-4 z Z 0 0 0 ;h m z tt00 op, 29+87 STREET UGHT v 71F 29+73 TRAFFIC HANDHOLE o- 10 v ^m 29+25 POWER POLE roo XP O 29+114 FIBER MANHOLE o (BOTTOM) MATCH STA. 55+95 -- (TOP) MATCH STA. 29+10 mm SEE SHEET #31 0) O 4- O cog +0 z z O In m m GI O UI N v v 0 4- z f1V1NOZI OH O WiTe r� 0 SNOISIA32i 0 D 33332 0 '>I :AE m z z m m D m r (n v • t?) 0 N rn 0 MCI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 0) (.1 O 4- 0 v O (n O 'ON NOLLVOLLI8V13 w O O (n O O N 0 c z v O m 0 MATCH STA. 68+95 E0 1— Lai W V) W W (TOP) 39+65 6 630B 200' DIRCTIONAL BORE (6)2 HDPE (TOP) 39+65 4 240 1 (TOP) 39+65 5 410 100' STORAGE LOOP (TOP) 39+65 -3 281 100 SQ FT PLACE HANDHOLE REMOVE & RESTORE CONCRETE SIDEWALK TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 SEE SHEET #34 MATCH STA. 41+65 DRIVEWAY END DRIVEWAY 41+41 TEXACO h IL END DRIVEWAY 40+95 I W DRIVEWAY 11 Q -c I c' BEGIN DRIVEWAY 40+58 O 1 411)1 13310 76 STATION R/W hIRE HYDRAN D 40+42 POWER POLE 40+35 o ' 44_ i N N N N 00 — n CO Obi NO co co + ++ + a) m n n rni nn SS cob Ci mzzz 88E8 8 Q++++ + •qrinrin n 0 h 8 (TOP) 35+60 2 410 605' . NORTH PROJECT: (TOP) 35+60 1 630 405' PULL 144 COUNT DIRTIONAL BORE F.O. CABLE (4)2 HDPE 0 PULL 144 .FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE z 0 z tZ E O -C 0c0 0++ + Nip co conn ss PLACE HANDHOLE 39+65 BOC R 0_ - BOC 0 w w FO cbl c c DB DB Sp .IIIII•:.---------1.11111111111111111111111111111111111111111.1111 IIIMMIDEPO aft. INTERURBAN AVE T Imm T DB DB N co co (BOTTOM) (BOTTOM) 11 410 100' 10 250 1 STORAGE LOOP PLACE MANHOLE (BOTTOM) 66+55 9 270 100 SQ FT REMOVE & RESTORE ASPHALT NN 1OO(10D 00 os ROAD SIGN 66+09 TREE 66+00 T T c DB T DB R/W - BOC ss w - c N DB 0.11.111/ _117111.1 _ BOC TREE 65+82 PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE i EDGE OF 1-5 OVERPASS 63+20 (BOTTOM). 62+45 8 410 650' PULL 144 COUNT F.O. CABLE 0 (BOTTOM) 62+45 7 630 650' DIRECTIONAL BORE (4) 2 HDPE CLARIFICATION NO. QUANTITY 240 1 250 1 270 100 SQ FT 281 100 SQ FT 410 1,455' 630 1,055' 630B 200' /•0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL INCEPT AS WYE O11E)OESE ROWED BY CONTRACT. NESE ORAINGS NO SKI:IM IONS SHALL REMAIN THE PM:POTTY OF MO MORLDCOM 801)1 BEING MED IN STRICT OONFEIDICE AND SHALL NOT E REPROOUCEE COPIED. CR USED FOR MY PURPOSE IERIdfl SPECIRC MITTEN PERMISSION. SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 33 OF 52 DGN NO. TUK-33.DWG SEE SHEET #33 MATCH STA. 41+65 DRIVEWAY Iqo 41+77 STORM DRAIN 41+79 END DRIVEWAY 41+85 GAS VALVE 41+91 GAS VALVE - 42+02 ROAD SIGN n_IxN x <W DRIVEWAY DRIVEWAY DRIVEWAY _N _0 z z c c .ter Or 42+35 TELEPHONE PEDESTAL A 42+37 BEGIN DRIVEWAY 4' 42+40 POWER POLE 42+47 U.S. WEST FIBER MANHOLE ' me 42+77 END DRIVEWAY 43+13 STORM DRAIN 43+14 STORM DRAIN 43+37 WATER VALVE 43+61 STORM DRAIN 43+74 ROAD SIGN DRIVEWAY 44+19 POWER POLE 44+47 BEGIN DRIVEWAY r m �o DRIVEWAY I I I I m$ o 0 45+79 U.S. WEST FIBER MANHOLE kIIL46+00 POWER POLE 46+04 BEGIN DRIVEWAY AND WATER VALVE 1.DRIVEWAY 44+91 END DRIVEWAY SEE SHEET #35 MATCH STA. 46+25 rn 0 IV c Z GO F= 95n�D NJ �l O D C GO _s Z >Z Z -< 0 OO r*1 Z MP TO MP SHEET 34 OF 52 DGN NO. TUK-34.DWG VERTICAL: N.T.S. HORIZONTAL: 1"=50' SCALE fli'A8l$p 1 ;liE Y 1A R>R .Pill- q a8 9lIf - Ar; 0 xi m - o N DRAWN BY: K. GREEFF (ENGINEER: MICHAELIS I 0 m N rn o 0 co 410 !CLARIFICATION NO. IPROJECT: I MCI WORWCOM OUTSIDE PLANT CONSTRUCTION m 1' TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON a rn 00 QUANTITY] Z MATCH STA. 51+70 w 0 0 49+86 WATER VALVE TUKWILA, WASHINGTON KING COUNTY SECTION 11 1 TOWNSHIP 23 RANGE 4 YELLOW FREIGHT TRUCKING PARKING LOT PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (6) 2" HDPE 2 — 2" FOR TUKWILA CITY [4 — 2" FOR MCIWORLDCOM] 7+74 POWER POLE Dixx 03 w 0 wz incsi COCO ++ aR PRIVATE EASEMENT M � cV w EOA W DB 2 N DB W N DB DB cV 1 EOA DB HOLE 41+56 pOWER WATER VALVE 47+27 WATER VALVE 47+19 STORM_ DRAIN 46+85 END DRIVEWAY 46+39 STORM DRAIN 46+37 I I� z 0 0 5 0 0 17' SEE SHEET #34 MATCH STA. 46+25 47+62 5 410 100' STORAGE LOOP 61+25 2 410 545' 47+62 14 240 PLACE 47+62 3 281 100 SQ FT HANDHOLE REMOVE & RESTORE CONCRETE SIDEWALK 61+25 11 630 545' PULL 144 COUNT DIRTQTIOVAL BORE F.O. CABLE (6) 2 HDPE NORTH PROJECT: CLARIFICATION NO. QUANTITY 240 1 281 100SQFf 410 645' 630B 545' 8 ?•0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE -J 1--- 1= TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =CPT AS MAY BE OIIERIRSE PRaccD BY COMWACI DERE DRAMO106 AND seconCA7101ci 91ALL REMAIN 11E PRDPER1Y or Mo scare= B01M BO NO 8910 DI MKT 001IF00ICE AMD SMALL ROTE REPRODUCED. COPED. CIE USED FOR AMY PURPOSE: MIDIOUT 9+ELf)C MOM PERYSSIOIL SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 35 OF 52 DGN NO. TUK-35.DWG 57+68 9 410 100' STORAGE LOOP 57+07 5 410 100' STORAGE LOOP TUKWILA, WASHINGTON KING COUNTY SECTION: 1 1 TOWNSHIP 23 RANGE 4 57+68 57+68 57+07 8 240 1 7 281 100 SQ FT 6 6306 537' PLACE HANDHOLE REMOVE & RESTORE DIRF OVAL BORE CONCRETE SIDEWALK (4 2 HDPE 57+07 57+07 4 240 1 3 281 100 SQ FT PLACE HANDHOLE REMOVE & RESTORE CONCRETE SIDEWALK 58+78 SEWER MANHOLE 58+73 SEWER MANHOLE 58+64 TREE d PULL 144 .FIBER OPTIC CABLE THROUGH (1) OF (6) 2" HDPE 2 - 2" FOR TUKWILA CITY 4 - 2" FOR MCIWORLDCOM] 51+70 2 410 760' NORTH PROJECT: 51+70 1 630B 537' PULL 144 COUNT DIRECTIONAL BORE F.O. CABLE (6) 2 HOPE 58+30 TREE TREEH57+8 WATER VALVE' 57+83 FIBER OPTIC` MANHOLE 57+70 P •CE HANDHOLE 57+68 I I O DRIVEWAY etCir- _ moi l0 BOC C cb1 cV DB DB BOC DB 0B PLACE HANDHOLE 57+07 STORM DRAIN 56+81 STORM DRAIN 55+37 STORM DRAIN 54+23 kn O n"+ L elM U E DB Rom— EOA EOA DB MATCH STA. 51+70 CLARIFICATION NO. QUANTITY 240 2 281 200 SQ FT 410 960' 630 223' 630B 537' uo 1k0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE LLJ J 1- 1— TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL EXCEPT AS BAY BE M ERV= PROM= BY CONTRACT. THESE DRAWINGS AND NFECfICADONS SHALL REMADE TME PROPERTY OF NCI RO LOCoI 1!01)4 BENO ISSUED N STRICT CONFIDENCE AND SHALL NOT BE REPROOUCm, COPED. OR USED FOR ANY PURPOSE WHOM SPEOM YROTTEN PEAY590N. SCALE HORIZONTAL: VERTICAL: N.T.S. MP TO MP SHEET 36 OF 52 DGN NO. TUK-36.DWG 0 0 63+50 TREE 62+45 5 410 100' TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 62+45 4 240 1 62+45 3 281 100 SQ FT STORAGE LOOP PLACE HANDHOLE REMOVETE REESORE 63+28 TREE 83+02 TREE ABLE PULL F18ER OP1C HRUGH(,)OF c ZHSP 0 0 2 62+78 TREE 62+51 TREE 62+45 PLACE HANDHOLE 62+24 TREE m Y6 O ChiS. 81+82 BEGIN DRIVEWAY zts 0 real w Er 1') + +o mm 80+53 TREE 59+88 TREE 59+53 END DRIVEWAY • DB SEWER MANHOLE 63+94 BEGIN DRIVEWAY 64+11 STORM DRAIN 64+42 END DRIVEWAY 64+62 FIBER OPTIC CABLE 64+70 SEE SHEET #26 MATCH STA. 65+15 59+30 2 410 585' 59+30 1 630 585' PULL 144 COUNT DIRTIONAL BORE F.O. CABLE (4)2 HDPE I NORTH PROJECT: CLARIFICATION NO. QUAN11TY 240 1 281 100 SQ FT 410 685' 630 585' 8 9 1%0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INRIAL EST AS MAY BE ONETIME PRIMED BY CONTRACT, DERE DRAVOMIS AND SPECIFICATIONS SHALL RE]IiW THE PROPERTY OF MO EIORIDfAK 80114 BEUHO ESRD W STRICT CIMDENCE AID SHALL NOT BE REPRODUCED. COPED, OR USED FOR ANY PURPOSE 1111110UT SPECEIC MISTid PERY59ON. SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 37 OF 52 DGN NO. TUK-37.DWG F\0 of 2.0\)\-‘6\1G\\ ,4•7 MATCH STA. 3+55 0) M SEE SHEET TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 SEE SHORELINE DRAWING 3 OF 4 z 0 z of 0 F.3 m 0 0 0 0 1. -o O1. n a 13 IIN1:1 00 G 13 Ns /30 90 -23L (2)-24" FORCE MAIN SEWER ONES AND (1)-18" EFFLUENT WATER UNE 0+00 0+00 2 320 6" 1 410 100' CORE BORE STORAGE LOOP 0+00 4 410 355' 0+00 3 630 355' PULL 144 COUNT DIRECTIONAL BORE F.O. CABLE (4) 2 HDPE NORTH PROJECT: CLARIFICATION NO. QUANTITY 320 6" 410 455' 630 355' 1•0 OUTSIDE PLANT CONSTRUCTION FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL EXCEPT AS MAY E OTNFRMSE PROW= BY CONTRACT, THESE ORM/BIOS MD SPECIFICATIONS 9441 MAX TIE PROPERTY 6 NCI EORLb2S 1 BOW BON ISSUED PI BISECT OOIffDFRCE ND SHALL NOTE REPROOUCFq COPED. OR USED FOR ANY REPOSE EIRHOUr VEPI)C MIETIDI PERIESSEOL SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 38 OF 52 DGN NO. TUK-38.DWG 0 z z O 0) m m W 0 01 N 0 0 r z y1 :1V1NOZINOH in O N 0 D r m SEE SHEET #40 MATCH STA. 10+20 • iI co 0 10+09 WATER METER 9+81 WATER METER 9+69 Pr' ;' 0.8 9+58 END DRIVEWAY 9+31 BEGIN DRIVEWAY 9+08 FIRE HYDRANT 9+08 WATER VALVE UNMARKED ! 8+86 END DRIVEWAY STREET I I 8+76 POWER POLE 8+58 BEGIN DRIVEWAY 0 8+49 WATER VALVE A , 8+35 END DRIVEWAY !, I� 8+33 SEWER MANHOLE 710-21 • w 8+05 BEGIN DRIVEWAY 7+94 END DRIVEWAY 7+40 BEGIN DRIVEWAY 7+25 POWER POLE 6+80 END DRIVEWAY 6+58 BEGIN DRIVEWAY 6+39 POWER POLE Z AR 5+84 FIRE HYDRANT R 5+80 SEWER CATHODE PROTECTION CONTROLLER 5+74 WATER VALVE o po Ti 4 5+57 END DRIVEWAY E m 0 4 g 5+33 SEWER MANHOLE m 0 O a = c r- 1- 2 2 ? cri Om -11 P3 -r; N C) an ED m r*1 Th SEE SHEET #38 MATCH STA. 3+55 m O z m z 0 rnz Z7 m r- 0 O tvca) 0 5+30 BEGIN DRIVEWAY ✓ P1 0 x v c 71F 4+57 PLACE MANHOLE_ 4+27 R/L CHANGE o 34+8033 FFEENNCCE UNE Npg 3+9B EDGE 8F BIKE PATH xoF 3+84 EDGE OF BIKE PATH mo P1 m MSWORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON O O O 0) O (.1 N rn w 0 O N J w N 01 z c cn ono ry WZOD c U) z Z 0 0 - O 0 O 'ON NOl1VOLAINV10 rnCJI 01 (n 0 c -o 0 m -4 0 z z O 0 rn m O O (JI N WATER VALVE 17+20 END DRIVEWAY 17+07 BEGIN DRIVEWAY 16+95 EDGE OF DRI EAYY DRAIN6+8681 42 c PLACE MANHOLE 16+81 0 4 `b O A r z in r1V1NOZI JOH • 01 O 0 D 1 m 0/;':/// 0 D--0 G7ms�--1 x�Z�m 1 ' �0Z =c) z m • 11 1 SEE SHEET #39 MATCH STA. 10+20 m C O z m z 6) z m 0 D m 1— N 0 I'1 O N rn O 1 +f 1881E 14+90 POWER POLE 14+71 WATER VALVE 14+83 SEWER MANHOLE _ 'D 14+03 END DRIVEWAY C cr- J Z 13+80 BEGIN DRIVEWAY CO 0 P "1 X/ 13+36 POWER POLE NC) 13+28 FIRE HYDRANT 'CI 13+27 WATER VALVE = D 0 C �r r*1 rn MCI WOPLDCOM OUTSIDE PLANT CONSTRUCTION 13+06 SEWER MANHOLE 12+96 END DRIVEWAY 12+77 BEGIN DRIVEWAY 12+51 END DRIVEWAY 12+34 BEGIN DRIVEWAY 12+32 SEWER MANHOLE 11+88 END DRIVEWAY 11+70 BEGIN DRIVEWAY 11+56 POWER POLE 11+53 WATER VALVE 11+45 WATER VALVE 11+33•WATER • METER • ,11 +30_ PLACE _ MANHOLE _. TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 10+94 WATER METER 10+85 SEWER MANHOLE 4001 3OY IOIS 0 O O cn 0 0 0 V 0 01 0 O O to O W 2 c 7+F o-. v O O O v O O rn w O + C•4 O + W O O N O O N V 0 '0N NOILVOLIIN 10 v 0 O co O O S 0 N 0 c O � C Z T. _ - WZOD C W Z = >--.4 Z Z C) m o Z 0 WATER VALVE 23+40 BACK OF CURB 23+39 SEWER MANHOLE 23+25 BACK OF CURB 22+97 SEE SHEET #42 MATCH STA. 23+40 EDGE OF SIDEWALK 22+91 TRAFFIC HANDHOLE 22+90 POWER MANHOLE 22+77 TRAFFIC CABINET 22+72 POWER POLE 22+61 WATER VALVE & FIRE HYDRANT 22+50 SEWER MANHOLE 22+47 v O z z O 4. m m 0 T1 Ui -13 0 C) r z H fn :1V1NOZI8OH it O 0 D 1 m STREET UGHT. 21+39 U.S. WEST MANHOLE 21+29 STORM SEWER 21+14 RSO EIN WATER VALVE 19+47 FIRE HYDRANT 19+43 PLACE MANHOLE 19+40 WATER METER 19+02 POWER POLE 18+99 END DRIVEWAY 18+67 SEWER MANHOLE 18+60 BEGIN DRIVEWAY 18+53 GAS VALVE 18+44 UGHT POLE 17+49 POWER POLE 17+39 WATER VALVE 17+21 m 2 z m U) 0 z 12 12 12 12 12 12 D 333389 '>I :A8 m z z m m D m r N Fl 0 rn 0 MCI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON lm rn 0 O O 0 O N 0 V O rn O O rn W 0 O N v 0 � C z Cn _ (j) — 0 WOAD C &) Z= Z " 4 z + 0 0 P 0 O + N O v + 0 'ON NOLLV3L412IV13 rn O V O Q C END DRIVEWAY 29+59 BEGIN DRIVEWAY 29+24 SEWER MANHOLE 28+86 CATCH BASIN 28+00 POWER POLE 27+88 WATER METER 27+85 END DRIVEWAY 27+35 BEGIN DRIVEWAY 27+06 END DRIVEWAY 26+85 BEGIN DRIVEWAY 26+55 STORM DRAIN 26+50 TELEPHONE PEDESTAL 26+45 END DRIVEWAY 26+22 U.S. WEST MANHOLE 25+95 STREET UGHT 25+90 STREET UGHT 25+84 END DRIVEWAY 25+73 SEWER MANHOLE 25+47 BEGIN DRIVEWAY 25+31 STREET UGHT 25+26 SEE SHEET #43 MATCH STA. 29+90 m$ q Td N mag 12 t o I 474 3 WATER METER 25+02 PLACE MANHOLE 24+95 STORM DRAIN 24+93 0 v END DRIVEWAY 24+34 BEGIN DRIVEWAY 23+81 STORM DRAIN 23+53 TREE 23+49 TRAFFIC UGHT 23+46 FIRE HYDRANT 23+45 STREET UGHT 23+41 4, 12' 0 0 3 z 73m 12' m 0 I D m 0 0 n 8 co 0 0 O 0 0 0 0 0 0 O 0 0 12 12 c 12 e 0 w w ss 12 12 e e Y2 e . I —12' SEE SHEET #41 MATCH STA. 23+40 e 12 e 12 12 e —1-D = C cr- J = A CO Om 416 -0 N f7 a c) COCO �m m 0 0_ Aly mo O O O cA S N 0 N O W N to + co ()) N + co N 0) N O O 0) O 0) 0 W O W + O � C Z N CA°D C N x Z = Z ,-I 0 O m Z z 0 z z O m -a N 0 0i A C) 1 z in 1VINOZWOH in 0 (n 1— m rAdp 110 100 0 2 SNOISIA38 m z 0 z m' C) D m 1— N 0 O N N rn 0 MCI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 0) (,1 O O v O N O 'ON NOl1V3IJI V13 0) O (n O cn 0 0 z 4 13 0 m m -1 EE FIRE HYDRANT36+34 TREE 36+19 STREET UGHT 35+70 EDGE OF DRIVEWAY 35+48 U.S. WEST TELEPHONE MANHOLE 35+42 PLACE MANHOLE 35+25 U.S. WEST TELEPHONE MANHOLE 35+20 EDGE OF DRIVEWAY :34+99 POWER MANHOLE 34+88 SEWER MANHOLE 34+87 A T. & T. MANHOLE 34+77 EDGE OF OVERLAY 34+61 WATER VALVE 34+52 FIRE HYDRANT & WATER VALVE 34+30 WATER METER 34+27 SEWER MANHOLE 34+01 END PLANTER 33+50 POWER MANHOLE 33+11 TELEPHONE MANHOLE 33+02 BEGIN PLANTER 32+98 SIDEWALK TURNS 32+95 SEWER MANHOLE 32+87 SEWER MANHOLE 32+84 SEWER MANHOLE 32+70 END DRIVEWAY 32+57 POWER MANHOLE 32+55 POWER & SEWER MANHOLE 32+46 WATER VALVE 32+44 WATER VALVE 32+41 c, z z O N m m 0 v 0 A n 1.7 z '1V1NOZI IOH Vt O N D r m BEGIN DRIVEWAY 32+16 END DRIVEWAY 31+18 POWER MANHOLE 31+04 BEGIN DRIVEWAY 31+00 STORM DRAIN 30+98 POWER POLE 30+95 _..:POWER POLE 30+85 STREET LIGHT 30+79 END DRIVEWAY 30+73 PLACE MANHOLE 30+45 WATER METER 30+41 BEGIN DRIVEWAY 30+36 SEE SHEET #44 MATCH STA. 36+45 77, m O z m z 6) z m m n D m 1 N v O N 0) O SEE SHEET #42 MATCH STA. 29+90 MCI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON O O O co N 0 v 0 N O N v 0 0) 0 O 0 01 N O 0 0 N O V O W W + N 0 O + N w 0 + cn —1 � C z T� = cn — CN. z 0 —i rn oz N 0 0) W O 0) w 0 21 0 2 0 (7 0 Er 8 c z v O m c) 0 O z z O m m --1 cri 0 0 0 CABliOWErOLES POWER MANHOLE 49+36 TELEPHONE MANHOLE 49+20 SEWER MANHOLE,APPQWFaRTe4WF LIQ 5 48+99 POWER MANHOLE 48+31 POWER MANHOLE 48+00 PLACE MANHOLE 47+20 POWER POLE 46+82 POWER MANHOLE & CATCH BASIN 46+00 SEWER MANHOLES 45+29 BEGIN ROCK WALL 45+27 FIRE HYDRANT AND WATER VALVE 44+88 TELEPHONE MANHOLE 44+51 TREE 44+35 fVOLL213A z :1V1NOZI OH i in O 01 0 D r m CABLE TV MANHOLE 44+24 POWER POLE 44+14 STREET LIGHT 44+02 EDGE OF DRIVEWAY 43+87 EDGE Q Rig 43+54 WATER VALVE 42+98 Ig15; m 2 0 m m O z U) SEE SHEET #31 MATCH STA. 49+45 ill it 11 w 0 • 0 m II m • w 12 1 v w 1 H -i v w m v w O w 0 so m Ea a 0', z P c D. z m E a fe a a a 1 lom FOSTER GOLF COURSES DRIVEWAY 3SMf103 5100 SEE SHEET #44 MATCH STA. 42+95 m z z m c) 2 D m r- 0 O N N 0) 0 IYICI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 1 rn m v 1 O m2 O O 0 01 0 O 0 D V O + 0 N O 0) (..) 0 0) O 0 N 0 cn O •0N N0LLV3LilaY10 0 N 0 0 c • -D 0 c_ m 0 0 O z z O m m O (71 N A 0 r z f1V1NOZI2:1OH v, O 0, 0 r m TRAFFIC HANDHOLE 74+97 TRAFFIC HANDHOLE 74+75 EDGE OF SIDEWALK 74+72 TRAFFIC CABINET 74+63 TRAFFIC CABINET 74+56 TRAFFIC HANDHOLE 74+02 TRAFFIC POLE 73+93 BACK OF CURB 73+89 SEE SHEET #47 MATCH STA. 75+45 BACK OF CURB 73+37 STREET SIGN 73+21 TRAFFIC HANDHOLE 73+08 TRAFFIC POLE 73+02 STORM DRAIN 72+97 PLACE MANHOLE 72+45 STORM DRAIN 72+34 TRAFFIC HANDHOLE 71+81 STREET UGHT 71+76 STORM DRAIN 70+69 STORM DRAIN 69+47 TRAFFIC HANDHOLE 69+15 SNOISIA321 0 D 75 GTS m m -1T -11 rn z 0 z m m n D m r 0, 0 0 N rn 0 SEE SHEET #33 MATCH STA. 68+95 IYICI WORLDCOM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON T v� 1 m Fi O O 0 cm 0 0 O 0) l0 0) O 0) cri O V 0 O 0) W O W 0) (.1 O O N V 0 (r 0 '0N NOLLVOUI V1O 0) O (71 O 0 c i TRAFFIC POLE 81+59 STORM DRAIN 81+40 STORM DRAIN 79+90 TRAFFIC POLE 79+68 �KROAD CCSIGNg 77799g+5�5BA� STORM DRWN 79+48 BACK OF CURB 79+04 TRAFFIC POLE 78+84 TRAFFIC HANDHOLE 78+77 TRAFFIC CABINET 78+73 PLACE MANHOLE 78+60 TRAFFIC CABINET 78+55 STORM DRAIN 78+50 TRAFFIC HANDHOLE 77+93 ROAD SIGN 77+87 1 TRAFFIC HANDHOLE 77+31w – c TRAFFIC HANDHOLES 77+02TRAFIC CABINET 0CIN77+6 a _ 1I IN4 0 10' • E. m SEE SHEET #48 MATCH STA. 81+95 0 m ,1 o m 1 9 0 1 w ss -4 TRAFFIC POLE 76+87 STORM DRAIN 76+79 BACK OF CURB 76+70 00 STORM DRAIN 76+32 BACK OF CURB 76+15 SEWER �75 MANHOLEOLE7755+999 U.S. WEST F1BaRM ANDRAIN +95 TRAFFIC HANDHOLE 75+85 TRAFFIC HANDHOLE 75+67 STORM DRAIN 75+54 n • 0 1 0o 0 m 0 m so • ss ss co 0 a co E F 12 GATEWAY DR. 0 0 re I us • ic° 81 6 I ' ❑ ' I2 41m SEE SHEET #46 MATCH STA. 75+45 0 1,30 x mo m 0 O O cn 0 0 rn 0 4 V 0 (.1 0cri O 0 N rn 0 rn G+ O V 0 —{ 03 rn Z X o _ (n - - co + W�OD o C x _. z__, >—•Z Z 0 o --I •,J m 0 03rn 0 0 O z z O m m 0 N v A 0 D r- .71 ,z cn Td1NOZWOH 11 N O opzh IIMe an 119 SNOISIA321 o D 33332J0 'A :Ae m z z m D m r Ln 0 O IV fV 0i 0 nn8i wORLDCvM OUTSIDE PLANT CONSTRUCTION TITLE: FIBER OPTIC CABLE ROUTE TUKWILA, WASHINGTON 0) W 0 V 0 0 0) 21 D i z 0 o) O V v, O 0 0 0 c PJ 0 cm 0 -1 • 84+59 5 410 100' STORAGE LOOP 84+59 4 250 1 84+59 3 270 100 SQ FT PLACE MANHOLE REMOVE do RESTORE ASPHALT 81+95 2 410 610' 85+25 8 410 100' STORAGE LOOP 85+25 —7 240 1 TUKWILA, WASHINGTON KING COUNTY SECTION 11 TOWNSHIP 23 RANGE 4 85+25 0 0 c in U) � 6 281 100 SQ FT PLACE HANDHOLE REMOVE & RESTORE CONCRETE SIDEWALK PLACE MANHOLE 84+59 FIBER MANHOLE 84+53 STORM DRAIN 84+13 STORM DRAIN 83+55 TRAFFIC HANDHOLE 82+49 81+95 ROAD SIGN 82+40 1 630 610' PULL 144 COUNT DIROr1AL BORE F.O. CABLE (4)2 HDPE 85+25 PLACE HANDHOLE 86+00 POWER POLE 86+82 BEGIN DRIVEWAY 86+98 END DRIVEWAY 87+22 STORM DRAIN SEE SHEET #47 MATCH STA. 81+95 11 PULL 144 FIBER OPTIC CABLE THROUGH (1) OF (4) 2" HDPE MATCH STA. 88+05 (O 1- w w N w w NORTH PROJECT:. CLARIFICATION NO. QUANTITY 240 1 250 1 270 100 SQ FT 281 100 SQ FT 410 810' 630 610' Z O O D5- 1-- N Z O g Z 1712 31/4 0 Q J O N 2 FIBER OPTIC CABLE ROUTE W J 1 -- TUKWILA, WASHINGTON DATE: DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INII1AL ECC4Pf AS MAY E OTHERWISE PROMO BY COMTRACL. DIME CRAVE= AID SPEOFICATENS SHAU. REHMI il£ PROPERTY CP MO TDWIDCCOL BOTH ENO ISSUED RI STRICT COM:10ICE AM SMALL NOTE REPRODUCED. COPED. E USW FCR ANY PURPOSE TETMOUT SPECIFIC MIMED PEDISIOIC SCALE HORIZONTAL: 1 "=50' VERTICAL: N.T.S. MP TO MP SHEET 48 OF 52 DGN NO. TUK-48.DWG 4 EDGE OF SUDE 17 EDGE OF PAVEMENT --I C/l. LW UNE PROFILE GRADE & PIVOT PAINT CARRIED ALONG C/L ROADWAY EDGE OF PAVEMENT EDGE OF SLIDE N WEST. BRIDGE PLAN AND PROFILE CO CO tn a n. 148'-6" 0 tilCL w 0 NEW LANE ADDED ai NEW PILLARS ADDED tn r NEW FOUNDATION UNDER PILARS 2 EXISTING GOUND— UNE AT 35' RIGHT OF C/L LW LINE I n 1 L—U—J II 11 11 r -nu I L—J L-4-I—J II II -U L—H—J II I I i n LIJist I II r-.4-7 L—U—J II I I it LL oir 1 1 N 41'58.00' E S.T. STA LW 2623+33.0 0 ,;;L6 JO N z W a ti ELEVATION LW UNE OVER S.S.H. NO. 2—M MP 155.993 4 - 2" HDPE DUCTS 1 - .8" FIBER OPTIC CABLE MP 156.00 4 - 2" HDPE DUCTS 1 - .8" FIBER OPTIC CABLE PROJECT: CLARIFICATION NO. QUANTITY Z 0 U 1- N Z 0 U 1— z J 0_ W (1) 1- 0 LU 1- 0 CCLIJ Z CO O < U U Z U = tY Q • cr La.. W 1- DATE: 02/26/01 ENGINEER: MICHAELIS DRAWN BY: K. GREEFF REVISIONS DATE DESCRIPTION INITIAL =EFT A7 NAT EC OMNI= PRO'OEE ar COMMA= VICE CRAW= Mo Di7CAr10a MULL RO WE ME PRa4RIY v YO a7aDCOl ECM MEMO CCM M MCI COMMERCE MO DULL NOT EC REYRmUCm, C M aR USED POR ANT PLEPOSE amour DTIC IMarn7c PERM:NIL .. SCALE HORIZONTAL: 1 "=20' VERTICAL: 1 "=20' MP TO MP SHEET 49 OF 52 DGN NO. TUK-49-51.OWG