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HomeMy WebLinkAboutPermit L95-0004 - SABEY CORPORATION - DUWAMISH BRIDGE REHABILITATION SHORELINE SUBSTANTIAL DEVELOPMENTL95 -0004 DUWAMISH BRIDGE REHAB SHORELINE .., Shoreline Management Act of 1971 PERMIT FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT File Number: L95 -0004 Status: APPROVED Applied: 01/13/1995 Approved: 06/21/1995 Expiration: 06/21/2000 Pursuant to RCW 90.58, a permit is hereby granted to: to undertake the following development: REHABILITATION OF DUWAMISH RIVER BRIDGE upon the following property: Address: 10201 .EAST °MARGINAL WY Parcel No: 042304 9183.. Sec /Twn /Rnge: 04/23/04 THE PROPOSED PROJECT WILL BE;WITHIN THE AREA OF THE GREEN RIVER AND ITS ASSOCIATED WETLANDS, WHICH IS A SHORELINE OF STATEWIDE SIGNIFICANCE AND I DESIGNATED AS AN URBAN ENVIRONMENT:: The following master program provi,sions are applicable'', to this development: Development pursuant to:<this ;:permit shall attached ;terms and con.diti'ons:.; :' This perms is Is . granted pursuant ``to the;, Shore-1 i ne Management Act,, of 1 ?971 an nothing In this permit" shall excuse the appl scant from compliance :with any other \Federal, State or` local" statutes, ,..ordinances or regulations:' appl icab.l:e to this' pro'ject,:`,b�ut not, A'inc•onsistent. with the Shore;l ine; ` Management Act (;Chapter 90.58 RCW), t , y undertaken pursuant to?::the This permit may be rescinded pursuant to' RCW 90.58.,`140(8) in the` event the permsttee,':- fails' to comply with the terms or.; :conditions hereof. CONSTRUCTION PURSUANT TO THIS PERMIT WILLrrt,NOT ~BEGIN OR; - =IS NOT�,.4■UTHORIZED UNTIL THIRTY: (30) DAYS FROM THE DATE OF FILING.:;WITW"THE DEPARTMENT OF ECOLOGY AS DEFINED IN RCW 90.58. 140(6) AND 173 -14- 090,., OR UNTIL ALL REVIEW PROCEEDINGS INITIATED WITHIN; THIRTY DAYS FROM THE'>_DATE OF SUCH FILING HAVE TERMINATED; EXCEPT AS P OVIDED IN RCW 90.58 140(5)(a)(b)(c). Date. Steve Lancast.er..: Director; P l ann i ng Department Construction or substantial progress toward construction must begin within two years from date of issuance, per WAC 173 -14 -060. z • mow: U .) co w: . J . w a' : = d- w. •• s- Z� •1- O. • Z�. :0 V,. • rLF' • Z: • w U N' • •z • FORM 81 (REV. 7/86) Affidavit of Publication STATE OF WASHINGTON, COUNTY OF KING, APPLE BOUNYARITH being duly sworn, says that he /she is the Principal Clerk of Seattle Times Company, publisher of THE SEATTLE TIMES and representing the SEATTLE POST - INTELLIGENCER, separate daily newspapers, printed and' published in Seattle, King County, State of Washington; that they are newspapers of general circulation in said County and State; that they have been approved as legal newspapers by order of the Superior Court of King County; that the annexed, being a ❑ classified advertisement ❑ display advertisement, was published in: .. The Seattle Times ❑ Seattle Post - Intelligencer ❑ and not in a supplement thereof, and is a true copy of the notice as it was printed in the regular and entire issue of said paper or papers on the following day or days February 03,10, 1995 and that said newspaper or newspapers were regularly distributed to its subscribers during all of said period. RECEIVED FEB 1 5 1995 CITY OF TUKWILA FINANCE DEPT. NOTICE OF• 'APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT•PERMIT • • • ACTIVITY:,L95.0004' NOTICE IS HEREBY 'GIVEN that Sobey Corporation hos tiled on application for a• SHORE, LINE SUBSTANTIAL DEVEL- OPMENT permit for:l1•: .',• a. REHABILITATION OF • iDUWAMISH RIVER BRIDGE ", LOCATED AT: 10201 EAST, ; MARGINAL WY S. . within the NE V. section •4 town• ship 23 range 4 . , In Tukwila; King County,•Wash- ington. The said development is proposed to be wlthln•203 feet of the Green River/Duwamish and/ . or its associated wetiands..Any person. desiring •to express •his . views :or be notified •ot the action taken on this application should.: notify JOHN"JIMER• SON, DEPARTMENT OF COM- . PLANINING DIVISION CITY • OF•TUKWILA; 6300 'SOUTH- . CENTER BOULEVARD, SUITE 100, TUKWILA, WASH- INGTON 98188, in writing his in. • terest within 30 (thirty).days of the •final• dote of publication of • .' MI5 notice which l5Feb.,10;1995.• • Written 'comments' must. be re- • ceived by March 13, 1995.• • 2 Subscribed and sworn to before me this Thirteenth day of February )l ,19 95 12t thyb Nq y Public In and fo. (he State o oshington residing at • i �Qw ;JU`• oo G; rn w:. •w o; g J.`. wa. = o. I-w. � rr: ,w w' � o! io N • O1-- •= V O' w Z; .v- A F F I D A V I T • O F D I S T R I B U T I O N ji?„0001r1C hereby declare that: Notice of Public Hearing Notice of Public Meeting J Board of Adjustment Agenda Packet D Board of Appeals Agenda Packet Planning Commission Agenda Packet.. • Q Short Subdivision Agenda Packet Q Notice of Application for Shoreline Management Permit Shoreline Management Permit []Determination of Non - significance fl Mitigated Determination of Nonsignificance O Determination of Significance and Scoping Notice O Notice of Action 0 Of ficial Notice Other 0 Other was mailed to each of the following addresses on I t rn e L C ,rie r-c3 4) ' . c ECO� , Sflo e Icund,(3 DIV. Name of Project WCLh)I TSkl VW en File Number LcIS— 0009 atur Qs- ICt(3-1)).\D r G, w. ;J V '00; N w:. w 0 ga- _°: i-- w z�. ,�F O z g; O: Z y, OI •` A F F I D A V I T 1, leile_ O F D I S T R I B U T I O N \910105 hereby declare that: Notice of Public Hearing fl Notice -of Public Meeting fl Board of Adjustment Agenda Packet O Board of Appeals Agenda Packet_ D Planning Commission Agenda Packet .0 Short Subdivision Agenda Packet D Notice of Application for Shoreline Management Permit Shoreline Management Permit was mailed.to each of the following addresses on /Ors 0 Determination of Non - significance D Mitigated Determination of Nonsignificance Determination of Significance and Scoping Notice Notice of Action 0 Official Notice Other 0 Other Name of Project 4'JCCtmhSi E;wr. gr'cl or_gnatur4 Riff51;h0 File Number City of Tukwila Department of Community Development John W. Rants, Mayor Steve Lancaster, Director MEMORANDUM TO: FROM: John Jimerson DATE: December 29, 1995 RE: Oxbow Bridge- Public Works Permit Joanna Spencer Thank you for the opportunity to comment on this permit. To comply with the SEPA mitigation measure, prior to issuance of this permit, the applicant must provide DCD with a detailed plan which identifies the potential of debris, oil and other materials entering the water and appropriate measures for minimizing the potential. This plan is subject to DCD approval. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 CITY TUKWILA CONDITIONS Address: 10201 EAST MARGINAL WY S App I i cant.: Permit No E95-0001 Status: Type: P-SEPA "••• b Applied: Locati on : 04/23/04. 0*'-`• '4:::%4's::----' -,..,;-,-,4Kv,,,,,,,A, Approved: Parcel #: 042304-91:83:;-;,- . i,,N Vt '1A 'II, -;..r 0 41) • ....,, .--`..•-4. TrrN ''''''•:`r.k ;b"k:7,,, Zoning: M2 1:7 K R36444 .i i'i SEC;(2.., 1,6*-11 P.' • .....A. /11,,,, * * * * * * * * * * * A. * * *,*%***v.e* * * WkAfle..* *V,* *44.* A:* * *4 * * )1;')111,,f* * * 44#4:•teiii. *4 * *,* *..******* A. * * * A. * * .- 1 . . P In i oVir c o rrarl'eriieVe n ofo ..work on-, the 1:•1-144)d.gee'll thes''‘i4,-,.11 cant .., 4,, , ...q , -_..,. ,,+,. s has,,1610/pr cAsi idre ;h e 1;1 iy a d eta i 1 &d, p 1 anli wh.9.'ch n$,Int i f i es ler ma el 0 cli s en ...e.m. n g V thtimater a'`nd oapproprii ate measili;es for mitil,m, zing. the\ l A Izyt ; , 1„rz,., Tt:he p 1 krttNisisysubjec,t. to rev i ew ati,d app,r,Vv a 1 ,lky i t,iy.e, •1 .1:::. .. 4.1 ,4 t- he , Depat tment of'''C'ommun\itv D'evelopment. n. e a ,...6% \ iA APPROVED 01/13/1995 03/06/1995 t t i a f t.debr c-r-4:-Ao 4 91 en d o t t 11,rag ,?.4.• q>.;•1 if i i4- y. 00'4. Wit?, '‘U;1 441:;0' t r • \ ;LAO, •:•• ; 1 64, 4; ; .,!•1‘,.;:. 4, 0 44.1 L7% • r. 3 \ " ::•rg ; / A.i / S14 (•,•• .. ,••'..(• ‘••■•, I e • i',;;•■..„ ...);,•;;; • ■".r. t 1, i4F •• ;: " , • 14..11 "1 , t \V.„ . . • of; .:* •ti r „,T. ,4? ` t •`, .1/ 1,1 ): z ,-- Date: 28-Mar-96 13:37 From: JOHN -J (JOHN JIMERSON) To: JOANNA Copies -to: JOHN -J Subject: oXboW bRiDgE Message -id: 1B965A3101DEDEDE joanna The proposed changes to the project are within the scope of. the shoreline permit and SEPA review already completed. No additional changes to those approvals are necessary. In their letter, they ask that we notify you of this decision. Do I need to do anything else, such as calling Sabey? I will put this e- mail'in the files for future reference. john ��.,S,W.ctiAte_+`.: +(1'.iit4J: • MEMORANDUM • Joanna Spence John Jimerson Oxbow Bridge March 22, 1996 Attached is a modification to the Oxbow Bridge Project. me know if you believe we need to change either the Permit or the DNS that were previously approved. If I don't hear from you by March 29th, I'll assume you the modifications. Thanks. Please let Shoreline approve of :..„•..„ 03/21/96 THU 11:31 FAX 206 281 0920 DAS CONSTRUCTION SABEY CORPORATION [via fax: (206) 431 -3665] City of Tukwila Department of Community Development 6300 Southcenter Blvd. Tukwila, WA 98188 Attn: Mr. Jack Pace, Senior Planner Re: Oxbow Bridge Renovation Shoreline File No. L95 -0004 March 21, 1996 Dear Mr. Pace: Sabey Corporation would like to make a very minor revision the SEPA Checklist for the above Permit. Because of concerns from the Washington State Fisheries and Mukelshoot Indian Tribe we have had our Geotechnical Engineers re- evaluate their recommendations regarding the riverbank stabilization supplement. Their revised recommendation is now shown in response to question B.1.d of the Environmental Checklist. In addition, at the request of the Tukwila Departmant of Public Works, we have included more specific information regarding grading in response to question B.le. The revised page 4 of the Checklist is attached to this letter as well as the Geo Engineers letter of February 26, 1996. Should you have any questions or require additional information, please don't hesitate to call at any time. The timing of this project is critical as the season for doing work over the river is very limited.. We look forward to your response as soon as possible. In addition, please notify. Joanna Spencer in Public Works of your action. Yours truly, Sabey orporation Robert H. Sorensen AIA, Project Architect enclosures: (3 pages) cc: Sandy Erickson/Jerry Bresslour Dave Sabey Phil Birk i:\wp\bridge_2.321 A COMMERCIAL REAL. ESTATE COMPANY , 101 Elliott Avenue W. • Suite 330 • Seattle, WA • 98119.206/281 -8700 • Fax: 206/282 -9951 - lj001 MAR 21 1996 COMMUNITY DEVELOPMENT 03/21/96 THU 11:31 FAX 206 281 0920 TO BE COMPLETED BY APPLICANT B. ENVIRONMENTAL ELEMENTS 1. Earth DAS CONSTRUCTION a. General description of the site (circle one): Flat ,rolling, hilly, steep slopes, mountainous, Waterfront flanking Duwamish River, b. What is the steepest slope on the site (approximate percent slope)? 45° 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 mils, specify them and note any prime farmland. Mixture of sand and clay Evaluation for Agency Use Only jjj 002 w: oCg, 00 N 0, mow:. N LL. w0 co pi Hw d. Are there surface indications or history of unstable 1-c) soils in the immediate vicinity? If so, describe. z �; Not within 100' of the bridge on either s4e of the w w river bank. The Geotechnical Engineer is _recommending vegetative slope protection supplement to the axi ng ) riprap, 20' either side of the bridge structure This project will not impact shoreline. - attached). = Describe the purpose, type, and approximate quanti- ties of any filling or grading proposed. Indicate u-o source of fill . i z Minimal grading to lower and align bridge approaches. Less than 1,000 c.y. of soil removed from site. z. f. Could erosion occur as •a result of clearing, construction, or use? If so, generally describe. Unlikely About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Impervious surfaces unchanged -4- 03/21/96 THU 11 :32 FAX 206 281 0920 DAS CONSTRUCTION Geo Engineers Sabey Corporation 101 Elliott Avenue West, Suite 330 Seattle, Washington 98119 Attention: Mr. Phil Birk O February' 26, 1996 Vtiu Consulting Engineers and Geoscientists Offices in Washington, Oregon, and Alaska Summary Letter Geotechnical Consulting Services River Bank Protection Oxbow Bridge Replacement Project' South 102nd Street Tukwila, Washington File No. 0548- 014 -01 :. • We.h'ive reviewed the'ilope protection,regtiiretnents, for•both.hanks. of the Duwainish'River, at the Oxbow Bridge site in Tukwila, Washington, as requested. We understand that the Fisheries Department and Muckleshoot Indians have requested that vegetative slope protection measures be used in lieu of HARD (rock) RIPRAP to the extent, practical in order to provide some cover and shade from a riparian environment. If hard riprap is used for the full height of the river bank, the areas affected by thenew construction would be devoid of any bank vegetation at or near the waters edge. We understand that some reshaping of the existing west bank will be done as part of the bridge replacement project to accommodate a jogging path. The grading along this portion of the bank is expected to involve only cutting; no fits will be placed to form the berm between the river and the jogging path. For this condition, we recommend that slope protection above ordinary high water consist of vegetation rather than rock cover in order to better accomplish the goal of the Fisheries Department and the Muckleshoot Indians. Speci4ically, we recommend that the live stake planting option described on pages 8.13 and 8.15 and shown in Figure 8.2 (page 8.14) of the King County "Guidelines for Bank Stabilization Projects'.' dated June 1993 be used in this area. The selection of species, preparation and placement of the live stakes should be in accordance with the King County Guidelines. Geo. eoEngineers, Inc. 8410 154th Avenue N.E. Redmond, WA 98052 'lblephone (206) 861.6000 ; - • Fax (206) 861.6050 r V•' " on wcydsd Wpr •Fc7+. »77.' ^.NI•: ?Fii4tP..4.M4! r* '. �i 'C-�iyY� z'M1�'f `: V�'h�'ti:i_ ..• .7 .71.01 / 7%'i�iT ^rljlt '.t.'•i..tJ 1�M �i Cf1 i i�.'i•'�?�CT.'4. •.C: ~Gti�`r,.N �: �!C."�'w_" ..9:.tth '.r..•y �y.�y;i�;; ••. 1a 003 03/21/96 THU 11:33 FAX 206 281 0920 Sabey Corporation February 26, 1996 Page 2 DAS CONSTRUCTION a004 Our examination of the east bank of the river indicates that the bank is in a stable condition • in the vicinity of the east abutment. Inasmuch as the planned reconstruction of the bridge will not cause any changes to the bank, we recommend that it be left as is. If you have any questions concerning these conclusions, please contact us. Yours very truly, GeoEngineers, Inc. Jack K. Tuttle, P.E. • Principal MT:Cms Document ID: 0548014.SL2 Three copies submitted One copy transmitted by facsimile f�•1 k I EXPIRES ic.% / /n(: 1 G e o E n g i n e e r s File No. 0548 -014-01 -1130 'SG:.a 1, i_..: Ji1...at5......u..�..Ja....1i: - t..c•�.'' "3:iY:.i:}: G'«:ili'irri '' i. 5w1101 lVni2vw•: iJ:=i.::i afd91te.7d1:JF•"isM'8wi....1,i. 41sC.i::'s1:21ll41:tw. STATE OF WASHINGTON DEPARTMENT OF ECOLOGY Northwest Regional Office, 3190 - 160th Ave S.E. • Bellevue, July 6, 1995 Phil Birk. Sabey Corporation • 101 Elliott Avenue West, Suite 330 Seattle, WA 98119 Dear Mr. Birk: Re: RECEIVED .„ 71995 COMMum -ry DEVELOPMENT Washington 98008 -5452 • (206) 649 -7000 City of Tukwila .Permit # L95 -0004 City of Tukwila - Applicant Shoreline Substantial Development Permit # 1995 -NW -10101 The subject Shoreline Management Substantial Development permit has been . filed with this office by the City of Tukwila on June 28, 1995. The development authorized by the subject permit may NOT begin until the end of the appeal period July 28, 1995. You will be notified in writing if this permit is appealed. Other federal, state, and local permits may be required in addition to the subject permit. If this . permit is NOT appealed, this letter constitutes the Department of Ecology's final notification of action on this permit. Sincerely, ,e7 i . Robert J. VFritze Shorelands Specialist Shnrelands and Water Reso+irces Program RF:rf RECSDP.WP cc: Rick Beeler - Shoreline Administrator, City of Tukwila c:....Le..',a4i.J t..�, City of Tukwila John W. Rants, Mayor Department of Community Development • Steve Lancaster, Director June 22, 1995 NOTICE OF DECISION L95-0004 Phil Birk Sabey Corporation 101 Elliott Avenue West #330 Seattle, WA 98119 RE: Shoreline Permit L94-0004 Dear Mr. Birk: This is, to inform you that the City of Tukwila has approved your shoreline substantial development permit for the Duwamish Bridge rehabilitation project. A copy of the permit is enclosed. We will be forwarding the decision to the Department of Ecology •within the next eight days. Once Ecology receives the decision, the 30 day appeal period will begin. Barring receipt of any appeals, work may commence at the end of this 30 day period, provided the SEPA mitigation has been met. If you have any questions in this matter, don't hesitate to call me at 431-3661. Sincerely, imerson ssociate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 Memorandum TO: Jack Pace LI FROM: John Jimerson RE: Shoreline Permi - Sabey Corporation DATE: June 20, 1995 Project File No. L95 -0004 1. PROJECT DESCRIPTION: The proposal is to replace an existing high arched bridge over the Duwamish River with a level bridge. The alignment of the bridge will not change, and the existing pilings would remain. To do so, they will be cut down to size to support the new bridge. No new pilings are proposed. Pursuant to the recommendation of a geo- technical engineer, the applicant proposes to armor both river banks along the bridge. There will be 200 cubic yards of materials excavated on the ends of the bridge, with the materials to be exported off site. 2. POLICIES OF THE SHORELINE MANAGEMENT ACT: The project will not change the use of, and will have minor impacts to the shoreline. 3. POLICIES OF THE SHORELINE MASTER PROGRAM: The site is within the jurisdiction of the King County SMP and is consistent with the goals and policies of that SMP. It will not adversely affect land use, economic development, public access, circulation or recreation along the shoreline. Following are the relevant review criteria as contained in the King County Shoreline Master Program as administered by the City of Tukwila: Urban Environment Shoreline Regulations General (A) Nonwater related development ... shall not be permitted waterward of the ordinary high water mark. Response: The proposal replaces an existing bridge. Consistent with the definition for water related development, the bridge provides access to the shoreline area. (B) ...no structure shall exceed a height of thirty -five feet... Response: The proposal reduces the height of the bridge from roughly 35 feet above OHWM to roughly 20 feet above OHWM. (C) All development shall be required to provide adequate surface water retention and sedimentation facilities during the construction period. Response: The SEPA checklist indicates that silt fences will be provided as needed. (F) Collection facilities to control and separate contaminants shall be required where stormwater runoff from impervious surfaces would degrade or add to the pollution of recipient waters or adjacent properties. Response: Stormwater will be channeled to existing stormwater collection facilities. (G) Development...shall...permit a trail to continue where...the site is presently being used...for public access. Response: There is a foot path along the river below the bridge. The foot path will not be affected. Urban Environment Shoreline Protection Regulations (E) Shoreline protection shall not have adverse impact on the property of others. Response: The length of shoreline to be rip rapped (40') is comparatively small compared to the length of the property on with the project is occuring. Adjacent properties will not experience increased accretion or scouring as a result of this project. (F) Shoreline protection shall not be used to create new lands... Response: The rip rap will not create new lands. It stabilize the bank on which the bridge is located. (G) Shoreline protection shall not significantly normal surface and /or subsurface drainage into is intended to interfere with the water body. Response: There is no water drainage into the river at this location. (H) Automobile bodies or other junk...shall not shoreline protection. be used for Response: Rock rip rap will be used. (I) Shoreline protection shall be designed so as not to constitute a hazard to navigation and to not substantially interfere with visual access to the water. Response: The riprap will not affect navigation nor access to the river. (J) Shoreline protection shall be designed so as not to create a need for shoreline protection elsewhere. Response: See "E" above. (L) Bulkheads must be approved by the Washington State Department of Fisheries. Response: Requirement is noted. (M) Bulkheads shall be constructed using an approved filter cloth or the suitable means to allow passage of surface and groundwater without internal erosion of fine material. Response: The bulkhead is minor and is located above the ordinary high watermark. Groundwater passage is expected to be minimal. 5. SEPA: A determination of non- significance was issued on March 9, 1995. The comment period expired without receipt of any comments. RECOMMENDATION: Approval of the substantial development permit. A F F I D A V I T O F D I S T R I B U T I O N INEZ LAMBERT hereby declare that: Notice of Public Hearing O Determination of Non - significance at w '' 0 Notice of Public Meeting O Mitigated Determination of , W w Nonsignificance S w 0' J; ii. 4c O Board of Appeals Agenda ONotice of Action 0 D Packet i a I.= w O Planning Commission Agenda O Official Notice 1-0' Packet z t--: w w O Short Subdivision Agenda Other Packet O _' ;0.)- ]Notice of Application for O Other i v. Shoreline 'Management Permit c 16t) O Shoreline Management Permit v OBoard of Packet Adjustment Agenda O Determination of Significance and Scoping Notice was mailed to each of the following addresses on JANUARY 30, '95 MAILED TO: DEPT. OF ECOLOGY (SHORELINE) MUCKLESHOOT INDIAN TRIBE FRIENDS OF THE DUWAMISH APPLICANT (PHIL BIRK, SABEY CORP. 101 ELLIOTT AV W SUITE 330 SEA WA 98119 SURROUNDING PROPERTY OWNERS (see DCD file for list) HAND DELIVERED: CITY CLERK AND MAYOR FAXED: SEATTLE TIMES (PUBLISHED 2/3 and 2/10 of '95 NOTE: ORIGINAL FILED WITH DEPT. COMM. DEVELOPMENT Name of Project REHAB OF DUWAMISH RIVER BRID§gnature File Number L 95 -0004 SEAFIRST BANK /REIS A/C DESIMONE #6500153 P.O. BOX 34029 SEATTLE, WA 98124 • ASSOCIATED GROCERS CREDIT UNION 10200 E. MARGINAL WAY SOUTH SEATTLE, WA 98108 HAAPLA & HAAPLA 10230 E. MARGINAL WAY SOUTH :SEATTLE, WA 98168 JOHN S. ROACH 3720 - 80TH AVENUE S.E. MERCER ISLAND, WA 98040 BOEING COMPANY E. MARGINAL ASSOC. P.O. BOX 3707, MIS 1F -09 SEATTLE, WA 98124 ASSOCIATED GROCERS 3301 S. NORFOLK SEATTLE, WA 98118 SEAFIRST BANK /REIS C/O DESIMONE #6500112 P.O. BOX 34029 SEATTLE, WA 98124 PORT OF SEATTLE CWW1 10100 W. MARGINAL PLACE SOUTH SEATTLE, WA 98168 EVELYN J. SCHUEHLE 16412 - 6TH AVE. S.W. SEATTLE, WA 98166 FREEMONT ASSOC. 700 N. 36TH STREET SEATTLE, WA 98103 ASSOCIATED GROCERS P.O. BOX 3763 SEATTLE, WA 98124 N.W. AUTO WRECKING CO. 10230 E. MARGINAL WAY SOUTH SEATTLE, WA 98168 . NOTICE.OF.APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT ACTIVITY #: L95-0004 NOTICE IS HEREBY GIVEN that has filed an application for a SHORELINE SUBSTANTIAL DEVELOPMENT permit for: REHABILITATION OF DUWAMISH ;RIVER BRIDGE P' LOCATED AT 10201 EAT MARGINAL WY 'S I . ; within the •-• l • in Tukwila,00ng County, Washington. ' The said development is prop4ed to be within 200 feet of the Green River/Duwamishend/or its associated wettlends. Any persory to express his views or ,to be notified of the action ; taken on this applicationhould notify ,JOHN JIMERSON DEPARTMENT' OF COMMUNITY DEVELOPMENT,, PLANNOGDIVISION, CITY OFTUKWILA, 6300 SOUTHCENTER BOULEVARD, SUITE:100, TUWILA,-,'WA5HINGTON 58188, in writing htSAnterest'within 30 .(thirty) days of the final date,of_± )H publicatidn,bf-this notice which is Feb 10,-1995., \IA' ;1 , v '-', ' i : , 1 , ::1. 7 ,',,,'• ' L - ' ).V0 , - , .•, '-','' I, Written comment' must be received by Mar 1995 .., i,e/,./:" Published Seattle Times - Feb 03, 1995 2nd Publication:' Seattle Times - Feb 10, 1995 Distribution: • City Clerk, Maybr, Adjacent Property Owners, Department of Ecology, Property Jawner,,File- 114..L.:1,42‘lie.141;64./..44,...laio.ti.s:&•4 • • • Phil Frazier Public Works Department City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 SABEY CORPORATION June 12, 1995 RECEIVED JUG E' 199 COMlvtum i T DEVELOPMENT RE: Shoreline Permit Application for Renovation of Duwamish River Bridge Dear Phil: In response to your questions on potential river bank stabilization work at our Duwamish River Bridge renovation project, there is no relationship between the proposed renovation relative to the stability of the river bank. Our geotechnical engineer has reviewed the project and concludes there is not a bank erosion problem at the bridge: However, he does recommend adding a blanket of rip rap extending:.from the .100 year flood level down to the ordinary low water level running 20' up and down the river on either side of the bridge. ' This blanket of rip rap will be added on both the east and west bank, per the engineer's recommendation as stated in his Geotechnical Report; which was submitted with our permit application. We will include the engineer's recommendations in our final submittal of plans for the building permit. Your expedient response to John Jimerson is most appreciated. Please call me if you have any further questions. Respectfully, SABEY CORPORATION Phil Birk Director of Construction John Jimerson, City of Tukwila Rob McIntosh, GeoTech Engineers tom,' UO: U p; '.W w. J w O: • < fik D: W. Z'. 1- 0- z W w; O:. O H; W W; p V± _ 0; z; tu U_ O z g:\ const \projects\seattle \1995\s95 3047\corresp \frazier.Itr A COMMERCIAL REAL ESTATE COMPANY 101 Elliott Avenue W. • Suite 330 • Seattle, WA • 98119 . 206/281 -8700 • Fax: 206/282 -9951 Sabey -4th floor �L `1 TEL No .206-281-0920 4, v -gyp v�� °`S1LBEY N, CORPORATION INP 144.6 WSJ .v (*. r Phil Frazier '�° • Public Works Department City of Tukwila 6300 Southcenter Blvd. Suite 100 Tukwila, WA 98188 RE: "ry Dear Phil: 1' June 12, 1995 Jun 1295 9 :00 No.003 P.01 RECEIVED JUN 1 2 1995 PUBLIC WORKS Post -It' Fax Note 7671 °�1* , 004..1' To Jt Ie/�/ ., Co/Dept ! IiJL:!'!ice_ r00•*1 . _�' `IX . Pfwne 0 Faxa 31 - N_ /„C Fax it Shoreline Permit Application for Renovation of Duwamish River Bridge In response to your questions on potential river bank stabilization work at our Duwamish River Bridge renovation project, there is no relationship between the proposed renovation relative to the stability of the river bank. Our geotechnical engineer has reviewed the project and concludes there is not a bank erosion problem at the bridge. However, he does recommend adding a blanket of rip ..rap extending from the .100 year flood level down to the ordinary low water level running 20' . up and. down the river on either side of the bridge. This blanket of rip rap will be added on both the east and west bank, per the engineer's recommendation as stated in his Geotechnical Report; which was submitted with our permit application. We will include the engineer's recommendations in our final submittal of plans for the building permit. Your expedient response to John Jimerson is most appreciated. Please call me if . you have any further questions. cc: Respectfully, SABEY CORPORATION ls Phil Birk Director of Construction John Jimerson, City of Tukwila Rob McIntosh, GeoTech Engineers g: bonutprolectsbatucU995495_30471c«respvnZIer.iu A COMMERCIAL REAL. ESTATE COMPANY 101 Elliott Avenue W. • Suite 330 • Seattle, WA • 98119.206/281 -8700 • Fax: 206/282 -9951 PUBLIC NOTICE CITY OF TUKWILA APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT Project: Proposal: Applicant: Location: Rehabilitation of Duwamish River Bridge ( #L95 -0004) Renovate existing bridge structure to provide a low, flat profile. Concrete and steel construction on existing pilings. Realign access lane to S. 102nd Avenue. Sabey Corporation This development is said to be within 200 feet of the Green /Duwamish River and /or its associated wetlands. Any person desiring to express their views or to . be notified of the action taken on this application should nofify the City of Tukwila De- partment of Community Development. COMMENTS FROM THE PUBLIC WILL BE ACCEPTED DURING THE 30 -DAY PUBLIC COMMENT PERIOD Written comments must be submitted within 30 days of the final date of publication of this notice (received by March 13, 1995). Send comments to: Tukwila Planning Department Attention: John Jimerson Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 For further information, please contact the Department of Community Development at (206) 431 -3670 z IF- .J U O> N W Wo Q, • = � W d. Z I- O Z • ul U 0: 0 F-! W. H Ul O Z U O I, City of Tukwila John W. Rants, Mayor Department of Community Development Commander, Thirteenth Coast Guard Division Aids to Navigation and Waterways Management Branch 915 Second Avenue Seattle, WA 98174-1067 Attn: John Mikesell RE: Public Notice 95 -N -01 Bridge Modification Dear Mr. Mikesell: Steve Lancaster, Director The City of Tukwila Department of Community Development is processing the SEPA environmental review and shoreline permit for the Duwamish Bridge modification project. A Mitigated Determination of Non - Significance was issued on March 9, 1995, and the comment period on the shoreline permit concluded on March 13, 1995. We have r eceived a courtesy copy of the letter addressed to you from the Muckleshoot Indian Tribe dated March 22, 1995. In that letter, the Tribe has asked you to consider several factors in the review of your permit. The purpose of this letter is to request that we be informed of any requirements you may place on the permit, including any requirements which address issues raised in the Muckleshoot letter. I will be calling you shortly to find out your permit approval time frame. If you have any questions or comments on this project, don't hesitate to call me at 431 - 3663.. Sincerely, Jimerson ociate Planner cc: Roderick Malcom Phil Birk 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 431-3665 [1sEARsy HAND DELIVERED April 4, 1995 Mr. Steve Lancaster Director Department of Community Development City of Tukwila 6300 Southcenter Blvd., Suite #100 Tukwila, WA 98188 Re: Duwamish Bridge Rehab L 95 -0004 Dear Mr. Lancaster: Enclosed please find Affidavit of Ownership executed by Seattle First National Bank, as Co- Trustee and Agent Under the Will of Giuseppe Desimone and Under the Will of Assunta Desimone as required by your letter of March 14, 1995 to Phil. Birk at the Sabey Corporation. Very truly yours, N. Richard H. Anderson, C.RM., R.P.A. Vice PresientReal Estate Seafirst Investment Counselors, CSC -47 (206) 358- 3409 RHA/mb Enclosure David Sabey Sandy. Erickson Interested Desimone Family Members Oxbow Advisory Committee RECEIVED APR 041995 COMMUN, DEVELOPMENT SHORELINE SUBSTA. _ .1AL DEVELOPMENT APPLICATION CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 • Telephone: (206) 431 -3680 S >TAFF <{!SE >:: .•... .ONL��Y ss Reference shV'i:jiit >i g'v:ij +i§Oi:itii.sd.vii `:::a`::M':::jYi. 1. BRIEFLY DESCRIBE YOUR PROPOSAL: Bridge Rehabilitation of the Duwamish River 2.. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub- division; or tax lot number, access street, and nearest inter sec -.ion) King County Parcel #042304- 9183 -05. Intersection of S. 102nd Avenue and Duwamish River Quarter: Section: Township: Ranger (This information may be found on your tax statement) • APPLICANT:* Name: Phil Birk, Sabey Corporation Address: 101 Elliott Avenue West, Suite 330, Seattle, WA 98119 hone: (206) 281 -8700 • - ' — .Signature: ,42L-. Date: 1/13/95 * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by. applicant. 4. PROPERTY OWNER AFFIDAVIT OF OWNERSHIP SEATTLE FIRST NATIONAL BANK, AS CO- TRUSTEES AND AGENT UNDER THE WILL .OF GIUSEPPE DESIMONE AND.UNDER THE WILL OF ASSUNTA DESIMONE une: RICHARD H. ANDERSON, VICE PRESIDENT Address:SEAFIRST INVESTMENT COUNSELORS, CSC -47 • P. O. BOX 34471 P , W $12 47 Phone: (206) 358 -3409 JJ SEATTLE FIRST NATIONAL BANK, AS CO- TRUSTEE AND AGENT y ,Isignature(s)1 BY: RICHARD H. ANDERSON, VICE PRESIDENT REC - swear that I /we are the owner(s) or contract purchaser (s) of the property involved AFR 0 4 von this application and that the foregoing statements and answers contained in this application are true and correct to the GUPI'N: `>Jrv,� best of my /our knowledge and belief: Date: ^o APRIL 4, 1995 p�vE - fOhIVED JAN 1 3 1995 z CC 00 (i)0 CO I O W LLQ F=- W• Z X. I- 0 Z W W' U0 0 1- Wuj 0. • w Z v u) z L �KtLU SUB i'AN'► ►AL VELOPMENT APPLICATION Present use of property: Bridge Page 2 6. Total construction cost and fair market value of proposed project (include additional future developments contemplated but not induded in this application): $1,000,000 7. List the master program policies (use program sections or page numbers) which are applicable to this development !d _ 1 di . 0 f! _ (. */ 8. List any other permits for this project from state, federal or local governmental agencies for which you have applied or will apply, including the name of the issuing agency, whether the permit has been applied for (and if so, the date of the application), whether the application was approved or denied and the date of same, and the number of the application or permit U.S. Coast Guard Bridge Permit City of Tukwila Public Works Permit Nature of the existing shoreline. Describe type of shoreline, such as stream, lake, marsh, flood plain, floodway, delta; type of beach, such as erosion, high bank, low bank, or dike; material such - - -- -- assand- gravel; mud; day; rock;-riprap; and extent and:typ.e of bulkheading; if.any (to .be completed- --- by local official): Riverbank. Low bank consisting of riprap and natural vegitation. 10. In the event that any of the proposed builidngs or structures will exceed a height of thirty -five feet above the average grade level, indicate the approximate location of and number of residential units existing and potential, that will have an obstructed view (to be completed by IocaI official): z a • •mow 6 J U: U O.. co 0 u) J W O: u. i 0. I- _+ w w. 2 D: W : I V; O Z U co z gLINE SUBSTANTIAL VELOPMENT APPLICATION Page 3 11. If the application involves a Conditional Use or Variance, set forth in full that portion of the Master Program which provides that the proposed use may be a Conditional Use or, in the case of a Variance, from which the variance is being sought (to be completed by Iocal official }: /A • 12. Give a brief narrative description of the general nature of the improvements and land use within one thousand (1,000) feet in all directions from the development site Surface parking, undeveloped property, Boeing Development Center and Boeing Oxbow Buildings (9 -150, 9 -250, 9 -251) �W UO N ti.(• = d' Os uJ W: • W W. , 7 V' • Vi N; NOTICE OF APPLICATION FOR SHORELINE MANAGEMENT SUBSTANTIAL DEVELOPMENT PERMIT ACTIVITY #: L95-0004 NOTICE IS HEREBY GIVEN that his filed an application for a SHORELINE SUBSTANTIAL DEVELOPMENT permit for: REHABILITATION-OF DUWAMISH 'RIVER BRIDGE . • ' LOCATED AT: 10201 EAST MARGINAL WY S 0 - within the .— • ,• , • .:,;.,.... within 200 feet of the Green River/Duwamisnd/or its associati‘weilinds. .....•• - , . • •• in Tukwila, 'King County, Washington The said development•ii....prdposi'd to be tiTi Any person desiring to express his views or,to'be_notified of the action taken on this application_should notify JOHN JIMERSON •DEPARTMENT' OF COMMUNITYDEYELOPMENT., PLANNING.DIVISION, CITY40FTUKWICA, 6300 SOUTHCENTERA3OULEVARD, SUITE 100, TUKWILA, 'WASHINGTON 9t1B-C in411 writing hti.Anterest:wiihin 30 —(thirty) days of the final date-of- publication t4 .. t• - „ tf -.this notice- which zis Feb 10,::,1995.-7" .„ -,-.. • .1 .,..,, • - " • k e..ti -,.. ..-....e •4'4' .... • : .. • f3 ., 4 *,•!..'. A .i .): :- -....d I 4,..,=-, Written coinentslii'ust' be received by Mai5•:::13-,''.1995 - ... .. .., .!;-.=, • • •...... . --. ,...,9. • :, . .• A , 1 `.-+•- .....r. f - .1. Published in : Seattle Times Feb 03, 1995 " • • • 2nd Publication: Seattle Times - Feb 10„1995 Distribution: Ctty Clerk,'MakorAdjacent'ProWty Owners, Department of Ecology, Proi3erty':0Wrier".;:.FTle*- • MUCKLESHOOT INDIAN TRIBE FISHERIES DEPARTMENT Commander, Thirteenth Coast Guard Division Aids to Navigation and Waterways Management Branch 915 Second Avenue Seattle, Washington 98174 -1067 Attn.: Mr. John Mikesell RECCEIVE :7) • MAR 2 41995 22 March 1995 COMM DEVELOPMENT RE: PUBLIC NOTICE 95 -N-01 BRIDGE MODIFICATION (DUWAMISH RIVER R. 5,41 Dear Mr. Mikesell: The Environmental Division of the Muckleshoot Indian Tribe has reviewed the Public Notice for the Boeing Company to renovate an existing bridge across the Duwamish River. Actions associated with the renovation work have the potential to interfere with Treaty Fishing access, and lowering the bridge surface has the potential through shading to have adverse impacts upon aquatic resources. The project area is in the reach of the river where Tribal surveys suggest that outmigrating juvenile chum and chinook begin to estuarine residence. Any project in such an estuarine reach must be carefully reviewed for their environmental impacts. The current bridge is relatively high in the air, permitting considerable light to reach the river surface. Lowering the bridge will potentially decrease the quantity of sunlight reaching the river and riverbanks. This may potentially reduce benthic productivity, for which mitigation may be required. Furthermore, the potential loss in benthic productivity and salmonid food due to the proposed river bank stabilization must be determined. The bridge work proper will neither result in an increase in overwater structure nor the number of piles, hence an increase in overwater coverage and decrease of available fishing area. However, many Tribal members set nets from, and adjacent to the, the bridge pilings. The use of barges and other construction equipment, as well as the physical act of construction can prevent Tribal members from using this area during fishing season. To prevent this potential interference with Treaty fishing, construction that will prevent for physical or safety reasons Tribal members from using the site should occur between March through July inclusive. 39015 172nd Avenue S.E. • Auburn, Washington 98092 • (206) 931 -0652 • FAX (206) 931 -0752 • ruf MAY ii..tr.nit'.:R1411W'w .0o NNom.. w • .w I wo 4. — d'. • mow. o; i0 • w;. H V. • O. • z: ill co, . _. oF.. z .... We have also noted that bank work, such as new bulkheads, is associated with this project. If the work on the river banks is covered by this Coast Guard permit, the Tribe requests to be forwarded detail designs for review. Often, bulkheads interfere with Treaty Fishing. If the proposed bank work instead will be authorized by a Corps of Engineers permit, the Tribal Fisheries Department requests by copy of this letter, that the Tribe be granted the opportunity to review the work associated with proposed permit for impacts to aquatic resources and Treaty access. I thank you for your attention to our concerns. If you have any questions regarding this letter call me at 931 -0652. w U1. • C.)o •vO w .N LL W 0`. IL at; ;ya • ;w W:. •' wu _. . iL Pi Z. U N ;O F" Roderick Malcom Habitat Biologist MIT / Glen St. Amant US Army Corps of Engineers / Regulatory Branch NOAA / Restoration Centre, US Fish and Wildlife Service DOE / Inter- Agency Operations Section WDFW. / Randy Carman City of Tukwila / John Jimerson [1]swsr Seafirst Investment Counselors Managing Directors Robert D. Frazier Robert H. McNulty March 13,1995 Mr. Jonathon Freedman U.S. Army Corps of Engineers Regulatory Branch 4735 E. Marginal Way South Seattle, Washington 98134 Mr. Andy Levesque King County Department of Public Works Surface Water Management Division 700 Fifth Avenue, Suite 2200 Seattle, Washington 98104 Mr. Rick Beeler Growth Management Coordinator City of Tukwila 6200 Southcenter Blvd. Tukwila, Washington 98188 Re: Shoreline Substantial Development Permit Application File No. 195 -0004. Application of Sabey Corporation for Rehabilitation of the Duwamish River Bridge Gentlemen: toR 13 1995. DEVELOPMENT Principals Peter G. Acker Phyllis H. Carlton James K. Gallagher Donald L. Gher J. Stanley Menees Roger C. Reynolds Sharon Rowley As co- trustee for the Desimone Trusts, owner of the property upon which the above- referenced project is located, I sent you a letter dated January 30, 1995 stating that the trustees of the Desimone Trust have not consented to the above - referenced application. In fact, the Trusts lease the property to the Boeing Company, not to the Sabey Corporation. Seafirst investment Counselors 701 Fifth Avenue, Suite 4750/Post Office Box 34471 /Seattle, Washington 98124 -1471 Telephone (206) 358- 3382,1- 800 - 392 -2128 FAX (206) 358-0658 March 13, 1995 Page 2 We therefore request that the application not be processed until further notice from the property owner. If you have any questions, please do not hesitate to contact me at. 358 -3409. Sincerely, Richard H. Anderson, C.P.M., R.P.A. Vice President/Real Estate RHA/mb Suzanne Hittman Dick Desimone Bob Phillips Jim Reinhardsen Judy Runstad Dave Sweeney ......_ .............._...... ....i..,...�....,...,c....,,... a; ,... ,.. •: L;,.• FU :..+:.:u::.,:..u.- .c.K::.�:7.; .t 1.:ur. ::a..:cr�.0 ++•. <:>v�:.tv.:::.• -.s wi:�suei.:ulilti:anl1 �': LI.akiU!%iiilsyua'w1'ivtt..:L`n Summary Letter otechnical Consulting Services Eraluation of Existing Timber Pile Foundation For the Oxbow Bridge South 102nd Street Seattle, Washington January 20. 1995 or Sabey Corporation RECENFID JA 2 4 1995 DE.VELOPivl-. , G o o Ens I noses File No. 0548-014-R01 January 20, 1995 Sabey Corporation 101 Elliott Avenue West Suite 330 Seattle, Washington 98119 Attention: Mr. Phil Birk Summary Letter Geotechnical Consulting Services Evaluation of Existing Timber Pile Foundation For The Oxbow Bridge South 102nd Street Seattle, Washington File No. 0548-014-R01 INTRODUCTION This letter presents a summary of our geotechnical consultation services for an evaluation of the existing timber pile foundation for the Oxbow Bridge that spans the Duwamish River on South 102nd Street in Seattle, Washington. We are providing this letter at your request, for submittal to the city of Tukwila. We have reviewed the following documents regarding the existing timber pile foundation and stabilization measures completed along the east bank near the bridge by the city of Tukwila. 1. A plan prepared by The Boeing Airplane Company entitled "Piing Diagram, Oxbow Bridge" dated September 5, 1963. 2. Sheets S -1 and S -3 through S 5a of plans prepared by the Boeing Facilities Department entitled for the Oxbow Bridge dated September of 1975. 3. Sheets S -1 through S-5 of details and specifications prepared by the city of Tukwila entitled "South 104th Street, Duwamish Riverbank Slough, Emergency Repair" dated September 3, 1993. Information obtain b Mr. Phil Birk of Sabey Corporation indicates that the original bridge piles were to ong: . On this basis, pile tip elevations of 30 or deeper would have been realized if no pile cutoffs were made. Comparable information for the replacement piles is not available, necessitating an assumption about probable existing pile lengths, as discussed below. Sabey Corporation, January 20, 1995 Page 2 ogict We made site visits on November 30 and December 30, 1994 to evaluate the general condition of existing piles which are accessible onshore. Piles beneath the west approach and along the west riverbank were evaluated by our staff. We subcontracted the services of Mr. Mike Smith of Mike's Diving Center to evaluate the condition of piles located in the river. Randomly selected piles were examined form the mudline to the river surface. OBSERVATIONS EXISTING BRIDGE J The existing multi -span bridge consists of a timber trestle structure with creosote- treated timber pile supported abutments and intermediate bents. The bridge is aligned east to west over the Duwamish River along South 102nd Street. The center span is supported by two pile groups of 19 piles each. Intermediate bridge spans and the abutments are supported on 15 bents with 5 piles in each bent. The riverbanks to either side of the bridge are armored with a blanket of riprap. The riprap is constrained along the east bank of the river by vertical and battered timber piles along the shoreline. A number of vertical timber piles support the east bridge abutment and face a treated timber wall. Riprap is generally absent beneath the east end of the bridge and what riprap is present is coated with mud. No significant scour or erosional features were observed beneath the bridge. RIVER CHARACTERISTICS The Duwamish River is approximately 220 feet wide at the bridge site. The water level in the river is affected both by the river flow from upstream and by tidal action. We understand that the river flow can range from about 200 cfs (cubic feet per second) to 12,000 cfs. During Iow flow conditions, the river level is affected. mostly by tidal fluctuation, and during high flow conditions, the river level is controlled mostly by the flow volume. We understand that the average current velocity of the river is about 5 fps (feet per second) in the project area. The maximum high water level of the river in the project area is reported to be about Elevation 7 feet MSL. The minimum Iow water elevation is reported to be about Elevation -8 feet MSL. For reference purposes, Elevation 0 feet MSL corresponds to Elevation 6.6 feet MLLW (Mean Lower Low Water datum). MLLW is the datum used for reporting water surface levels on tide charts. SUBSURFACE CONDITIONS We have evaluated information in our files on past projects completed by our firm and others in the vicinity of the bridge to define probable subsurface conditions at the site. Generally G e o E n g i n o o r s Fits No. 0548 -014 -R01 Sabey Corporation January 20, 1995 Page 3 the subsurface conditions encountered in the vicinity of the bridge consist of approximately 10 to 20 feet of very loose to loose sand and soft to medium stiff silt overlying medium dense sand and stiff silt deposits (based on a ground surface elevation of about 10 feet MSL). Ground water levels along the river are affected by river level and precipitation. EXISTING PILES Onshore Piles The onshore piles for the west approach were evaluated above the ground level for bents 11 through 13 (referenced in accordance with the system presented on the plan prepared by Boeing Facilities Department entitled "Oxbow Bridge, Developmental Center" Sheet S -1, dated August 6, 1975). All of the piles at bent 13 and the northernmost pile at bent 11 had been driven adjacent to abandoned piles during bridge rehabilitation in 1975. The abandoned piles had been cut of 1 foot or less above existing grade. The piles supporting the concrete abutment #2 (the west bridge abutment) were not visible because of fill that had been placed to the east of the bent before 1975. The piles at bents 11 through 13 were evaluated visually. and by sounding with a rock hammer and were observed to be in good condition. A vertical crack with as much as 1/4 -inch of separation was observed on the south face of pile 1 at bent 13. This is not considered to be a structural deficiency in the pile but, rather, a natural occurrence. Offshore Piles The offshore piles were evaluated randomly by Mr. Mike Smith of Mikes Diving Center on January 5, 1995. The piles were evaluated visually from the mudline to approximately one foot above the waterline. One to four piles at bents 1 through 10 and five piles at bents A through D (which support the bridge superstructure) were randomly evaluated by probing with an ice pick over the same length as they were visually examined. The river was observed to have a relatively strong current and fresh water from the waterline to a depth of approximately 10 feet. Little or no current was encountered from 10 feet about 18 feet depth (the mudline at the deepest portion of the river). Barnacles and mussels, indicative of a saltwater environment are present on the lower portions of the piles. The barnacles and mussels were scraped off the piles to look for indications of pile decay. Mike Smith reported that he did not observe any indications of decay on the pile surfaces, nor did he observe significant cracks or other indications of pile.deterioration. Debris consisting of logs, branches, etc., has collected against the upstream piles and is most prominent at bents 7 through 9 and A through D. O o o E n g i n o o r s Filo No. 0548014 -R131 Sabey Corporation, January 20, 1995 Page 4 RECOMMENDATIONS AND CONCLUSIONS EXISTING PILES Condition of Existing Piles Based on our evaluation of the existing piles, it is our opinion that they are in sound condition. It is difficult to determine the life expectancy of treated timber piles which are subject to decay over time when in the presence of a fluctuating water level or a hostile environment. These piles have been in place for up to 20 years and show no indication of significant decay. Based on our observations of old timber, piles on other projects, we would expect the portions of piles below the inudline and adjacent shoreline to remain sound for many years, possibly for the desired 50 -year life of the reconstructed bridge. The aboveground portions of the piles, both in the river and onshore, should be examined periodically for any evidence of 'deterioration. Examinations should be made at 8- to 10 year intervals. If the piles do experience deterioration with time, the load - carrying capacity of the piles could be maintained by installing reinforced concrete jackets over the free- standing lengths of the piles. This would avoid the need for full pile. replacement. Pile Load Capacities According to information presented in the plans developed by Boeing, the original piles were replaced during the 1975 reconstruction. Available plans do not show pile tip elevations. However, we would expect that the piles were driven to a depth comparable to that of the original files (i.e., to a tip elevation of at least -30). Because of the lack of definitive construction records, we consider it appropriate to use a reduced design capacity for these piles in the redesign of the bridge. Based on our analyses and review of information in our piles and developed by others, we recommend that the existing piles be considered to have an allowable downward capacity of 12 tons each, based on an assumed pile tip elevation of no higher than -25 feet MSL. We understand that uplift capacity is not considered to be a factor for this project. The allowable capacity presented above is based on the assumed soil profile described above, soil strength parameters from our nearby project, a minimum pile tip diameter of 8 inches, and a factor of safety of at least 2.5. This recommended capacity is about half of the typical design capacity loads for new timber piles driven to the deeper penetration indicated for the original piles. We recommend using an allowable lateral capacity of 2 kips for a free head pile condition and 6 kips for a fixed -head condition, based on an allowable deflection of 1 inch at the pile head. Based on our analysis and experience with similar projects we anticipate that little or no additional settlement of pile groups should occur if the loading is not changed significantly from that which is presently imposed. O e o E n g i n o t 4 File No. 0548 -014 -A01 1 -'11g22.ammetzonstatemmstemema. .' Sabey Corporation January 20, 1995 Page 5 EROSION /SCOUR We did not observe significant erosion or scour features in the immediate vicinity of the bridge during our visits to the site. However, it is our understanding that erosion of the riverbanks and scour have been problematic along portions of the river in the general vicinity of the bridge. GeoEngineers has previously completed an evaluation of the west riverbank above and below the Oxbow Bridge for the Boeing Military Airplane Company, the results of which are presented in our "Report, Geotechnical Engineering Services, West Duwamish Riverbank Stabilization Project, Tukwila, Washington" dated April 15, 1994. In our April 1994 report we recommended that riprap be placed over certain areas of the west riverbank and that the riprap should consist of toe rock in the 2- to 3- foot - diameter size range and armor rock in the 1- to 2 -foot- diameter size range. We also recommended that bedding rock be placed for the riprap and that the bedding rock should consist of 6-inch-minus quarry spells. The general configuration of the slope stabilization recommended is shown on the attached figure. The complete report can be obtained from Mr. Glenn McKinney of Boeing at M/S 46-87. No significant erosional features were observed along the east bank of the river beneath the bridge. Riprap was generally absent, however, in this area. Therefore, we recommend that this area should be protected by a 2-foot-thick blanket of riprap consisting of sound, durable quarry rock ranging in size from 6. to 24 inches in least dimension. The average size should be 12 to 24 inches in least dimension_ The riprap blankets should extend from the 100 -year flood level down to ordinary low water level, and should completely cover the bank below the abutment and to 20 feet on either side of the bridge. We understand that the city of Tukwila has confirmed the 100 -year flood level to be at Elevation 8.75 feet MSL for this project. 4or► 0 o o E n g i n e e r s File No. 0548 -014801 Sabey Corporation January 20, 1995 Page 6 We trust that this letter satisfies your current needs. Please call if you have any questions. Yours very truly, GeoEngineers, Inc. RMM:JJCr:wd Document ID: 0545014.LR Two copies submitted QRo rt M. McIntosh, P.E. Project Engineer Jack K. Tuttle, P.E. Principal 0/9 s' d• o E n g i n e e r• File No. 0548414401 ELEVATION (FEET) 15^ Trail 1 Vegetated Terraces (See Note 1 10- 5- 0- --10 - Coir Geotextile Fabric • (See Note 2) 2 -Foot Dian 4 -1nch Layer of 1 1/2 -Inch Minus Gravel Geotextile Filter Fabric Existing Riverbank -- Ikt644.c11543V54;15t.itt, Q.** :o 000:.• : • ; o' e • Q •04.Do•po..c p� r P•o O'oo;p•oPoo;:po •. a •OO�CR.,o. , dfi-ve. • • •.i4 C 0 :' p. 0 b. ".•rd• i e: 6 -inch Minus Quarry Spalis (Minima 6 -Inch Thickness Below Armor Rock Livestake Saplings Vegetated Terraces _ 18" L18J 2 -Foot Facing Coir Geotextite Fabric (See Note 2) DETAIL NO SCALE K Detail) Facing Rock Above Et = 7.0 Feet (See Detail) 7.0 Feet - Upper Limit of Armor Rock 1 3/4 1- to 2 -Foot Diameter Armor Rock Below El = 7.0 Feet 2- to 3 -Foot Diameter Toe Rock HORIZONTAL SCALE: 1' = 5' Notes: 1. Vegetated terraces consist of 18 -inch -thick soil layers with `live stake' sapling cuttings. Each terrace is faced with 2 -foot diameter facing rock. Overall inclination of the terraces is approximately 2H:1V. 2. Coir Geotextile Fabric below each vegetated terrace layer extending from the riverbank to the front of the lacing rock. Additional Coir Geotextile Fabric behind the Lacing rock, piA Geo kip Fngineers 15 10 0 -10 STABILIZATION DETAIL FIGURE DEC 21 x'94 11 :22 ERICKSON & ERRKSHIRE 206 4555076 Seattle, WA 681244207 flWNV December 21, 1994 Sabey Corporation .101 Elliot Avenue W Suite 330 Seattle, Washington 98119 Attention: David Sabey P.4 /4 Gentlemen: This will confirm that The Boeing Company has authorized Sabey Corporation to meet with the City of Tukwila, the U.S. Army Corps of Engineers, and any other governmental authorities having jurisdiction, for the purpose of discussing the building permits and other governmental authorizations which may be required in order to renovate the existing Boeing -owned bridge which crosses the Duwamish Waterway at 102d Street South. This letter may be shown to such governments and governmental agencies as you deem appropriate in this connection. By authorizing ;these discussions, The Boeing Company does not intend to commit itself to any expenditures or liabilities in connection with any proposed renovadotis of such bridge. Please contact Gerald Bresslour of Boeing's Law Department on 655 -2405 if you have any questions regarding this letter. Very truly yours, THE BOEING COMPANY By: A. W. Carter Jr. Vice President Facilities & Continuous Qu = ity Improvement 10135.2254B/122094 S�BEY CORPORATION December 28, 1994 Commander John Mikesill Thirteenth Coast Guard District Federal Building 915 - 2nd Avenue Seattle, WA 98174 -1067 RE: Permit Application for Duwamish Bridge Renovation Dear Sir: Application is hereby made by the Sabey Corporation at 101 Elliott Avenue West, Suite 330, Seattle, WA for approval by the Commandant, U.S. Coast Guard, of the location and plans of an existing wood bridge structure to be modified across the Duwamish Waterway in Tukwila, WA, 6.5 miles above the mouth of the waterway. Attached is a vicinity map. Funding and Governing Agencies: Federal funds will not be utilized. Federal agencies which must grant approvals, easements, or other actions for this project include Army Corps of Engineers under their Nationwide 3 Permit. The City of Tukwila is the local governing agency. Owner Authorization: Enclosed is a letter of authorization from the Boeing Company dated December 21, 1994, the owner of the structure. Adjacent Property Owners: The owners of the adjacent property are The Boeing Company and a Desimone Trust. Scope of Work: The scope of work involves lowering the profile and bringing the bridge to current AASHTO HS20 -44 standards. The existing bridge deck and horizontal support beams will be removed and, utilizing the existing piling, a new steel and concrete structure will be provided. See attached plans. There is no filling or dredging required and the rehabilitation work will have no significant impact on the human environment.. COMMERCIAL REAL ESTATE COMPANY 101 Elliott Avenue W. • Suite 330 • Seattle, WA • 98119 2061281.8700 Fax: 2061282.9951 Telex: 401480 1=z' U o CO ULF • LL! wo .u- • =car. • z • • `Z I- o �t w w' --- . •'�o wz Page 2 Commander John Mikesill December 28, 1994 Construction Schedule: June 1, 1995 - September 30, 1995 Information for Environmental Investigation: Whereas this bridge has been in place and operational for many years and this permit application is only for renovation, the environmental impacts will be minimal. 1. Alternatives: The alternative would be to construct a new bridge adjacent to the existing structure. It is our desire to minimize the cost as well as the impact on the environment; thus the decision to renovate the existing structure in lieu of building a new structure. 2. Adjacent Public Properties: To the best of our knowledge, there are no public parks, publically owned recreation areas, wildlife or waterfowl refuges or historic or cultural sites or resources of navigational, state or local significance located in or within a half mile radius of the proposed renovation. The County is in the process of developing a park to the southeast which is .7 miles from this bridge. 3. Coastal Zone Plan: The rehabilitation work is consistent with the Coastal Zone Management act. 4. Wetland: The rehabilitation bridge work is not located within 500' of a wetland. 5. Flood Plain: The renovation bridge work is located in a base floor plain. The bottom of the structure will be 6' above the 100 year flood plain. Page 3 Commander John Mikesill December 28, 1994 Water Quality Certification: The renovation will not result in discharge into the river. The State Department of Ecology has been notified of the project. 7. Threatened Species: The U.S. Fish and Wildlife has been contacted requesting a list of endangered species. 8. Wild, Scenic or Recreational River: The bridge is not located within a half mile of scenic or recreational rivers. Farmlands: No farmlands will be impacted by the renovation. 10. Clean Air Act: It is expected that the direct or indirect emissions of criteria pollutants will be below the minimum allowable levels. 11. Noise Control: There will be no adverse noise impacts on existing activities or land uses as a result of the renovation. 12. Residence or Business Displacement: Not Applicable: There will be no business or residence displacements. Page 4 Commander John Mikesill December 28, 1994 Your support in expediting the issue of this permit is most appreciated. Please call me if you have any questions or concerns. Respectfully, SABEY CORPORATION Phil Birk Director of Construction Attachment: As stated g:\const\projects\seattle\ 19941x94_ 3047\gencor\misccor\coastgrd.ltr zi��: ir�:: ��t, ti :t;.'e.�:;'.i4::u;i�,iu:...'i: �;.: �, a'cz— ..ui•�..t SABEY CORPORA "l'(ON December 20, 1994 Gail Terzi Project Manager US Army Corps of Engineers Regulatory Branch CENPS -OP -RG Federal Center South 4735 E. Marginal Way South Seattle, WA 98134 -2385 RE: Duwamish Bridge Renovation Application for Nationwide Permit 3 Dear Gail: Per our conversation last week, please accept this letter as our application for renovation to the existing bridge over the Duwamish Waterway in Seattle. Attached is a vicinity map, the schematic elevation and plan dated 12/13/94. The., scope of work involves lowering the profile to reduce the grade and bringing the existing structure to current AASHTO HS -20 -44 standards. The existing foundation system will be utilized. The environmental impacts from the renovation will be minimal and I understand that an individual 401 certification or CZM Consistency Determination is not required under this permit. The final height of the structure over the waterway will be equal or greater . than the new bridge that was built down river, which is acceptable to the United State Coast Guard. Please review the attached information and call me at (206) 281 -8700 if any more information is needed to process this application. Respectfully, SABEY CORPORATION Yor›,.4_ Phil Birk Director of Construction Attachments: As stated g: const\projectslseattle \1994\s94 3047 \gencor\m NLn1vF£ETIVAL ESTATE COMPANY Sr u .)/np f,, ONIEC 011 4 AMBRIDGE 5 1011? w N w `` u.n•u.SL 0, u., In S TREK ION ,• \� 'N,•ul COy 3AVr \�4 VS i^ \1 N I�IRR.N•� \i7 1 {I • S. 1 BARTON � Fr, \ S stsr(ii Sr 1 \1� P;1•ALIIWIC A. . \ ',jll`15i..rf1 1\, sr \ ' I 1 tuirr 1 r G:L. \ j s5 1 yf OP •11•'-Ts 3 $10!1114• z Q • sic W JU U 0. c W= -.1 H. wo ga a W Z Z O UC)^' O — 0 H W ..1 1— -. LL W U =: z S RNIIIf1 f I N .1 [�I �W 1065W i 97 T w > YI VIVI' ^ i ST r, ----..7; ; :Ri1 A ► RR r. _ �N IIOTN 51 `[ VN v"n .1..� I • In .1 i,Ir> . • w myy. .5 will —' - 5i. _ • •` Swi IN N 41 4. „ fn .1s2 .w 1 IN C 3* 1, IN SW Il4TN ST » r, us i It�rHS`" ■ Ir Or EVA'D BOEING ■tt 51 ,..„*O.:•. 12011 57 In 1 .1111 5T T +� 11141 SW n SW t IN : S'I• 141 129111 ®' ©ST6 r 5 .N O�� I)OTN •L N . rt yl.. i 5 ® 5 S IJ 14 r IJ2VI1' m T " 133 "O ST ^` S `•" z 17i)7t,5T �•}w.rSs[i _ 13it11 .ST :.....= R• �� ®11)BTNS i 17,11; f� 3 Y rtRllsOV � IS /01111 iw F ,•.I;;l > S 1 t•iOTH .�. ST u [r':� N N Q • " 110 ll um nri[ a ti I!_ 3 t! it uu 4 , Zv S In2No 1.1 ti F b '` • S 14411 STh N • 1 d • • 1 _— SW L• 5 :i5IN TH ,t . 7 I •nr•V• SHORELINE SUBSTAI'AL DEVELOPMENT. APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 The following materials must be submitted with your application. This checklist is to assist you in submitting a complete application. Please do not turn in your application until all items which apply to your proposal are attached to your application. If you have any questions, contact the Department of Community Development at 431 -3680. GENERAL x x Application Form Shoreline Permit Fee - $550.00 Environmental Checklist [II Environmental Checklist Fee - $325.00 n Board of Architectural Review (BAR) Application N/A (if proposal meets Zoning Code definition of "development") n Board of Architectural Review (BAR) Application Fee - $900.00 N/A PLANS Seven (7) copies of the site /landscape plan, elevations, and shoreline profiles. The scale shall not exceed 1 " =30' maximum, with the north arrow, graphic, scale and date all identified on the plan. Each set of plans shall have the license stamps of the architect and landscape architect. x x x x x The following information should be contained within the set: A. may Aap showing location of site and surrounding prominent landmarks. B. Property survey showing property dimensions and names of adjacent rights -of- way. Exhibit B C. Existing top of bank (all uses and structures must be setback 30 feet from existing top of bank), floodway limit (no fill may occur within the floodway), utility lines, structures, rockeries, and other relevant man -made or natural features. Exhibit C D. Location, dimensions and nature of any proposed easements or dedications, including Dike Maintenance and Trail easements. N/A E. Limits of the 40 -foot river and the 60 -foot low impact environments. Exhibit .B F. All existing trees over 6" in diameter by species and an indicatioisttiV ilf r- be saved. N/A G. Proposed landscaping: size, species, location and distance apart. 0. 1 E' H. Existing and finished grades a 2' contours with the precise slope o, excess of 15 %. Exhibit C SHORELINE SUBSTANTIAL DEVELOPMENT APPLICATION CHECKLIST Page 2 LI 1• Location and dimensions of proposed structure(s), accessory structures with ap- propriate setbacks and parking areas (include the degree of angle for parking stall design), and driveways. Exhibits B, C and D Location and size of proposed utility lines and a description of by whom and how water and sewer is available. Exhibit B ❑ K. Gross floor area by use and parking calculations. N/A bride L. Dimensioned bhtil tug elevations, including height and exterior materials, drawn at' equals* or a comparable scale. Exhibit c 1" 30' ❑ M. Location and screening of dumpsters and HVAC units. N/A N. Locations and elevations of parking area and building. N/A ❑ O. Conceptual storm drainage plans with detention for 10 -year storm event, or on- site retention for 100 -year event. N/A ❑ P. For multiple residential, location and dimensions of common open space recrea- tion requirements. N/A Q. Shoreline profiles with cross- sections at minimum 75 -foot intervals along site's shoreline, showing: Exhibit C • shoreline environments • existing ground elevations • proposed ground elevations • height of existing and proposed structures R. Location of "Shoreline Profile" cross- section points on site plan. Exhibit B S. Identify source, composition and volume of fill materials. N/A T. Identify composition and volume of any extracted materials, and identify pro- posed- disposal'area... Exhibit _ ._._._. ._.. — - - - - -- ® U. One (1) Photomaterial Transfer (PMT) of each drawing reduced to 8.5" by 11" (most printing companies can make PMT'S). (Applicant submitting laser jet copies) PUBLIC NOTICE En El A mailing list with address labels for property owners and residents within 300 feet of your property. (See attached "Address Label Requirements ") A King County Assessor's Map which identifies the location of each property owner- ship and residence listed. The maps may be ordered from the King County Public Works Map Counter at 296 -6548. OPTIONAL ❑ Perspective drawings, photographs, color renderings or other graphics which may be needed to adequately evaluate your application. ❑ Other required information: re QQom. _Jo 00 :. 00, w w -J w o: w a: Via. w: z �.. Ho z M U �! o - ;c wW Iv o: .z .UN 0H. CHECKLIST: ENVI1 (MENTAL REVIEW /SHORELINE 1 EMIT MAILINGS ( ( ( FEDERAL AGENCIES )U.S. ARMY CORPS OF ENGINEERS )FEDERAL HIGHWAY ADMINISTRATION )DEPT. OF INTERIOR -FISH & WILDLIFE SERVICE WASHINGTON ( )U.S. ENVIRONMENTAL PROTECTION AGENCY ( )U.S. DEPARTMENT OF H.U.D. (REGION X) STATE AGENCIES ( )OFFICE OF ARCHAEOLOGY ( )TRANSPORTATION DEPARTMENT ( )DEPT. OF NATURAL RESOURCES ( )OFFICE OF THE GOVERNOR ( )DEPT. OF COMMUNITY DEVELOPMENT ( )DEPT. OF FISHERIES (..)K.C. PLANNING & COMMUNITY DEV. ( )BOUNDARY REVIEW BOARD ( )FIRE DISTRICT #11 ()FIRE DISTRICT #2 ( )SOUTH CENTRAL SCHOOL DISTRICT ( )TUKWILA LIBRARIES` ( ) RENTON LIBRARY ( )KENT,.LIBRARY ( )CITY.OF,SEATTLE LIBRARY (.)US WEST ( )SEATTLE CITY LIGHT ( )WASHINGTON NATURAL GAS • ( )WATER DISTRICT #75 ( )SEATTLE WATER DEPARTMENT ( )GROUP W CABLE ( )OLYMPIA PIPELINE ( )KENT PLANNING DEPARTMENT ( )TUKWILA CITY DEPARTMENTS: ( )PUBLIC WORKS ( ) FIRE ( )POLICE • ( )FINANCE ( )PLANNING. ( )BUILDING ( )PARKS AND. ORECREATION ( )TUKWILA MAYOR ( )DEPARTMENT OF SOCIAL & HEALTH SERVICES ( )DEPT. OF ECOLOGY, SHORELANDS DIVISION ( )DEPT. OF ECOLOGY, SEPA DIVISION* ( )DEPARTMENT, OF WILDLIFE ( )OFFICE OF ATTORNEY GENERAL *SEND CHECKLIST WITH DETERMINATIONS AND *SEND SITE MAPS WITH DECISION RING COUNTY AGENCIES ( )KING COUNTY DEPT. OF PARKS ( )HEALTH DEPARTMENT ( )PORT OF SEATTLE ( )BUILDING & LAND DEV. DIV.- SEPA INFORMATION CENTER SCHOOLS /LIBRARIES (•)HIGHLINE SCHOOL DISTRICT- ( )KING COUNTY PUBLIC. LIBRARY: ( )SEATTLE MUNICIPAL REFERENCE LIBRARY ( )SEATTLE SCHOOL DISTRICTS ( ) RENTON SCHOOL DISTRICT UTILITIES ( )PUGET SOUND POWER &LIGHT ( )VAL -VUE SEWER DISTRICT ( )WATER DISTRICT #20 ( )WATER DISTRICT #125 ( )CITY OF RENTON PUBLIC WORKS ( )RAINIER VISTA ( )SKYWAY CITY AGENCIES ( ) RENTON PLANNING DEPARTMENT ( )CITY OF SEA -TAC ( )CITY OF SEATTLE ( )CITY OF BURIEN • ( )TUKWILA PLANNING COMMISSION MEMBERS ( )TUKWILA CITY COUNCIL MEMBERS OTHER LOCAL AGENCIES ( )PUGET SOUND REGIONAL COUNCIL ( )P.S. AIR POLLUTION CONTROL AGENCY ( )SW K.COUNTY CHAMBER OF COMMERCE ( )MUCKLESHOOT INDIAN TRIBE ( )DUWAMISH INDIAN TRIBE ( )DAILY JOURNAL OF COMMERCE ( )VALLEY DAILY:NEWS MEDIA ( }METRO ENVIRONMENTAL PLANNING DIV. OFFICE /INDUSTRIAL 5,000 GSF OR MORE RESIDENTIAL 50 UNITS OR MORE RETAIL 30,000 GSF OR MORE ( ) HIGHLINE TIMES ( )SEATTLE TIMES PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section Applicant Other agencies as necessary (checked off on attached list) Include these -documents: • SEPA Determination (3-part form from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Dlstribution (notice was mailed & sent to newspaper). SHORELINE MAILINGS Notice of Application: Notice of application for a substantial development Permit must be: mailed to owners and to property owners • within 300 feet of subject property, prepare an affidavit of publication, and publish two consecutive weeks with deadline for comments due 30 days after last newspaper publication date. Shoreline Permit: Mail to: (within 8 days of decision; 30-day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General Applicant Indian Tribes Other ,agencies as necessary (checked off on attached list). Include these documents: athoreline Substantial Development Permit (3-part form from Sierra) •ktindings (staff report, if applicable) "Shoreline Application Form (filled out by applicant) Ograwings/Plans of project (site plan, elevations, etc. from PMT's) Site plan, with mean high water mark & improvements Cross-sections of site w/structures & shoreline Grading plan t? • Vicinity map ;PA Determination (3-part form from Sierra) Findings (staff report, usu. with MDNS) AWA Checklist (filled out by applicant) Ndiftly background studies related to impacts on shoreline Notice of Application 4.,Kffidavit of Distribution (notice was mailed & sent to newspaper) ' Affidavit of Publication (notice was published in newspaper). SHORELINE SUBSTA'IAL DEVELOPMENT APPLICATION CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT WINNOW 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3680 1. BRIEFLY DESCRIBE YOUR PROPOSAL: Bridge Rehabilitation of the Duwamish River 2. PROJECT LOCATION: (Give street address or, if vacant, indicate lot(s), block, and sub- division; or tax lot number, access street, and nearest intersection) King County Parcel #042304- 9183 -05. Intersection of S. 102nd Avenue and Duwamish River. Quarter: Section: Township: Range: (This information may be found on your tax statement) • APPLICANT:* Name: Phil Birk, Sabey Corporation Address. 101 Elliott Avenue West, Suite 330, Seattle, WA 98119 hone: (206) 281 -8700 - - Signature: ic1(d.[ Date: 1/13/95 * The applicant is the person whom the staff will contact regarding the application, and to whom all notices and reports shall be sent, unless otherwise stipulated by applicant. AFFIDAVIT OF OWNERSHIP 4. PROPERTY Name: OWNER Address: Phone: I /WE,[signature(s)1 swear that I /we are the owner(s) or contract purchaser(s) of the property involved in this application and that the foregoing statements and answers contained in this application are true and correct to the best of my /our knowledge and belief. Date: 1-1hGE .IVED JAN 1 3 1995 COMMUNITY DEVELOPMENT z. 6 J o. UO W =' J � IL- al O cJ = v` i Z ~: I- o, Z ILI al w w;. CY u. ~O, z:. LLI OH z SHORELINE SUBSTANTIAL DEVELOPMENT APPLICATION Page 2 5. Present use of property: Bridge 6. Total construction cost and fair market value of proposed project (indude additional future developments contemplated but not included in this application): $1000,000 7. List the master program policies (use program sections or page numbers) which are applicable to this development 4), 8. List any other permits for this project from state, federal or local governmental agencies for which you have applied or will apply, including the name of the issuing agency, whether the permit has been applied for (and if so, the date of the application), whether the application was approved or denied and the date of same, and the number of the application or permit: U.S. Coast Guard Bridge Permit City of Tukwila Public Works Permit 9. Nature of the existing shoreline. Describe type of shoreline, such as stream, lake, marsh, flood plain, floodway, delta; type of beach, such as erosion, high bank, low bank, or dike; material such - --as sand,- gravel, -mud, clay, rock; riprap; and-extent and type of-bulkheading, if any (to be completed- by local official): Riverbank. Low bank consisting of riprap and natural vegitation. 10. In the event that any of the proposed builidngs or structures will exceed a height of thirty -five feet above the average grade level, indicate the approximate location of and number of residential units existing and potential, that will have an obstructed view (to be completed by local official): N/A •.i ?::arr'iis3:SS:tiia:':...,,,� . ,p :'.reclali..�xr. uav xa tt. ' z W QQom: JU o0, N 0. NW W_: J N 0. W LL Q. =v W z�. O' z H' 2j V O-. 0 H: W W` Z U LL n. w Z 0— I � z SHORELINE SUBSTANTIAL DEVELOPMENT APPLICATION Page 3 11. If the application involves a Conditional Use or Variance, set forth in full that portion of the Master Program which provides that the proposed use may be a Conditional Use or, in the case of a Variance, from which the variance is being sought (to be completed by local official): N/A 12. Give a brief narrative description of the general nature of the improvements and land use within one thousand (1,000) feet in all directions from the development site: Surface parking, undeveloped property, Boeing Development Center and Boeing Oxbow Buildings (9 -150, 9- 250, 9 -251) iari i:17.1 —7.:: • , . " w:a.d..io:.s.Ji • ADDRESp LABEL REQUIREMENTS CITY OF TUKWI LA 6300 Southcenter Boulevard, Tukwila, WA 98188 DEPARTMENT OF COMMUNITY DEVELOPMENT Telephone: (206) 431 -3680 Notification of persons of certain types of pending applications is required in order to encourage dtizen participation in the land use process. Applicants are required to submit a mailing matrix and one photocopied set of labels which show: 1. The name and address of all owners of property lying within 300 feet of the boundaries of the property for which a permit is sought; and 2. The address of all residents of property within 300 feet of the boundaries of property. Property owner names and addresses can be obtained from the King County Department of Assessments located on the 7th floor of the King County Administration Building, Room 700, 500 Fourth Avenue, Seattle. To compile the information: 1. Obtain the assessor's map(s), which contains your property and all abutting property within 300 feet. (See diagram.) You may use the maps on file in the Assessor's Office or they can be purchased from the King County Department of Public Works Map Counter on the 9th floor of the Administration Building. It is suggested that assessor's maps be ordered several hours in advance of the time you would like to pick them up. 0 0 ST 2. Then, obtain a computer batch order form from the Department of Assessments, list on the batch order form the property tax account numbers shown on the assessor's map(s) and submit the batch order form to the Department of Assessments together with the required fee for a printout of the information. Assistance with the tax account numbers may be obtained through the Assessor's Office or the City of Tukwila Department of Community Development (DCD). King County labels are not acceptable because they cannot be duplicated. Resident names and addresses are researched by the applicant. Kroll maps located in the DCD have buildings and street names and addresses. The information on the mailing matrix may refer to "Resident" or "Tenant ", with the proper mailing address, if the specific name is unknown. 12/14/90 z ice; w. 6 J U; moo; cn w. w = CO w' w o' g J: • • =a w ▪ • _, z� o' . z • w w. (3 . w 0: Ni • H =: • 01-; z MEMORANDUM Public Works Fire Department Police Department Parks and Recreation John Jimerson` January 24, 1995 SUBJECT: Duwamish Bridge Rehab. L95 -0004 E95 -0001 Attached please find revised plans for the above referenced project. Please discard the plans I circulated to you last week and base your comments on these new plans. In addition, a summary letter from Geotechnical Consulting Services has been submitted for your review. If you have any questions, call me at 1663. =4 ii: cc L :ILKbliil Lex) = .�.`.�c�i(b tP. 4/4 ieattia, WA 88124-220? 80ElAl/a December 21, 1994 Sabey Corporation •101 Elliot Avenue W Suite 330 Seattle, Washington 98119 Attention, David Sabcy Gentlemen: This will confirm that The Boeing Company has authorized Sabey Corporation to meet with the City of Tukwila, the U.S. Army Corps of Engineers, and any other governmental authorities having jurisdiction, for the purpose of discussing the building permits and other governmental authorizations which may be required in order to renovate the existing Boeing -owned bridge which crosses the Duwamish Waterway at 102d Street South. This letter may be shown to such governments and governmental agencies as you deem appropriate in this connection. By authorizing these discussions, The Boeing Company does not intend to commit itself to any expenditures or liabilities in connection with any proposed renovations of such bridge. Please contact Gerald Bresslour of Boeing's Law Department on 655 -2405 if you have any questions regarding this letter. Very truly yours, THE BOEING COMPANY ,C,•) By: A. W. Carter 3r. Vice President Facilities c$. Continuous Qu = ity Improvement 20! )5.:2S/0B/122044 RECEIVED CITY OF TUKWILA DEC 1 8 1995 PERMIT CENTER RECEIVED DEC 181995 PUBLIC WORKS .�Z ec 2 f. J U U Ri .0W W =i. J H; U IL W o'i 2 J u- N� H W. _,. . z o: zz w w gym: :0 N' ?ID w W iii Z`; 2 r DESIGN TEAM: ARCHITECTURE: OXBOW BRIDGE RENOVATION 102ND AVE AT DUWAMISH RIVER TUKWILA, WASHINGTON December 13, 1995 SABEY CORPORATION ARCHITECTURE GROUP 101 ELLIOTT AVENUE WEST, SUITE 330 SEATTLE, WA 98109 PHN. (206) 281 -8700 FAX. (206) 282 -9951 ROBERT H. SORENSEN, AIA STRUCTURAL ENGINEERING: CARY KOPCZYNSKI AND COMPANY 155 108TH AVENUE N.E., SUITE 220 BELLEVUE, WA 90004 PHN. (206) 455 -2114 FAX. (206) 455 -2091 CARY KOPCZYNSKI, PE CIVIL ENGINEERING: DAVID EVANS AND ASSOCIATES, INC. 3209 ROCKEFELLER AVENUE EVERETT, WA 98201 PHN. (206) 259 -4099 FAX. (206) 259 -3230 ERROL GARR, PE CONSTRUCTION: i \wp \ox_desgn DAS CONSTRUCTION, INC. 101 ELLIOTT AVENUE WEST, SUITE 330 SEATTLE, WA 98109 PHN. (206) 281 -8700 FAX. (206) 282 -9951 PHIL BIRK, DIRECTOR OF CONSTRUCTION RECEIVED CITY OF TUKWILA DEC 1 8 1995 PERMIT CENTER RECEIVED DEC 181995 s'UBLIC WORKS City of Tukwila Central Permit System - Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Application # -04S Phone: (206) 433-0179 UTILITY PERMIT APPLICATION PROJECT. Site Address: /0 2 //O. 04/tio 9 /v215 11 V L-12--- !NF9:041719N....: Name of Project: /1$1- Property Owner: /,Ae7i/V Cj. Street Address: Engineer: Street Address: R /v6--72. RE-A)ovA-7 o/ki Phone No.: Contractor: Street Address: 46t # 7-779e-- City/State/Zip: Phone No.: City/State/Zip: Phone No.: /-.6 7.0.0 City/State/Zip: King Cty Assessor Acct #: Contractors License #: . ..... gPERMITS Exp. Date: Channelization/Striping/Signing VESTED•::i! 0 Curb Cut/Access/Sidewalk Fire Loop/Hydr. (main to vault) - No.: Sizes: O Flood Zone Control O Hauling O Land Altering cubic yards O Landscape Irrigation O Moving an Oversized Load Est. start/end times: Date: O Sanitary Side Sewer- No.: O Sewer Main Extension Li Private 0 Public o Storm Drainage O Street Use O Water Main Extension OPrivate 0 Public O Water Meter / Exempt: - No.: Sizes' Deduct 0 Water Only 0 O Water Meter / Permanent - No.: O Water Meter / Temporary: - No.: ____ Sizes: Estimated quantity: F-E4Schedule: ther: Go/v/57741-1e - 71,4/ WATE ...... DEP.OSfli .. i;'..RE•FUND./BILLI .... . ... Name: /VA Street Address: Name: Ai/A Street Address: Phone No.: City/State/Zip: Phone No.: City/State/Zip: 1.ccOEIVED CITY OF TUKWILk. DEC 8 1995 0 Water 0 Sewer El Metro 0 Standby 0 Single-Family Residential PERMIT CENTER RFC,,Pitign CD Multiple-Family Dwelling 1:7 Hotel No. of Units: X CommerciaVlndustrial 0 Motel 0 Office El Retail El Manufacturing 0 Hospital El Duplex El Triplex El Warehouse El Apartments O Condominiums D Church Other: DEC 1 8 1995 TUKWILA 0 SchooI/CoIIttCt KS Other: /PGE" E New Building INFORNIATION':::::::4::::: Square :•, :,...:::....:,...:...::. .: . ::.:.:: .. ::..:,::..,......::... Footage: ''.. King County Assessor's valuation of existing structures: El Remodel/ Addition Square footage of original building space: Square footage of additional building space: Valuation of work to be done: $ 1:11ERE13r:CERTIFY THAT" HAV ifl 0 .: I.SitippLic4TIONANP:i.KNOVV::::THE:$AME.70:::13.E;TRUE:Antp.::..coRRE. Applicant/Authorized '' . Agent Signature: / dr" if Contact Person • rint name): A.0/372.--7 iti, ..-2-71).71) o'=:W . kr/ . 3 17 Print Name: /e6S72.7 /I- a■?--&-.71-1=1.71) ,q1 Address: /D/ Z-,-.4--/D77 Date: /2 / 4 5.0 Phone: /-17 60 .&:?=,),-.7.-7 9h// f' Phone: Date,Application Accepted: 1 Date Application Expires: 04/22/92 NOTE: CROSSHATCHED AREAS INDICATES AREAS OF EXCAVATION. APPROXIMATELY 200 C.Y. OF SOIL (SAND /CLAY) WILL BE REMOVED AND EXPORTED TO AN APPROVED SITE. GENERAL NOTES ORENOVATE EXISTING BRIDGE STRUCTURE TO PROVIDE LOW, FLAT PROFILE. CONSTRUCTION TO BE CONCRETE AND STEEL ON EXISTING PILING. ORE —ALIGN ACCESS LANE TO S. 102ND. AVE. SEE BRIDGE ELEVATION DRAWING A2.0, (TAKEN AT FACE OF BRIDGE). NEW BRIDGE STRUCTURE TO REPLACE EXISTING ON EXISTING PILING. N� `.N■ ./ \ 04 eop SABEY 1111' 'I.l :.1,.U1. c"auwn e soeMC OM 13 JANUARY OS So ▪ Who w."r..r.. la inemwew OXBOW/DIIWVAWSH RIVER OLD BRIDGE RENOVATION 11IL 1SIDCE PLAN 6410CE SECTION 1 "= 60'' -O" 0 "2 -0 60 1 0 are ■.aoc A1.0 EXHIBIT B 3 4 1, 6 �n/ 9,5 95---4900y J Uo co :(OW, NO LL g J; Nom' =d h' W M ; Z 0 LIJ 11J oH1 !W W; 11. ;7.: • Z U N Z N.6.11.' O. /929 100 YR. DESIGN FLOOD EL. Co.7; 0 • /4,000 c/a MEAN HIGHER HIGH WATER• EL.4. 85' HIGHEST TIDE EL. 9.0'2' .5' MEAN HIGH WATER EL. 4.24' MEAN 6EA LEVEL EL. O.O' MEAN (HALF) TIDE EL. 0.5' MEAN LOW WATER EL. -. 24' ,MEAN LOW LOW WATER LOWEST T /DE EL. - 10.5'= .5' 01'0" Afio-l& 100 YF, PeACA fi o0W >✓I., 12,1' 912=o' 4 bryr.oI 1, ii It lit . ci, l¢,'fZ r T -� � i I f --ii,—/g2.- 15.'12 G. -14 9L • a„ ICf2' i _� '0 . —II— = fi _ '-_rt= = &ATU4 IN POFM/h.ION _. I &TOM 7aK - Ff$M pit Afi ot� Rnt -ii'I oxi vw Mew NVe ttiomf lit0I rt o 1y'-o. 15' 0° )15''0" 15''0° 19'O" 0 0 C .,0 jj® © O� A® (b.59 16 b0 11.41 1444 2.k.3 29•/34' 9(11'0" I9 0 15 0 W-Op 1514„ 151,0„ G0 0 qQ 0 11 IL 29 4� 2 *,Do 24 i5 OM 22,a3 /5'-0" /3 k 1161&-- rI L CUTe A110N5 EXMMMMt ffi>7G� t�'Ur TO v' 90/101 v EL130t ONCE wmfl' -fJb 0w LOOKING SOUTH SCHEMATIC BRIDGE ELEVATION SCALE 1 "= 30' -0" 0 10 20' 30' 40' 50' 5O' 4 99'- aioo if S4BEY CORPOFtATION ZNILUMAS Ara, • 13 JANUARY 05 • BOEAW OXBOW /DUWAMISH RIVER OLD BRIDGE RENOVATION p•'*k 1 lD SCHEMATIC SIHDGE ELEVATION ru aa0.w".I"5\t CA "WC1, • MOJW 145 431• pw. in SOS attrt3 m FINS ,'"A043 R ou""a KO WA A2.0 EXHIBIT C LOW —LEVEL BRIDGE TO DEVELOPMENT CENTER DEVELOPMENT CENTER PARKING Cf �H�ffiIIHI ,IIR�IH11��IISL'�N�fI4h10 0111 {IlII�C;� I I I 011111IIIlII1111l11H PRIVATE ROAD (S. 102ND. AVE.) \ \ 1 1 1 1 1 I I i I BRIDGE LOCATION PLAN SCALE 1'= 200=070 50 190 150 200 250 400 BOEING ACCESS ROAD OO C0 W caw:: SABEY 11•▪ 2C OATI 14 ▪ eves ea v•waw ens • ow smear en, `•rw w. �•w r.rrr 13 JANUARY 95 BOEAW OXBOW /DUWAWSN RIVER 01.0 BRIDGE RENOVATION pti.rg 11111] BRIDGE LOCATION PLAN ISL d6∎0310 "WWt\M9Ctl 149R• poRt1owlet 4914 pm. r 909 PAam R 645 weNcp VHS •2•5425 A0.1 EXHIBIT A � ss- o0e454 • 13'62'0'i • 34' -0' TOTAL OVERALL 24' -0' PRECAST VEHICLE BARRIER CAST -IN -PLACE CURB ELEMENT PRECAST PLANK DECK w/ ASPHALT TOPPING NEW STEEL .COLLARS PRECAST 5' -0' PEDESTRIAN BARRIER PRECAST VEHICLE BARRIER CAST -IN -PLACE SIDEWALK / CURB ELEMENT EXISTING WOOD PILES LONGITUDINAL STEEL BEAMS SHIM SPACE TRANSVERSE STEEL GIRDERS SCHEMATIC BRIDGE DECK SECTION SCALE 1/4 "= 1' - -0" 0 1 2 5 10 16 U:. V O: • Ws W =I J S■BEY W °` aoRPOMFK N 3 q ounumisemai CO d3 1-W; h:OI' W W1 : 2 mI U:0. COMILINCIS STRUCTURAL ENGINEERS CAR KOPCZYNSKI t CO_ 155 IDSTH. AVE. N.E. 1200 BELIEYU WA 15004 TEL ECDR5 -2144 FMK. EED K55 -209 OVE 13 .IA JARY.95 WN▪ W Ile 011. mot • NB BOE,AW OXBOW/DUWAWBN RIVER OLD BRIDGE RENOVATION PMeo Trte SCHEMATIC SEIDCE DECK SECTION ICEI OCAMIOIATIT CNOOM n on • pKVECr 14,00% 4114 aI.. on BOB MRCp.T RHS MNNONA M A3.0 EXHIBIT D rs----0040/ 5mm Drawing# Vi;J.:.., 35mrn 4 . . (re. • • KEY NOTES: WEST BANK: 1. DISCONNECT :AND' REMOVE OR RELOCATE UTILITIES RUNNING: :ACROSS THE:' ' BRIDGE. • REMOVE WALKWAY ROOF FOR RE- USE•AND.DEMM9EISH BRIDGE DECK PER DEMOLITION DRAWING- D1.1. 2. DISMANTLE. AND REMOVE THE WOOD STAIRS AND WALKWAY PER DEMOLITION DRAWING 01.1; 3. DISCONNECT POWER. AND REMOVE POWER PANELS: • INTERCEPT CONDUITS' .. ' FOR THE PARKING LOT UGHTING, PROVIDE JUNCTION DEVICE:ANDEXTEND•' . CONDUIT AND CONDUCTORS TO NEW LOCATION: RE- INSTALL. POWER PANELS AS REQUIRED. • 4 THE EXISTING STEEL FRAME TOWER IS TO BE DEMOUSHED AND REMOVE FROM. THE SITE. .BOEING WILL DISCONNECT AND REMOVE ALL UTILITIES AND EQUIPMENT FROM THE TOWER. 5. EXCAVATE BERIAED BRIDGE APPROACH AS SHOWN ON THE GRADING PLANS, TAKING CARE TO PROTECT UTILITIES AND ITEMS WHICH ARE TO REMAIN: 6. EXISTING 'GAS METER AND ASSOCIATED DEVICES TO REMAIN. GAS SERVICE IS TO REMAIN ESSENTIALLY UNINTERRUPTED. 7. EXISTING TELEPHONE POLE AND GUY CABLES TO REMAIN. PROTECT FROM DAMAGE AND/OR DISRUPTION • DURING' THE COURSE OF .THE WORK. 8. EXISTING GRAVEL. JOGGING PATH IS TO BE LOWERED AND REBUILT AS REQUIRED TO PASS BENEATH THE NEW BRIDGE STRUCTURE. 9. NEW ROAD. ALIGNMENT (APPROXIMATE), SEE CML DRAWINGS. 10. NEW BRIDGE BULKHEAD AND TERMINATION OF, RAISED BRIDGE DECK. EAST BANK: 11. REMOVE EXISTING CURB AND SIDEWALK AS REQUIRED FOR NEW WORK. FOR NEW. CURB ALIGNMENT AND CONSTRUCTION,' SEE CIVIL DRAWINGS. NEW . PAVING TO MATCH EXISTING AND MAINTAIN EXISTING DRAINAGE PATTERNS. • 12. EXISTING COMMUNICATIONS TERMINAL BOX TO REMAIN. BOEING WILL, REMOVE COMMUNICATION CABLES RUNNING .ACROSS BRIDGE. 13. EXISTING BRIDGE BULKHEAD. NEW BRIDGE. TERMINATION AND EXPANSION JOINT. NEW BRIDGE PAVING TO MATCH EXISTING ELEVATIONS AND SLOPES AT THIS POINT. 14. EXISTING WALKWAY ROOF STRUCTURE TO REMAIN: WAU(WAY ROOF ON NEW BRIDGE TO MATCH UP WITH THIS STRUCTURE AT THIS POINT. 15. EXISTING POWER PANEL FOR LIGHTING ON THE BRIDGE & DEBRIS DEFLECTORS. THIS LIGHTING. MUST REMAIN. RELOCATE PANEL, FEED AND DISTRIBUTION AS REQUIRED TO.MAINTAIN SERVICE. • 16. EXISITNG MONITORING STATION BELONGING TO THE U.S.ARMY CORPS OF ENGINEERS. THIS STATION MUST REMAIN IN OPERATION. COORDINATE WITH NEW WORK: ) ' 17. INSTALL PER STRUCTURAL DRAWINOS 181 .. RE- BUILD :•ROADWAY PER CML DRAWINGS. ;, • • 19. EXTEND EXISTING CHAIN UNk ; FENCE ,TO NEW ' BJDGrGUARD RECEIVED DEC 181995 TUfKWILA •1J jC WORKS SABEY CORPORATION ARCHITECTURE- GROUP CONSULTANTS REVISIONS 14' DECEMBER 95 ISSUE DATE • M dosing* and WAIN mdMid apMeMq horde ee, 4iI 4 • Ino orginw and anpuui✓9d .MM of Ih. Sby Corpnolb r' land IM soma m / nd 6. duplkdM, o..d M drcbrtl .Ahoul M 011.n wrwM of W. Wary Cdporolbn, .. RENOVATION OXIOM CORPORATE PARK mom, WAIMWOTORI DRAWING T6LE: BRIDGE SITE PLAN FILE: CAD\ OXBOW \BRIDGE\DR,.SrfE1 PLOT: • PROJECT NUMBER: 4914 DRAWN Ulf BOB CHECKED BI; RHS APPROVED EYI: DRAWING NUMBER: • ill Ili 111 ill Ijl ljllll -I �� IIf III III Trllll rllIh ICI IjlIjl ili�lll`Ijl I`Ii III Ili l(? '• 2I I I i 31 i i ql`•'- I .1.51 I I 161 OIE: OIZ. BIT' L�J ; ,f)I7 - 'E DIZ DI7. 7I7, IIZ 01E' at All LII OII , uu uulml uuluu mdml llllluu a iluu mlluu uuluu mihul mduu uuhul uuhul uulml uuhul ulduu mild A1.0 L95- O • ,• • • . . , . , • • • . . • ' . • , , • . ": ';'••• : ' • — ---- — ------- --- • • '• 61•ABOVE 100 YR. FLOODY- • • ' • (72"7.s +10'-04..- HIGH WATER ' 13.000' ---------- I '.4114 11111111i 11 1111111 • 0,-0. DATUM , I • 11° • SOUTR,:ELEVATION LOOKING NORTH M Mjj KJ VI VI VC " . SECTION AT MID-SPAN 'LOOKING EAST 13.000' 13.750' ------------------------- - GENERAL NOTES: 0 19.0.52' L-1-6717-67 - -- ---------- MillIEW/IMNIffigiiilY - 8552 19.417' 15.019' : it121111 14' E,-0-1 EN 111191111111111i 0 0 0 ---- -- -- — ----- — --- — 117E1'1! 11 20.146' • 8.500' KEY. NOTES:. • . ., • . . „ 0 (6.•AsovE 100 YR. FLOOD) +1C1'-1.1" „HIGH WATER SECTION AT APPROACH LOOKING EAST CO 0 - --- --- ----------- --- -- 7 --- -------- - - 18.68A ------------- 11°52' ------ 18.323 • 20.146' 19.78 17.911' 17.50' 20 58S.' 21.167%. 20.583' 11111MI 111111111111 yR FLOOD DATUM NORTH ELEVATION LOOKING SOUTH 1.. ELEVATIONS SHOWN ARE TO TOP OF FINISH PAVING AT EGGE OF ROADWAY. '• • 1. REPAIR AND REINSTALL WALKWAY. CANOPY., REINSTALL UGHTING AND CONDUIT; REINSTALL GUTTERS. AND DOWNSPOUTS PER EXISTING CONDITIONS • ; • AND AS DETAILED. • CLEAN, PREP. AND PAINT ALL METAL ' • 2. INSTALL WOODEN GUARDRAILS REMOVED DURING' DEMOLITION, .PER DETAIL. • • • ' REINSTALL STREETLIGHTS 'AND POLES AS DETAILED. . RECONNECT POWER.. . • 4. USING MATERIALS REMOVED. DURING DEMOLITION, CONSTRUCT A NEW PLATFORM FOR MAINTAINING AND SERVICING UTIUT1ES AND MONITORING EQUIPMENT WHICH WAS RETAINED AND/OR MODIFIED DURING DEMOLMON:, PROVIDE GUARDRAILS • .. AND ACCESS FOR PLATFORM As DIRECTED, 5. INSTALL WOOD & STEEL GUARDRAIL REMOVED DURING DEMOLITION, PER DETAIL • • • 6. INSTALL A NEW (REPLACEMENT) NATURAL GAS PIPELINE IN A SAFE AREA • ' • , • LOWER ON THE BRIDGE TRESTLE. PROVIDE NECESSARY SUPPORT AND • PROTECTION AS REQUIRED BY GAS LINE INSTALLER. INSTALL: NEW •. • • • • • • • PERMANENT . GAS PIPELINE AS 'DIRECTED,' ON NEW BRIDGE STRUCTURE •. " • •■••' : EXTEND EXISTING CHAIN LINK .FENCE TO NEW BRIDGE GUARDRAIL. • , -11-rvirrrrifyirppojiir1.111, rj11111(ITIplililr(11,1.1.11.'111,1111111011, 1.1r.! -1 2 • 4 1:* Irr.111111161 laill&grlarliAllarliitgaithAlhIgLIM16111 . . • • RECEIVED DEC 1 8 1995 TUKWILA.' PUBLIC WORKS RECEIVED crryoFruKwit.A DEC 1 8 1995 PERMIT CENTER • CORPORATCN: ‘,1 • 1.1 ARCA 11,F CROUP CONSULTANTS •UE DATE 14'DECEMBEk ISS ' NO drawings and written Material appaa;InP Immki camtlarta the angina and unputilishod mirk al tloo..Sobey Corporation ' , and Um same may not to **ON; mid of (adosorl tritiatit ths oration camel of tit* Saboy Corporation. .' • more mow RENOVATION • • OXBOW CORPORATE PARK TIKWIArTMEMNOTON .,• •: • DRAWING TITLE: NEW BRIDGE., ELEVATIONS FILE: CAD \ OXBOW\ BRIDGE\ Eift_NEW1 PLOT: • PROJECT NUMBER: 4914 DRAWN BY: • BOB CHECKED BY: RHS APPROVED BY: (8' ABOVE 1 DO YR;: FLOOD) ' t ' +14' -9" >- (6.' ABOVE' 100 'YR. FLOOD) 4-10'-0" HIGH HIGH.WATER NORT:H�, ELEVAT10 .NORTH, DEMOLITION NOTES: GENERAL NOTES: A. B. C. DEMOLITION SHALL TAKE; PLACE IN A NON- DESTRUCTIVE MANNER. AU. REMOVED MATERIALS ARE TO BE SALVAGED FOR RE -USE TO THE GREATEST EXTENT POSSIBLE, REUSABLE MATERIALS ARE TO BE MARKED AND STORED AS DIRECTED. UNUSABLE MATERIALS ARE TO BE DISPOSED OF OFF -SITE. ALL DEBRIS ARE TO BE COLLECTED AND DISPOSED OF AS DIRECTED. NO MATERIALS ARE TO BE ALLOWED TO FALL INTO THE RIVER OR PROTECTED RIVERBANK AREAS. PROVIDE NETS, TARPAUUNS OR OTHER DEVICES AS MAY •. BE REQUIRED TO PREVENT ANY ENVIRONMENTAL CONTAMINATION. COORDINATE WITH BOEING FACIUTIES ENGINEERS FOR REMOVAL AND /OR RELOCATION OF BOEING UTIUTIES (IE. PHONES, PARKING LOT, LIGHTING CONTROL, ETC.) BEFORE PROCEEDING WITH ANY DEMOLMON: KEY NOTES: 1. • DISMANTLE AND REMOVE WALKWAY CANOPY. REMOVE LIGHTING AND • CONDUIT; REMOVE GUTTERS AND DOWNSPOUTS; CUT. STEEL ROOF DECK AT' BENTS AND DISASSEMBLE CANOPY. IN SECTIONS, SALVAGING FOR RE -USE ON NEW BRIDGE. NARK•AND STORE CANOPY SECTIONS AS DIRECTED. 2. DISCONNECT POWER AND REMOVE STREETLIGHTS AND POLES. MARK AND AS DIRECTED. REMOVE ALL ELECTRICAL CONDUITS: 3. REMOVE TIMBER DIVIDER AND BLOCKING.'.' 4.. PROVIDE CONTAINMENT BARRICADES AT ;THE GUARDRAILS PRIOR TO ANY' . FURTHER DEMOLMON. 5, REMOVE EXISTING ASPHALT PAVING FROM WOOD PLANK DECKING, INCLUDING .. METAL EXPANSION "JOINTS. 6, INSTALL A NEW (REPLACEMENT) NATURAL GAS PIPELINE IN A SAFE AREA '. LOWER ON THE BRIDGE TRESTLE. PROVIDE NECESSARY SUPPORT AND PROTECTION AS REQUIRED BY GAS LINE INSTALLER. REMOVE EXISTING PIPEUNE AND DISPOSE OF AS DIRECTED. 7. REMOVE DATA CABLE. CONDUITS FROM JUNCTION BOX ON EAST. END OF :. BRIDGE TO POINT WHERE CONDUITS. GO' UNDERGROUND ON WEST END. PROVIDE' CAPS FOR OPENINGS AT JUNCTION BOX AND CAP CONDUITS ,LEFT;:'. UNDERGROUND. ALL WORK CONCERNING THESE CONDUITS IS, TO :BE : -, :•COORDINATED: WITH AND DIRECTED BY. BOEING FACILITIES ENGINEERS''• ? :., RETURN- CONDUIT 'TO BOEING OR DISPOSE OF! AS ,DIRECTED..•:IF'. NG NOT BEEN REMOVED . FROM CONDUITS, CONTACT BOEING FACILITIES' .E _GNE • ,•• BEFORE • PROCEEDING .WITH ANY DEMOLMON:'- . UN -BOLT AND REMOVE GUARDRAILS FROM:. CENTER SPAN OF BRIDGE DECK. • .S CAREFULLY REMOVE. DECK PLANKS FROM CENTER SPAN, SALVAGING ' MATERIAL FOR RE= USE :. • SEE NOTE 'B:. ABOVE. O. UN -BOLT AND REMOVE CENTER SPAN GLU -LAM BEAMS AS DIRECTED. CAREFULLY REMOVEMECK PLANKS, GIRDERS„ BEAMS AND PLATES, WORKING .,BAC(C DOWN APPROACH'RAMPS. • SALVAGE MATERIALS FOR RE -USE. PROVIDE ANY NECESSARY, TEMPORARY SHORING' AND/OR STAGING. REMOVED MATERIALS MAY BE.USED FOR SCAFFOLDING OR CATWALKS FOR FUTURE STAGES OF THE•DEMOUTION. .SEE NOTE ABOVE, 12.y.REMOVE.BRACINGS'AS DIRECTED AND CUT OFF TIMBER. PILES AT THE HEIGHT },; }tAND ANGLE REQUIRED :FOR INSTALLATION .OF. NEW PILE: CAPS., SEE NOTE '6' ABOVE.: • •'Ti: , 13:' DISCONNECT POWER-AND REMOVE POWER PANELS, . . INTERCEPT CONDUITS %. FOR THE PARKING' LOT LIGHTING, PROVIDE JUNCTION DEVICE AND EXTEND CONDUIT AND CONDUCTORS TO NEW LOCATION, ,RE- INSTALL POWER PANELS AS REQUIRED. 4. r'bISMANTLE AND'RDIOVE:THE WOOD STAIRS AND WALKWAY. 15. >:DISCONNECT. POWER ;A,ND' REMOVE . EXISTING PARKING LOT UGHTING POLE." ;?.,9ALVAGE POLE-AND- UGHTING FOR'RE- INSTALLATION: ` :';'EXISTING' GAS METER. AND, ASSOCIATED DEVICES TO REMAIN.' GAS' SERVICE. '. ISAD.REMAIfS',MENTTALLY UNINTERRUPTED REFERENCE; NOTE N6 ABOVE. ' ::EXISTING TELEPI$ONEpOLE.AND..GUY CABLES TO,REIAAIN.;'PROTECT FROM DAMAGE AND //R'rPISRUPTION DURING THE COURSE •0F, THE: WORK:,•.' 18. EXISTING CATWALK STRUCTURE TO BE REMOVED:',: SEE NOTES ON DRAWING A1.1. 19. EXISTING POWER PANEL FOR LIGHTING.ON THE BRIDGE A: DEBRIS DEFLECTORS. THIS LIGHTING • MUST REMAIN. RELOCATE , PANEL; `,FEED AND DISTRIBUTION AS REQUIRED TO MAINTAIN SERVICE. .20. EXISTING MONITORING STATION BELONGING TO THE'.. S:ARMY CORPS OF ENGINEERS. THIS STATION MUST REMAIN IN OPERATION. COORDINATE WITH 77. 21, EXISTING JOGGING•PATH TO BE LOWERED MD, REBUILT 'AS REQUIRED TO• PASS BENEATH THE NEW, LOWER BRIDGE :STRUCTURE. RECEIVED DEC .191995 TUKWILA .UREIC WORKS . CORFORATI ARCHITECTURE GROUP CONSULTANTS REVISIONS 14 DECEMBER 95 ISSUE DATE he drawings and written material animating heroin oon.tituto the origf,a ona unpublished wort of the Caney Corporation and the game may not M aup1i ot.d, um/ or aialawa without the written consent o(•a. Sabot Co.ponUo.. . . WOO Y ®R'I HENOVL1 TIO OXBOW CORPORATE PARK TIKMEM WAS111w10TOA1' . • DRAWING TITLE: ' DEMOLITION PLAN FILE: CAD\ OXBOW\ BRIDGE\BR_DEM02 PLOT: • PROJECT NUMBER: 4914 .' DRAWN BY: 2 BOB. CHECKED BY:. 'RHS. .APPROVED BY: . , DRAWING NUMBER: lji Ili il I�II 1 III III Ili I�I III III ICI III III III I�I 1111ii III I�h III IjI'Ij III III 11' I i 2i I sl I I ti:..1 I .!.5I 1 161 ` I Oif; 6iZ .8I?: Ltl , f)iE gig VlZ DIZ ZIZ I Z OIT,' 6I 8l1 L I 8II 1111 uulmi mdmi iiuhuiluulmi miluu uuhmllmlml luilmi uuluu uuhm uuluu uulmi iiihm iiiihm mdm 95'-0001-1 NORTH 50 .103 •200 t10f0AVN S jv SCRIBED '7l IN TOP EAST END OF 2' HIGH CONCRETE 41tf� WALL M1TH SIGN FOR BOEING DEVELOPMENTAL CENTER EL - 20.29 OXBOW 8R113c oxeow PARICNG Lar 1 II II'' I I 11 I�iil DUWAMISH RIVER 9 SHEET INDEX 01 OVERALL PLAN NOTES AND DETAILS C2 HORIZONTAL CONTROL STRIPING PLAN C3 GRADING, PAVING and DRAINAGE PLAN C4 GRADING, PAVING and DRAINAGE PLAN C5 PROFILES and DETAILS . GENERAL NOTES 1. ALL %CAW AND MATERIALS SIAIL BE IN ACCORDANCE 1MTH THE CITY OF .TUKYALA ANO THE STANDARD SPEORCATIONS OF MOT 1994 STANDARD SPEOFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. • • 2.. AU. S1EWORK SHALL CONFORM TO THE.RECOMMENDATNINS MO SPECIFICAI0NS I11•1HE REPORT .'PAVEMENT DESIGN REONMENDATIONS FOR THE SOUTH 102nd STREET ACCESS ROM REALIGNMENT. • S=AM, we BY CEO ENGINEERS DAZED MARCH 10. 1995 MO 'EVAWA110N OF. EXISTING TIMBER ' • PILE FOUNDATION FOR THE OXBOW, BRIDGE. SOUTH 102nd STREET, SEMITE, WA• BY GEO'ENGINEERS, . DATED JULY 20. 1995. • • • 3. STORM PIPE SHALL BE CORRUGATED GALVANIZED STEEL PPE MTh 2'2/3.K 1/2' CORRUGATIONS . AND SHALL MEET THE REQUIREMENTS CF AASITO DESIGNATION M -36, TYPE 1 MD TYPE 2. PIPE SHALL HAVE ASPHALT TREATMENT NO. 1 CR BETTER. . 4. CATCH BASKS SHALL BE TYPE I AS NOTED CH PUNS. 111 I�I 1�I 111 1�I 111 Ipill' ijl III I�I III I�I III 111 111 111 11I I�f 1111 III .1 1111r I�.� 12I I 13I I 4:: 1.I 1 15 CIE: FPIZ..BIZ' L17, _OIZ 91i. I'IZ I 7.IZ IIZ OIZ n0II \ 8l1 LIT, 9IL 101 mihm iiiduu uulmi uuhul mdmi mihmlimhm uulmi uuluu mduu uuluu uulmi mdiiii uuluu mdm 3' CLASS 'B' ASPHALT CONCRETE 6' CRUSHED ROCK BASE COURSE FILL SECTION • CUT SECTION ILwL•. 1, ��:'Pnr: r np:T� �,; . a�. �A: ,r +:.: : <.L ly.. ; :,;: .�t•� i4•...� j... tp••'o_' • 12' CLEAN STRUCTURAL RLL; SUBBASE SELECT IMPORT EXISTING PAVEMENT / `\ GEOTEXILE FABRIC 'SCARIFY EASING ASPHALT CONCRETE PAVEMENT RECOMPACT 12' CLEAN STRUCTURAL FILL SUBBASE GEOTEXIIIE FABRIC PA VENEM SECTION - ROAD 'A' HEAVY PAVEMENT'SECDON NO SCALE TACK COAT AT FEATHER PONT, 2' CUSS 'B' ASPHALT CONCRETE PAVEMENT . 3' CUSS 'B' ASPHALT CONCRETE PAVEMENT 6' CRUSHED ROCK BASE COURSE. 12' CLEAN STRUCTURAL FILL SUBBASE EXIST PAVEMENT • I.=1I. =1:II II11= 1; =11 =II 1= 11= 11..=E=11 =11 ;11 11 =11 ALSO SEE PAVEMENT SECTION FOR ROM A. GEOTEXIILE FABRIC U9_c. V IG® DEC 181995 Uvl„ RECEIVED CITY OF TUKWILA DEC 1 8 1995 PERMITCENTER'' __,MMIRET' I� NO SCALE igP i$41 iffi! I" I , Ill' � I.I II II'' I I 11 I�iil DUWAMISH RIVER 9 SHEET INDEX 01 OVERALL PLAN NOTES AND DETAILS C2 HORIZONTAL CONTROL STRIPING PLAN C3 GRADING, PAVING and DRAINAGE PLAN C4 GRADING, PAVING and DRAINAGE PLAN C5 PROFILES and DETAILS . GENERAL NOTES 1. ALL %CAW AND MATERIALS SIAIL BE IN ACCORDANCE 1MTH THE CITY OF .TUKYALA ANO THE STANDARD SPEORCATIONS OF MOT 1994 STANDARD SPEOFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. • • 2.. AU. S1EWORK SHALL CONFORM TO THE.RECOMMENDATNINS MO SPECIFICAI0NS I11•1HE REPORT .'PAVEMENT DESIGN REONMENDATIONS FOR THE SOUTH 102nd STREET ACCESS ROM REALIGNMENT. • S=AM, we BY CEO ENGINEERS DAZED MARCH 10. 1995 MO 'EVAWA110N OF. EXISTING TIMBER ' • PILE FOUNDATION FOR THE OXBOW, BRIDGE. SOUTH 102nd STREET, SEMITE, WA• BY GEO'ENGINEERS, . DATED JULY 20. 1995. • • • 3. STORM PIPE SHALL BE CORRUGATED GALVANIZED STEEL PPE MTh 2'2/3.K 1/2' CORRUGATIONS . AND SHALL MEET THE REQUIREMENTS CF AASITO DESIGNATION M -36, TYPE 1 MD TYPE 2. PIPE SHALL HAVE ASPHALT TREATMENT NO. 1 CR BETTER. . 4. CATCH BASKS SHALL BE TYPE I AS NOTED CH PUNS. 111 I�I 1�I 111 1�I 111 Ipill' ijl III I�I III I�I III 111 111 111 11I I�f 1111 III .1 1111r I�.� 12I I 13I I 4:: 1.I 1 15 CIE: FPIZ..BIZ' L17, _OIZ 91i. I'IZ I 7.IZ IIZ OIZ n0II \ 8l1 LIT, 9IL 101 mihm iiiduu uulmi uuhul mdmi mihmlimhm uulmi uuluu mduu uuluu uulmi mdiiii uuluu mdm 3' CLASS 'B' ASPHALT CONCRETE 6' CRUSHED ROCK BASE COURSE FILL SECTION • CUT SECTION ILwL•. 1, ��:'Pnr: r np:T� �,; . a�. �A: ,r +:.: : <.L ly.. ; :,;: .�t•� i4•...� j... tp••'o_' • 12' CLEAN STRUCTURAL RLL; SUBBASE SELECT IMPORT EXISTING PAVEMENT / `\ GEOTEXILE FABRIC 'SCARIFY EASING ASPHALT CONCRETE PAVEMENT RECOMPACT 12' CLEAN STRUCTURAL FILL SUBBASE GEOTEXIIIE FABRIC PA VENEM SECTION - ROAD 'A' HEAVY PAVEMENT'SECDON NO SCALE TACK COAT AT FEATHER PONT, 2' CUSS 'B' ASPHALT CONCRETE PAVEMENT . 3' CUSS 'B' ASPHALT CONCRETE PAVEMENT 6' CRUSHED ROCK BASE COURSE. 12' CLEAN STRUCTURAL FILL SUBBASE EXIST PAVEMENT • I.=1I. =1:II II11= 1; =11 =II 1= 11= 11..=E=11 =11 ;11 11 =11 ALSO SEE PAVEMENT SECTION FOR ROM A. GEOTEXIILE FABRIC U9_c. V IG® DEC 181995 Uvl„ RECEIVED CITY OF TUKWILA DEC 1 8 1995 PERMITCENTER'' __,MMIRET' I� NO SCALE igP i$41 iffi! NORTH NORTH 0 10 20 40 PAINT ALL NEW PARKING ISLANDS WITH 4' DE WHITE SCUD CTRIPF INTERIOR OF ISLAND SHALL BE POINTED MITH 4' NIDE WHITE SOLID STRIPE AT DEGREE ANGLE 1O-PARKING-5T Att-ANt STRIPE SHALL BE 2' ON CENTER. 8 +44.61- END BRIDGE ROADWAY CENTERLINE KINC STALL AK- T C5+ 2R 0+00- BEGIN ROAD CONSTRUCTICN CENTERLINE AT EXIST C/L MONUMENT, • EXIST FOG. UNE 2'R Or N 48' 13' 27' E 135.42 8 } ( EXIST FOG LINE Tr- PAINTOUT EXIST PARKING STILLS 81111 BLACK PAINT (TYPICAL). PAINTOUT 3 EXIST PARKING STALLS 111111 BLACK PAINT FOR DRIVEWAY. NEW 4' WIDE YELLOW (BROKEN) CENTERUNE STRIPE STA 0+00 TO STA 8 +44 C/L CURVE DATA : D =43'15'01' R =200.00 L =150.97 LC - N 69'50' 58' E S$II 15 147.41 2 pi PAINT(T(TYP CqL). LL 20 R \ \� \\ \ \\ \ \ \ \\ TYKONG STALLS PAINTOUT 4 EXiST PARKING STA PICAL). � 16" � 12;R PNNTOUT EXIST P WITH BLACK PAINT EOP 1 DUWAMISH RIVER I NOTE REMOVE CURB STOPS WITHIN WORK AREA AND STOCKPIPE FOR POSSIBLE LATER USE. NEW 4' WIOE 'MITE SOUD FOG UNE. STA 1 +25 TO STA 8 +44 PRUNE UCTII.RE 301.00 RIDG N 35. 49, 45' E 9 BRIDGE ROAD A'( CESTERUNE cA CURVE DATA 0A - 55' 38'•44" R -185.00 L - 179.87 LC -N BY 39' 07'E 172.69 NEW STOP SIGN NEW CROSSWALK SEE DETAIL LOCATION ON SHEET C5. GAO CAD VALVE EDP AND METER \ \ \ \ 0 \ \\ \ \ EDGE OF WATER 21. 1995 2:00 PM \ \ \ \ \\ \ �c\ C/L CURVE DATA 0 8,42r 35 05' R - 200.00 . L -96.29 LC- N.28'01' 30' W 95.3 NEW 4. HIDE YELLOW (BROKEN) CENK1ERUNE STRIPE. ST 0 +00 TO STA 1 +25 5 +43.61 -BEGIN BRIDGE ROADWAY CENTERLINE \ . NEW 4' WIDE WHITE SOLID FOG UNE. STA 1 +2510 -STA- + 0 EOP DEC 1 81995 PUBLIC WORKS RECEIVED CITY OFTUKWILA DEC 1 8.1995 PERMIT CENTER. • i I IIIIIIII1IIIIIIIIiII 1I!III!I'Illll' I'I'I 111111111111111,d !1.I1II III!I'Ill 1111 IIIIIIII� 1( 2 .' 5 5 • 01: (I(7, .NIZ' Lj7, UIS ST 1'I7, EIE 7.I8 1I1 OI7.' (ill 8I1 LI1 91 1111 IIIIh1111111h111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIh111 IIIIh111 IIIIh111111111111 Ilulllll Ilidllll Ilulllll IIIIIIIII Illllllu IIIIIIII I 0 WI I 14 • 0+00. BEGIN ROAD CONSTRUCTION UNE A MST C L MONUMEN t a 102ND AVENUE . Ar .0. EXIST STOP SIGN • . EXIST ST • SIGN - - c _ 2 c CL/P�_ 10• IE010.59 � i %`' >• alai 44/A46)z `� 1 11 SEE SHEET C5 FOR ROAD \ 1 GEOMETRY SECTION.._S SHEET 1 FOR fAVEMENT SECTIONS 1 ID-11.10 + - CONTRACTOR TO 1 APPROX. UNITS OF NEW ASPHALT PAVEMENT E.+ -13. PAVATCH 1E T1 ;EXIS EMENT. 0 10 20 SAWCUT EX. PAVEMENT AND REMOVE EX. PAVEMENT UNDER SLOPE. POWER POLE AND BOX TO BE REMOVED OR RELOCATED AS REWIRED. NEW CONCRETE SIDEWALK \ 1 BEON AT STA 4 +38 TO BRIDGE. + 1. SEE DETAILS ON SHEET C5. \ 7\ Iv � �l� \1 \\ \\ EXISTING BRIDGE PILE (TYP) 40 aistegoositt J `�r'�t1.1i�i . �•c• °lOfdtl.t...}r ••t .1 '.. . � ���0 \ orsiL 10 CONC APRON WITH 2 AC OVERLAY. SEE STRUCTURAL ORA'MNGS FOR DETAILS. SEE C4 FOR AN ENLARGEMENT OF JOGGING PATH AREA. XIST. POWER POLE VERIFY CUT AROUND POLE FOR STABIUTY OXBOW. PARKING LOT NEW ROAD AUGNMENT. SEE HORIZONTAL CONTROL ON SHEET C2 AND PAVEMENT SECTIONS OF SHEET C1. BOLLARD` -STA 5 +42 10.75' RT `'GRATE =16.50 /� - - -�- IEa \6.00 10' CMP REMOVE ALL EXIST STRUCTURES FR WOOD STEPS. RAILS, CURBS GUARDR NES-ETC.) WOODEN RAIL ALONG STEP5_511g ALONG_WALK. THE EXIST GUARD RA 2' BACK OF SHOULDER. STA 4450 T SEE ARCH DRAWINGS FOR DETAILS- NEW REA. pHDNFAND-E ANO-E( x--12`` USEOiOR. NEW HANDRAIL L SHALL BE REINSTALLED BRIDGE. UNDING- HANORAIL O I I III 11 '1 ■ 1 ` 1 .L�EIVED oEC 1.81995 I UKWILA eUBLIC WORKS III I1I I1I I1I I1I I�I I�1 I�I I1I I1I I1I I1I lII I1I ICI III I I IIT11117111,1,111%1 l I I I Tli: I'I 12I I I 13I I I I4I:.r� Olt: Ell IT LIE, 91. i'I7 t'17, fag. 7.1Z lig 07.' OIT SDI Li fll . mi uuluu uulmi mihm mihm uulmi mihui uuluu 611 uuhm uulmi iudmi uulmi uuhm mduu i EOP \V EDGE OF WATER NOV. 21, 1995 2:00 PM • RECEIVED CITYOFTUKWILA DEC 1 8 1995 .PERMITCENTER 1 1Z e'. 1 I4-4%!'% •-• .t" „ err, it;'',.'''ArCVIP-.:■■;145..,;::.1■1;1; kt. Irr-rriTtV';'1i,NerV.VV.iiV;'',4"6".;•* •`.^.••••• CONCRETE W •. % - • 11 OVERHANG OF- COVERED, WALKWAY • . \ 1 . 1. 1 1 1 I • • %% 1 • ,- EDGE OF WATER - NOV. 4:3 7.& 1995- %. . ‘,1 • • • • % I 1 WOOD IMNG WALL 1 1 V. 1 I • - , , • BEN NW RI( ' SCRIB X IN TOP EAST : END OF‘ 2'. NI CONCRETE, BOEING MENTAL CENTER ' INSTALL 2' THICK BLANKET HEAVY LOOSE RIP-RAP, PER WOOT,S1D. SPEC 8-15 MAD 9-13.1(1). RIP-RAP.SHALL BE 6x24 INCHES MIN IN LEAST DIMENSIONAND 12x24 INCHES, AVERAGE IN LEAST DIMENSION. . „ 134 CONSTRUCT NEW CURB, SIDEWALK wAND GURB RAMP , . • • . COtiSTRUCT 4 um TRENCH THROUGH CURB FOR DRAINAGE COVER WITH STEEL PLATE, (REPLACE IN KIND EXIST TRENCH ACROSS SIDEWALK AND STEEL, PLATErt COVER). EXISTING BRIDGE PILE (TYP) 1 MATCH EXIST PAVEMENT 11TH BRIDGE PAVEMENT OVERLAY EL-17.8311- 4" PVC PERF PIPE SURROUNDED BY, DRAIN ROCK. SLOPE TO DAYUGHT. SEE JOGGING PATH SECTION ON SHEET CS. NO PARKING SIGN •, A AA \ \\ \ \\.. \ A \ \ A A 1 \ A \ k AA \ \\A• \ A A As A , 1 \\ , A A \ \ \ \ \ .\ A \ A A A A A A \ A A Al V A A \ A A A` A A A A ,A •A \ ' A• • • . A \ A A A A.: . \ \ \\ , • \ - .‘ A , • A ' A • ., ,\ \ A , • A • A A A A' 1 ; A 1. , . A.\ VAI \ A, 0A v .1•A• ' 01 A, , • , v \ LI\ 1, A \ v \• 1 \ 27.:CEIVED , DEC 1 8 1995 noc WORKS JOGGING PATH ENLARGEMENT • RECEIVED CITY OF TUKWILA DEC .1 8l99S • • . . • 14PINIITCENTER • 1111.11.111 IT' itki11111111111111',;11,1!:,11iIIIIIIIIIIIIIIIIiIIT I 2 I DIE ' LIE. ..DE DE VIE Et' 7.17, lig OK' 61 911 LL 96 1 S.,.4111.111:2- f_ 30 PH STA . 4+00 LOW POINT MEV . 1217 .0W POINT S A . 1 +50.0 PV1 STA • 1 +50 . PM ELEV . 12.05 ' A.D.. 1.55 ' •14— 50.00 VC —i 10 1+0 20 10 0 -0,912 2 FINISH 3+ GRADE 00 rv1 ALLY • 1.3.44 A.D. 3.11. K • 3210 ., - 100.00' VC • E10ST �BRID 3 DECK PM:STA -5+00 P. M D - 17.35- A.0• - - 028. .K • 70.99'. .g 4+00 • 5 +00 5+00 ROAD 'A' PROFILE SCALE. 1• -30' HORZ 1•■5' .VEIT PM STA . 1 +00 PM ELEV . 1238' A.D. • 0.88 1C TYP 4• BADE WHITE PAINT STRIPES. (TYPICAL) STANDARD PAFKING3 STALL • • 21§ W PAM DEAL NO SCALE 18 12 SLOPE 4:1 BEVEL CMP END TO 1181C1 AC SLOPE IE -11,10 MATCH NEW PIPE TO EXIST AC ELEVATION 11 if f0' pup $.0.59 -J MOH GRADE � - - - -- -lam O 1 1 se tP EXIST le UP � �� L_5•- E. +/ -10.10 OOST 10' OUTLET 1 .*****. i $ 1 1 STING GRADE -1 SLOPE 1:1 MAX HEIGHT 21' RIP -RAP SLOPE PROTECTOR C0/1 I'VE 1 GLATE.1211 • .E -10.74 10' NEW E.10.74 10' EXIST U E PAOFLE SCALE 1'.20' HORZ 1'•2' VERT tY PA15 4• PVC PERE PIPE SURROUNDED BY CLEAN DRAIN ROCK. PPE TO 0Ari)GT. SLOPE 2:1 TO BRIDGE BULKHEAD 4' COMPACTED CINDER JOGGING TRAIL 4• COMPACTED GRAVEL BORROW JOGGING PATH SECTION_ NO SCALE MAX SLOPE 5.00X SLOPE TO HEFT EXIST AC PAVEMENT (801H SI0E5) ah • ASPHAI.T CONCRETE AVEYENT HANDRAIL -SEE ARCH DRAXIN0S " FOR DETAILS. • VARIABLE VARIABLE 1' RADIUS PROVIDE TACK COAT AT JONT� 11115 EXIST AC PAVEMENT CR03s-8Ec I ON 6' RAMP NO SCALE I� I I: =: I I: =: I I: =I : I I. =:1 PAVEMENT AT FACE OF CURB FACE OF CURB A�CURB FACE DEAL • NO SCALE III I�I 111 1�1 111 111 1�1 I�I I11 III 111 111 111 1�1 III 1�I 111 I�I ITI I�I III 111 111 1 11 I I l i I' 12I III 3I I I I ��:' I I I 5 0l OZ .HIZ` LI7,_OZ SIZ 10 11 7.IZ 11 OI7.' 61 HI1 1.1 9I1 ' 1111 md1111 mduii iudmiluulmi�mdmi miluulimhiii iudmi mdmi imluu mihm 1111111111111hm 111111111 md11i h• EIVED DEC 181995 TUKWILA PUBLIC WORKS crJY rvo ErirKw11A DEC 1 8 1995 PERMITCENTEH 1 50. ' VC 1 a , FINISH JRADE el EXIST GRADE 0 +00 1 0 ROAM 'B' SCALE: 1'. 1'•5 ' HORZ VERY VE 1C TYP 4• BADE WHITE PAINT STRIPES. (TYPICAL) STANDARD PAFKING3 STALL • • 21§ W PAM DEAL NO SCALE 18 12 SLOPE 4:1 BEVEL CMP END TO 1181C1 AC SLOPE IE -11,10 MATCH NEW PIPE TO EXIST AC ELEVATION 11 if f0' pup $.0.59 -J MOH GRADE � - - - -- -lam O 1 1 se tP EXIST le UP � �� L_5•- E. +/ -10.10 OOST 10' OUTLET 1 .*****. i $ 1 1 STING GRADE -1 SLOPE 1:1 MAX HEIGHT 21' RIP -RAP SLOPE PROTECTOR C0/1 I'VE 1 GLATE.1211 • .E -10.74 10' NEW E.10.74 10' EXIST U E PAOFLE SCALE 1'.20' HORZ 1'•2' VERT tY PA15 4• PVC PERE PIPE SURROUNDED BY CLEAN DRAIN ROCK. PPE TO 0Ari)GT. SLOPE 2:1 TO BRIDGE BULKHEAD 4' COMPACTED CINDER JOGGING TRAIL 4• COMPACTED GRAVEL BORROW JOGGING PATH SECTION_ NO SCALE MAX SLOPE 5.00X SLOPE TO HEFT EXIST AC PAVEMENT (801H SI0E5) ah • ASPHAI.T CONCRETE AVEYENT HANDRAIL -SEE ARCH DRAXIN0S " FOR DETAILS. • VARIABLE VARIABLE 1' RADIUS PROVIDE TACK COAT AT JONT� 11115 EXIST AC PAVEMENT CR03s-8Ec I ON 6' RAMP NO SCALE I� I I: =: I I: =: I I: =I : I I. =:1 PAVEMENT AT FACE OF CURB FACE OF CURB A�CURB FACE DEAL • NO SCALE III I�I 111 1�1 111 111 1�1 I�I I11 III 111 111 111 1�1 III 1�I 111 I�I ITI I�I III 111 111 1 11 I I l i I' 12I III 3I I I I ��:' I I I 5 0l OZ .HIZ` LI7,_OZ SIZ 10 11 7.IZ 11 OI7.' 61 HI1 1.1 9I1 ' 1111 md1111 mduii iudmiluulmi�mdmi miluulimhiii iudmi mdmi imluu mihm 1111111111111hm 111111111 md11i h• EIVED DEC 181995 TUKWILA PUBLIC WORKS crJY rvo ErirKw11A DEC 1 8 1995 PERMITCENTEH 1 - ..'; -• • •.• CONGRIITII •, •••• .- -' •••••., ' . ,.• .... , . • ,i.... . , .. . _ :.,.. . . • '::::•.-",, ..', .: . ...• . - • , , . ‘..i.......... ....-., .: THE lett T-IDITICHOP THE AMATO 'STANDARD ',81.EaRCAINPUIR.• 141.211.4AY EMP2155','1C ne 1934 EDMCN or iNE . -1.1146011111 BUILD/Pe CCM, AS ADOPED'AMO AMENDED ey•ne CITY OP ' clIthlILLA SMALL GOVER4 DORN IC CONSTRUCTION. . : • . - . . . . ... • STANDARDS. REFERIE4a TO A13111 RV OTHER STANDAS RD' • . ' •. • ••• IMile,11, THE LATEST EDITION IN MCI ON-TIE BO DATE • •';•-'•• OR DATE OF CHEINCONTRACTORAMEEMINT INLESS NO ED IN . • •,:''-', TIME Dominus on oeetaNATED BY THE GOVERN*. cool. ' .. • •• : • :...,',•alsomaimiodi.; RECCIIIENDATIONS IN EvAIJIATION Of EXISTORTIFISER :. - PLR FONDATICII FOR NE 02E444 BROW / SOUTH 102nol 611/111ET/ • • .. : :;pi WAINNIITON' By GEO DEINVER, DATED JANUARY 20, RR& • . GEOTECINICAL RELATED CCNSTAILICTION nEounEMENTS APO. . • '.:[•-::' TLENCLCONUDTRACTADDItall6OR 614AL.rervecaUtir) "114161)11DCOS1641:" CrT FOR7 12-UCTIMR:, :. • . .. • .. . , . • ,, • : • , . .., .. llar•Pgagt..• REFER TO THE SPECIFICATIONS FOR lifORMATION :14 ADDITION TO nee NO70 kV THE STRUCTURAL DRAMN06. . ' , • ARK6ITECTURAL. RIPER TO TIE ARCHITECTURAL DRAWINGS FOR ' , '' ' '' 11.1vATIONS, STAIRS, SLOPES, CURS& DRAMA DEPRESSIONS, , . • , SPECIFICATIONS, NOTES CR TIES ROT, REFERENCE . • . STROARDS,GOANNING CODE OR AM' omen INVIIMATICtIPIIRTININT • TO 114 PROJECT METIER WRITTEN OR vVIIIIAL, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DISCREPANCIES SHALL BE BROUGHT • TO DE ATTENTION GP TIE ENSNEER IDEFORE PITIOCEEDNG WITI4 THE WORK,. .• :e1 vERFICATION. THE CONTRACTOR SNAIL VERIFY ALL DIMENSIONS • 2/11 SAFETy, HE CONTRACTOR lb RESPONSIBLE TM SAFETY AT • 1111 S1T1 AND FCR • THE STRENGTH RV STABILITY Cf ALL PARTLY a:arITS. beam ce THE STRUCTURE soil. NOT DREW NE LOADS 6440144 *OM 'DESIGN CRITERIA'. CONTRACTOR SHALL BE IF.SPONSIBLE FOR VERFTV2i STRICTURAL CAPACITY - !MGR TO APPLYING CONSTRUCTION LOADNO.; • • euernITAI.6. MEE N401 DRANNGS, MILL TESTS, OR OTHER ITU* 1. , . Zie-FaTERTID, SUEMITTAL MALL eE MADE TO THE STRUCTURAL • •i VENEER BEFORE FABRICATION CR NSTALLATION N 611111CTURE, IRMA STECPICALLY NOTED. CONTRACTOR !NALL BE LIABLE FOR ALL MATERIAL PLACED PRIOR TO RECEIPT Cf • • • REVIVED SUBMITTAL MOM ENGINEER • ALTBRIATER. ALTEN1ATE5 FOR SPECIFIED ITEMS MAY BE SUBMITTED ; To THE *GREER FOR REVIEW. ENGFEER MAY REQUEST PATTENT : FOR RENEWING THESE SUIRTITTALS.' REMIT ewer Demme Poe TIE Falzon, • •• LIST OP RE* TO HE STRUCTURAL BROKER FOR REVIEW BEFORE FABRICATION. • - - • • • RE:RC M M STEEL . • , , . ' PRECAST CONCRETE -, - STRZTURAL STEEL . • '. 4- ExPANSION JOINTS • , • , • . . • DEAL- JNIelECJIM SPECIAL 1145PECTRN 0 REQUIRED N ACCORDANCE • • ,' ' WITH SECTIONS 106.32. I06.3.5, AHD non Of TIE INIFCRM SIMONS COTE, - ' •: ' ATE4 ANY ADDITZNAL REPINEPTENTS CF CITY Cf 1.1KWILLA FOR 114E • . „ , STRUCTURAL STEEL NEUNIE • • •igngrLERVIIII:V/' CONGER NOR: telALL CPRQPRITCAL REGImeells Az IPECFICATIONS FOR STRUCTURAL , • , Gowen KR BUILDNGS'ARINTO STANDARD SPECIFICATION FOR 1410144AY gnome' otvincti 11. tem.+ I Exam' 46 worm sum A COPY OF XI SP. ELD FEFEMENCE MANUAL•, MICH INCLUDES AO! . 3a, SHALL SE KEPT. N TIE CONTRACTORS FELD.OFFICE AT ALL.TMES. rAmmi, REFERENCE AA614TO DIVISION U MOTION 0.3. • • .„ • • CEIENT AAGHTO MIS . FINE AGGIESSATIS . MINVERANNG ADMIXTURF.A... AA61461011154 . • ' , ClelICAL ADMIXTURES • AA6446TO MS4 WATER • • AMATO 12. 6 " . • . !1•Y$4 AIENTO tete • • • • • • • mocwo.i. LOCATION ABUIFEES MR136, SIDEWALKS, AO PEST APPROACH OWN Tex SPECFICATICNS. • M1X. SO • • , CCMp. STRENGTH (P61) TEST AGE (DAYS) MAX. AGGR. 61E Ax. , , MAX. 14/C • RATIO •AIR . : Cal* TENT • 'MIN. CEPE4T/ MN. FLY Ae4 (.J0.1. YD./ 1 4OD0•211 1. 2* - 4000 • 2• • l' • .45 I ,:6%. • , -/- - • * 1)4 MIX MLI. CONTAIN I IN. PER CUBIC YARD OF MCNOPILLAMENT '. • • , .• • • s• mammy, MIXES NOLL PEET CR EXCEED EACH RECINEMENT . SPECIFIED. NEM BOTH 6TTIONG114 AND MAXIMS WATER/CEMENTITIOUS RATIO AM decamp. THE MOST STRINGENT SHALL ATM' • FCCRENL"1194T.N A STREMIIAXIMIIIT14 GREANATEMICEIMITER THAN THETICU6MINIM.PIRAMSpE:117INEQ, . .LKEwies,A LOPER HATER10EMENTITICUS MAN SPECIFIED MAY • • ' . 151 IttURED IN OMER TO ACHIEVE NE RECIARED STIEBEITIL WATERCETENTIIWUS IltATIO.• 14/C RATIO SHALL Se BARD CR TOTAL CEPENTITICUS MATERIAL. IF 140T &CM ACE, PVC RATIO 4ALL • SE DETERRED BY SUPPLIER. • • • ' , • • . . ,NRCCSILT ENTRAMO AIR IS NOT MOWED UNLESS SHOW . • . MOVE. WIRRE AIR CONTENT 16 SPECIFIED At40 CONCRETE lb ' • BENG IRFIPED, TESTING SHALL BE PERFORMED AT TIE 014111E . . END CP THE PIM OR 1406E. ,TOLERANCE FOR AR CONTENT SHALL • Tex DESIGN. SUBMIT A MIX DESIGN FOR EACH CLAM OF CONCRETE TO TIE DICIER FOR RENEW PRIOR TO COUSTRUCTICK SUPPORT/4G DATA FORMES SHALL BE CURRENT. ' Mate, !LIMP NAU. BE PROPOSED BY NE CONTRACTOR N MIX DES64 bLEITITTALS. ACCEPTANCE OF PROPOSED &GIP SHALL , DE MIRED PROM TIE ENGREER PRIOR TO PROCEEDNG WITH h•E ' • YORK. TOLERANCE FOR RAW SHALL COtf0M1 TO A81P1 C•54 AND SHALL MET TIE FOLLOWING vALUES, SPECIFIED SLUMP • TOLERANCE 2' MO LEM MORE THAN 2' ltru 4' • ./- • MOPE THAN 4' • 4- I IQ' • EMBEDDED ITEMS. vERIFY LOCATION Cf EMBEDDED ITEM WITH • • SUPPLIERS OR DESIGN CaNsuLTANTS DRAWINGS maw PLACNG CONCREIL vERJFT WITH ENGNEER THAT LOCATION OP EMBEDDED ITEMS OWNED ISY OTHERS IS ACCEPTABLE BEFORE PLACING CON- • CRETE. MIxING. CONCRETE SHALL SE BATCHED, MIXED AND TRANSPORTED. N ACCORDANCE WITH AARE° SECTION &b. EACH TRUCK SHALL HATE A TICKET 64:441/4 ACTUAL BATON NEWTS Of MATERIALS IN • . ADDITION TO HE MAUI ANOINT cf WATER MICA MAY IN ADDED AT THE SIM THE TOTAL NAM N MIX AT THE OF PLACNG, • NCLUDING HATER ADDED AT TIE SITE, SHALL NOT EXCEED T AMOR PREAPPROvED N THE MIX DESIGN. PLACNG. Caf0411 TO AENTO SECTION 6.1.. ORM, MANTAIN CONCRETE N A MOAT CONDITION FoR A . • anneal PERIoD AFTER PLACEMENT, N ACCOICANCE WITH AAENTO . SECTION &F. AT A MINITINI, AU. FLANCIIK STALL BE CURED AS FOLLOW& • ELEVATED eLoset al THE TOP &MACE, PROVIDE PE COAT OF A LIQUID APPLIED CURNQ COMMAND. • - • caRtascitratizARRDOgla CURIE COMPPIAD SHALL eE APPLIED N A MELT MOWER AND SHALL SE N =MI/RE WITH PHILFACTUREIRS RECOMMOCATICHS. *Sept PROPOSED CURIE COPPOAD TO ENGINEER FOR REVIS4 PRIOR TO USE HEATER CONDITIONS. ADEQUATE PRECAUTIONS eNALL BE TAKEN • . DORM HOT MATHER N ACCORDANCE WIN AASITTO SECTION 66.3 AND COLD WEATHER N ACCORDANCE WITH AMMO SECTION 6.6.4. coNSTPUCTICN JOTS. =WORM TO AMATO SECTION &N. • SUBMIT PROPOSED JOINT LOCATIONS TO VENEER FOR REVIEW PRIOR TO CONSTRLICTIoN. • GROTE. USE Non-emax on= WITH mnrapi COMMUNE i1;4 Of WO PSI AT 26 DAYS *LESS NOTED. . TESTING ao Aous•Taica. REFERENCE AANITO SECTION 66.1, .• TESTRK, FLAKE PE TEST FOR EACH 150 CU YD, OR WO • W.-op sow= AREA,POR EACH MIX PLACED EACH DAY. A '7E07' SHALL BE THE AVERAGE STRENGTHS Of TWO • CYLINDERS MADE ROOM HE SAME SIMPLE AFC TESTED AT THE • •• • SPOOFED E. ' Acoorraoy; ociOPETEMaXIPTABLEr ONO TEAT • FALLS MOTE THAN 500 PM Bacoa TIE ISPECPIED STRENGTH, • AND 1/ THE AVERAGE Of ANY 3 CONSECUTIve TESTS DC156 • • • • NOT PALL MELON THE.SPECPIED 6TIENG714.•CCNCRETB NOT MEET,* THE ABOVE CRITERIA MAY eE SUBJECT TO RIMIER • TESTING OR 141/40vAL AT CONTRACTORS EXPENSE. THE /ZIEMER MAY ICIEST PATTER FOR REVIEWING II4E • ADECUAoy oF 11•E CONCRETE N QUESTION. • • ..• • • , • , . • • 1:::".',,l,;!..0014CONTAH- :T..... •••• . . • , , . ., . „. • ',t, .11111;:.,.., , A , ,‘,..;••,,,, ; ' . i. ci'F.,4":•.?,::: ... '1!•.1s': 144PCMCIOIONI. ''' ' ' ',..,,..1,,,i•'1. I.:" -, 'iL,',%....f. ' 4 :; ,..,•:,V.,:',,,I, ••••••:"2,1,y,*`• ;if, -',:•' 'L.: :" <4:,', p„.".•,, ,,,, .,.. '4,:;,'- '.: . '''.1_ •••'.:7:.':*; •,I ',,, '..' '' '",,,.."?..I: ,,•: , .:.,':!',.. •.• :•.? •;', ? S.,' ; , • 1":",,e'. • '' ',:;' ...'":, ,'..., • ;'''''':,••':.'.., ..,_,,..,,_,A:'• ';'-':" • 4( . ••eaciartienffelreir awl arie,..1- ;•..,,-....'. ....,,, ,.'..rixospTOALL' ';;-•-• ".. ,......egultHaai csamormiceirAITTAtiv4"Decamillr.orAListi`rileuLf4H44014.46,:.$t:..,,,.. , •=....:;, A.,' •:: mecum : •mono ',71°-.A.P117-7‘ • ; 17 ''''...,:'.‘: • • ' '. .!•••:.';'...... Citarii,,TuirdZI). I. .1,..Logo.I411111 RAERlifoPC t a, lay: op■wremis...: '' Iwo"! knic:. lan .1.' .,..'• - .:•,•::,..• .,.... : ..., :,,.......: .ii, ,''.:'!:,;;1,•:, ..;:.fftliTt, • • • - ta,00-- ;i4iniO niinnOin.,.1*,:fella v'' ..: ••• ' . • , :-.. • • , . . , , .......,. . . . s . . , • ,.. o ran.. „.,• .;.;.••,T: !i, I •- , • i: ...'..i, ''.,•,.';•,';,..,,•• . ',• -'. ',...,.. ..•• '•••':..• 1"..:':;A:'..47':: 'I :••• 1::::•1.,,•'.';'•::, -'• ''•'''' ' ligUlard="1"ilii6;44166)56.1':. INGINIER PRIOR TO WIC ADO PEER 10 HE COCAINE MIX PRIM 14 STRICT ADCORDICE NN 716„11.I.TAIRACITHERS'.. • . •GAR SUPPORTS. CDROM/ TO CHAPTER 3;OINSI Yep. I • • : • TIE Mk. * V2 GAME Oft IEAVIER*46Z;Ref-A1E2 • 'NAIR 'SHALL NOT NE ORE on intim; .UNESS #1714016220, Er n INGMEFR.::- ; • }SEW**, DO NOT 1;41.D BARS Akee'reliciiii iarmoriniper, . 1 ENGNISEM MEN A11114O0 CONFORII TO RE DIA.' , PLACE ems in Accermikaorn4c: 3.16.p ?O44 SAW SIPPORT C pe To rept:T.4T peewee/it; - • • mikatiOvieer,e1ALLEe net WO,: • • 1.•`, • ' ' OIL 011iffititiltall ER TERIALS TMAT,PEDUCe MC. MAST CR MILL SCRE T . . I ALLCFEO rEemors• BAR WEIGHT A10 011e11046 COMPRI TO- • • •LACNO TOURANCES. PLACE BARN TO THE rou.ciaa ' MItUt PEAR DISTANCE TO FOIRECieuRFAces:, MINIMS SPACING EETVEIN BARS :1 . -114' TC:f BARS N SLABS RC SEAM& 7, • • LISA THAN 110 N DEPTH ,;; .. , ..... • alit li4'; ( ' PIPE THAN 6' IN DEPT14..,.. ..... CE • 1/2.• MORE THAN 24• . r4 C1114 • • • :-• • 44.,"•,-•'•'i • • on . . =NOTRE coven moirui coecirine cevereieitTeriomeliii SZErenrialicos,LNLESSINOTED toreeese. CONCRETE EXPOSED TO EARTI4•0// INS.A11411.11 • r • TES N COLUMNS AND BEAM ....• . .... . I 1/1' STRUCTURAL RAE TOP AND BOTTOM BARS • 3/4• _ - • .atimaer, wpm TO DRAWINGS FOR LOCATION 41.0 L110714 LAP &MICE! F LAP SPLICE LENGTHS ARE NOT NOTED,VSE THE , DM NE • LAP SPLIC11.1110151 • . *.••• ,4„;,71 '1 • • 3".:6! .•• • \ , ' • • Al rate poetc eienema.4 NE MELDED orai Igo Noe minx • OE OUSSUTUTED FOR REIPPORCNG OARS F PRIOR APPROVAL 15 ••••• • • RECEIvED FROM TIE ENGINEER CONSULT ENGIEER FOR REWIRED •- • • • ‘• 1371EL AllEA6.10 ADDITIO1AL REQUIREMENTS. .; '• . • • • ' .1151111111,L • •.". • • 11121150;netIDARD6. •STRUCTURAL STEEL SHALL COMPRI TO • ALL REONEMENTS Cf TIE FOLLOWING DOCRENT&EXC.EPT A6 MCOIMED 01:10,4, MSC SPECPICATION FCR SITRICITRAL STEEL . SULDNti• KOS EDITION. ARC 'COVE OF &AWARD PRACTICE FOR STEM; DIJIUNNO6 AND BRIDGES' 1166 EDITION. AW3 ii 'STRUCTURAL WILDING CODE • SENA FRAC 'SPECIFICATION FOR STRUCTURAL JON% USING 45111 A325 OR A450 DOLTS'. AASHTO 'STANDARD SPECIFICATION FOR 14101414AY BRIDGES' ..:DIVISION II, SECTION II. . • STRIICTUtTASTEFI. SHAPES AND PLATES. 48711 (A36) • 110gmh Awn Am awe e, Tree E O 6. • • ' AS111 A301 EXCEPT HIGH STRENGN SOLE. ' 141061-STRINGIN 110LTS, A3111 43291 SLIP-INSTALL . CRITICAL. IN ACCORDAPKE PI HI RUC SPECIFICATION% • ANCHOR COLTS, ASTM A3010, A36. . . 6E0 OEM =HECTOR& A6111 4108. WALL IN ACCCRDAtr..E WITH ANS DLL •AL_ COWAN TO M8 DU. WELDERS SHALL eE CERTIFIED P4 AO-CoRDAPCE WITH WA160 RECUMBENT& USE ETV ELECIRCODS OF ME RO.QUIRED FOR MATERIALS TO SE WELDED. • • .F621121.•• FABRICATE STEEL N 4 SHOP LICENSED BY THE APPROPRIATE GOVERMENT AGENCY. 6140PRAINTIta. STEEL CONCEALED BY BUILDING F141614 OR N . CONTACT WIN CONCRETE MED NOT OE PAINTED. STEEL AT SL1PCRITICAL CONPECTIONS WALL TOT BE PAINTED. ALL OTHER STEEL SHALL • es omE4 oNE COAT Cf *OP PANT, N ACCORDANCE HIT SECTION 113 CP ne AlC SPECIRCATION• AND SECTION 6.5 CP THE A1SC 'CODE' *LEM NOTED. T 8. ERECT STEEL WIN TIE TOLERANCES DEFINED N ION 1.1? OP ME Al6C rzer. • • , . • • „ • • • ;•• :,:•• ' . • I II II III II I I 111 si I ql III III III I I I I 11111111111111 1,111 1,1.10 II III II II 111111 N 1 I • ; cOiapN"atirriR)A• • GRAM' LoAob. LIVE LOAD - SICENALKS 00 PM . ' TneFic LANES • i46-20 TM= • - SEISMIC LoAoe, 016104 LATERAL LOADS. . P• • C.on .66 MAX. RECD. BRIDGE SEISMIC WEIGHT 3 FOR NORTH / SOUTH DIRECTION 5 FOR EAST / WEST DIRECTION P• . .11 14 FOR NI6 .13 FOR EM. HatN4noit ff.X154246 TIMM!! piLEs. ; EXISTING IV DIAMETER TIMBER PILES HAVE AN ALLOWABLE • DO•tUARD CAPACITY OF II TONS, WITH AN ASEFIED FACTOR of WET' OF 2*. ALLOWABLE LATERAL CAPACITY IS 2 KIPS . FOR 4 FREE-HEAD PILE 010 6 KIPS FOR A FIxED4EAD PILE. VEHICLE BARRIER RAILS. , • ' BARRIERS SHALL BE DESIPED TO RESIST AN 0FACTORED 1401,67-CNT AL LOAD CI NOT LENS THAN 6000 Ls. APPLIED OvER A CIE FOOT SPARE AREA AT A HEIGHT CP IV ABOVE e•E WAKING SURFACE PER UDC SECTION 311.2.3.5 AND UDC TABLE 16-15 CARY VIDRY1110 111 esprley oACW1C FIRST PLAZA ES TONI AM RE .220 MUM WA, WM EON RIM FAL NOE 111120M OXBOW BRIDGE RENOVATION TUKWILLA, WASHINGTON • T1411 Imilat4 rs112 CONCORTIS SHOHN WRENN An ThIll PROPERTY OR CRC INC. . THEY MAY NOT SE UUCP OR ' COPIED N WHOLE OR PART WITHOUT RR WRITTIN COWEN? CP CKC INC. CAP FILINAIR ' DATIL TE/11/1/16 12-11-05 PERMIT ISSUE • NO.s DATE. ISSUEirevletoN SWEET TITLE* 6111%1111ZAI. NOTIES AND 1181N carranna. ,DRAWN eILL ;•• .RECEIVED DEC 11995 • • TUKWILA • •.• PUBLIC WORKS • * RECEIVED D NEE,. mai •• • • •••••-•,9F-ruKwIIA • RECEIVED ' ; •• , • CriYth771"14 b 1 13 1896 • 'DEC) 8 1995 7,‘QTCENTER , • ; . • • , 4 •„%v-. • J015 140.s '541144 DATES 12-12-91■ • - _, • t. • • .• D'•0' vim. 3C -O',. �� B'•0' : •..v A'••• , D' -0' . 8' -0' v.. .�;... 16'-C .. ;.. .,�,, ..f0''0' f .. i t 1 . ., • ;... — IV-4!" — ID'-O' —• �8' -0'.' .. , 0' ;0' — — ., 8' -0' .. • IY;O' • n' -0' IT -0' . -... 6 • 1 . -1 AT I• - 4'•O' 4' 0' (FIELD VERIFY) 1414 x » DO I'14x12 DO WI4 x 22 DO WM x 22 'Wbx3. WNx x» � 1421x 4- 4 \ W11x44 ,� WMx1;l DO • DO 1 W14 x1'i DO DD ' x DO . DO x DO M DO . DO DO 1. ■ . w ■ .. . Wu x DO DO DO DO DO 5a DO i DO ®I' • • • • • • WI4x `1 x44- 'WI x WI6x3 NB x35 NISx35 WI6x33 W21x44 W71x44 � t in A. \ - ' -/ /-- /-- / - - /-' '1 J 9 C C F to ft m di O 0 6 0 Q 0 • 0 .-• r. � - 1- •- ,- 1Y PLAN NO1E6. I. ALL DIMENSIONS AND EXISTING C@OITION5 SHALL BE VERIFIED PRIOR TO THE FABRICATION CF U. BUILDING MATERIALS. • 1. REFERENCE SHEET 601 FOR GENERAL NOTES AND DESIGN cRITERia Pia'F4M IN1a,1P1 ,41∎1 3. 'REFERENCE DETAIL 1/6301 FOR STANDARD REBAR 00106. 4. REFERENCE SHEET SERIES 8100 FOR BENT AND ABUTMENT ELEVATIONS. ' 5. REFERENCE'SHEET SERIES 5300 FOR FRAPING DETAILS 6. 'T.O.B.' INDICATES TOP CF STEEL ELEVATION. CADY IN —111-11411111111' ■ACMIC MST. PLAZA M 06 0 AML N! *no (160 *WIN FAX 000100 SI OXBOW BRIDGE RENOVATION • IL II/LA, WASHINGTON • O 13'•0' 8'4' O O • 15..0' lb' -V 15' -0' Tr) 11'-0' '. I C CF XISTING -1 • ATI. 5 ' 4'•0' (FIELD VERIFY) 6' PRECAST CCNC. PEDESTRIAN RAIL 6'-8' WIDE x 8' HIGH CONT. CONC. SIDEWALK) CIAFB I.' 6' THICK x 6' -0' WIDE PRECAST CCNC. PLANO DESIGNED BY OTHERS. REF. DETAILS b 4 6/6301 FOR CC6N. TO STEEL' BEAMS 1' -0' WIDE x 6' NIGH CONT. CONCRETE CURB • NOR CITY OF TUKWILA DEC 1 8 1995 PERMRCENTER _FIECEIVED Mc 16-095 PLAT •TUKWILA I. • ALL DIMENSIONS AND EXISTING CONDITIE1160•IM412 " ,VERFIED PRIOR TO THE FABRICATION OF ALL BUILDING' MATERIALS. 2. REFERENCE SWEET SDI FOR GENERAL NOTES AND DESIGN . ` • CRITERIA. .. . . 3. RE.ERENCE DETAIL U6301 FOR STANDARD REBA R BD1D6. 4. REFERENCE SHEET SERIES 8200 FOR BENT AND ABUII 'ENT. ELEVATIONS. 1 S. REFERENCE 6IEET SERIES 6300 FOR PRAMNG DETAILS;• 6. 1.0.6.' INDICATES TOP CP 6TEEL•ELEYATIGIL tMt 01161631 AND CONCOFTi SWAIN MOWN ARE TMI' fi*ORpmT' CR CKC 6JC. '. TM.Y MAY NOT SUMO OR =NOD IN WINO)•) OR PART • WRMOUT TMt WRITTI N ' COARtJT 01 CKO INC. CAD PILL PLAPI DA/11.111/11/111 11•11 -65 PEF31IT I66UE NO.: DATE: I5811E/IREVI6ICN &FEET TITLE: > BRIDGE FRAMING • PLANS. .. DRAWN BY: DILL MM.: K WILDER' JOB NO.: E41.6A DATE: 12 -12•'6 SHEET NO.1'• so I�I 111 ICI 1�1 11111 III III III 111 1�1 113 111 III III 111 ICI 1�1 1II III I�1 111 III 1III l l l l 1�(' 1 1 1 2l l l 8l 1 1 1 41:. ^� I .1.51 I 16 01: fill 8l7` LI7, 9 I7 1 'j7 4:17 ZIZ Ill O' 0(1 81 I1 911 1 1111 uidim uuhm uuhuilmiliiu uuhui uuluu uuhm uuluu mduuluulmiluulumuuhiii miluu uuluii )111181 :7, 7' 7,— :!,7? :•;;;;■'! 7.7 1 ' • . • . • sTEEL e GADER P: ULAN : New coLLAmo, TYPICAL A1' EXIETNO ove•roscAsi , To.8 F. PLAN • ;; _ EXIETIi4G TIMBER PILE. firfCAL • ; • ' ■•• CA11'1111111:1'111118 III/III, SI INS A NL .120 . IRANI MA, 1111114 11451 4154144 FAX: 12011 4114011 • ExISTING COvEIRED NALKHAY TO BE REUSED ' • PEP. MEL eCtLAPA . TYPICAL; AT DORM MEIER PILE ' • MIMS TIMM t !, "..,'.',:.',,:Jf:::;':.-1.i,•.:7:!!::!,,,:-•;:•,.•3',",.."(....,-",4":7i!":47!'•:,:'.e.".,:'"! .-.7.0?.i,t:..'!.,-,i;.i-'.,-;•:,;;;:',.:j.;''....-.,',....,:...',',:,:,:::.'.'1', !"': r "....."..':::.!....'ft:::::',1:."'•::i,,.:''.1".•i:?)..2-,`,.`...,'::.'f:I.:.':I/-.:',1'',. ?':6.I..i.:!::(:.;::..X!'..;:.,,:',.;..iit:',.!:.!!!..':',.!..:;,...':1:. !! mtp_riirrryilliiiyl 1 I I '4: oil LIg. txr, cg 7,1 u 07; 01 80 LAI 90 : T.O.b: P. PLAN , STECEIVED . DEC 1 81995 .. : • • TUKWILA' :,,UBLIC WORKS , • • errY0F.Tuic.ritt*. DEC 1-8 1995- PERItif ENTER OXBOW BRDGE RENOVATION , 11•11111111iiiiill* TUKWILA, WASHINGTON Cus 1•N iNg ecwripri •1C4IN TI411 . . 11111110PORTY.C. a� ING. THEY MAY NOT MI VW COPIED IN W1401.111 Olt PAK' • 11,11•101,IT 71411 *CC INO.; • car) madmen . DATIlieMIVID • • I2-2-b PEWIT 166LE Nat PAM INUOMEVIBION .4.1ENT T1TLNI BENT o. ILEVAT IONS 1,11t4.1 !Ws U. WILER JOI5 140.: S44,15,4 DAlUs. D-12•tir • • 7-.. , .• : • .'...: . •• . ; ,..,....... 1.:,.,:!,. - To.8 F. PLAN • ;; _ EXIETIi4G TIMBER PILE. firfCAL • ; • ' ■•• CA11'1111111:1'111118 III/III, SI INS A NL .120 . IRANI MA, 1111114 11451 4154144 FAX: 12011 4114011 • ExISTING COvEIRED NALKHAY TO BE REUSED ' • PEP. MEL eCtLAPA . TYPICAL; AT DORM MEIER PILE ' • MIMS TIMM t !, "..,'.',:.',,:Jf:::;':.-1.i,•.:7:!!::!,,,:-•;:•,.•3',",.."(....,-",4":7i!":47!'•:,:'.e.".,:'"! .-.7.0?.i,t:..'!.,-,i;.i-'.,-;•:,;;;:',.:j.;''....-.,',....,:...',',:,:,:::.'.'1', !"': r "....."..':::.!....'ft:::::',1:."'•::i,,.:''.1".•i:?)..2-,`,.`...,'::.'f:I.:.':I/-.:',1'',. ?':6.I..i.:!::(:.;::..X!'..;:.,,:',.;..iit:',.!:.!!!..':',.!..:;,...':1:. !! mtp_riirrryilliiiyl 1 I I '4: oil LIg. txr, cg 7,1 u 07; 01 80 LAI 90 : T.O.b: P. PLAN , STECEIVED . DEC 1 81995 .. : • • TUKWILA' :,,UBLIC WORKS , • • errY0F.Tuic.ritt*. DEC 1-8 1995- PERItif ENTER OXBOW BRDGE RENOVATION , 11•11111111iiiiill* TUKWILA, WASHINGTON Cus 1•N iNg ecwripri •1C4IN TI411 . . 11111110PORTY.C. a� ING. THEY MAY NOT MI VW COPIED IN W1401.111 Olt PAK' • 11,11•101,IT 71411 *CC INO.; • car) madmen . DATIlieMIVID • • I2-2-b PEWIT 166LE Nat PAM INUOMEVIBION .4.1ENT T1TLNI BENT o. ILEVAT IONS 1,11t4.1 !Ws U. WILER JOI5 140.: S44,15,4 DAlUs. D-12•tir • • E IST IG COVERED -- iiALKNAT TO BE IMBED , EXISTING CONC. AStIMENT STEEL BEAK REF. PLAN TTP. EXISTIG TIMBER LAGGING EXISTING TIBER PLE TYPICAL 9. i EX16T1NG : ABLITMIINT BL IVAT I ON AT LINN m 3/•• • r-o' BEAM LEDGER EL. CONTRACTOR TO VERIFY cARY MIII 111 11 P111 ►ac IC P PLAZA WON AKKKK.... AL h20 0 uM NA, 91004 MO UMW FAL 12* 40640• OXBOW BRA RENOVATION Tl1KWLLA., WANTON • r.. I�I III III III III I�I III I�I I�I III I�I III ICI III III I�I I�I I�I )�) III III III I�I III Ol} OIZ..8IZ LF L _) ; ; g i g F; ; ZIZ IIZ QI7.' GI[ 8l1 LII 0 1 i 1111 uiduu uuhiii imlmilmiluu uulmi uulmi uuluii uuhm mduu uu6m uulmi miluu uulmi mihui miliu