The URL can be used to link to this page

Home My WebLink AboutPermit L94-0068 - WSDOT - NOISE VARIANCEL94 -0068 WA STATE DEPT. OF TRANSPORTATION WSDOT NOISE VARIANCE MetroScan /King (WA) Parcel# Owner CoOwner Site Mail Sale DI Price LoanAmt Zoning VestTyp LandUse Bldg Num S Plat REC # SubPlat Legal : 608240 0051 08 : Marzullo David B : 2608 S 133Rd St Seatac : 2608 S 133Rd St Seatac : 05/27/1999 : $245,000 Full : $196,000 : UL -7200 : Unmarried Person Platted Bldgld :1 98168 Wa 98168 Aud# :713 Deed : Warranty Loan : Conventional Lender : Washington Mutual Ba IntTyp : Adjustable : 101 Res,Single Family Residence Mobile Home : No : Nichols Garden Trs Unrec : BLK 1 LOT 5 -6 NICHOLS GARDEN TRS Struct Land Total Imprvd : $105,000 : $45,000 : $150,000 LevyCode : 2212 1999 Tax :$1,988.03 ExemptCd : Ex Tax # Phone • 90Census : 273.00 6 Map Grid : 655 C2 Nbrhd Cd : 024004 Q : NE S : 16 T : 23N R : 04E Volume : 902 Page : 194 Jurisdiction : Bedrooms Bath F3H Fireplace Bsmi Type Deck Stories Units :3 :1 /I / :2 : Std : Yes :1 Is1Flr SF : 1,230 2ndFlr SF : 3+FloorSF : Ha fF1rSF : FinBsmtSF : 1,200 BsmtTotSF : 1,340 BsmtGrgSF : FinishSF Bldg SF Lease SF AttGrgSF LotAcres Lot SF WtrFront : 2,430 : 2,570 • ..72 : 31,521 YearBlt EfYear BldgMatl BldgCond BldgGrde WallMatl W1rFrtSF : 1928 • • . Avg • Parcel# Owner CoOwner Site Mail Sale Dt Price LoanAmt Zoning VestTyp LandUse Bldg Num S Plat REC # SubPlat Legal : 092304 9382 09 Unplatted Bldgld : 1 Struct Land Total Imprvd LevyCode : 03/31/1999 Aud # : 2500 1999 Tax : $230,000 Full Deed : Warranty ExemptCd : $228,426 Loan : Fha Ex Tax # : R6 Lender : Continental Savings B Phone : Married Persons IntTyp : Fixed 90Census : 101 Res,Single Family Residence Map Grid Mobile Home : No Nbrhd Cd Q:NW S:09 Volume Page : STR 092304 TAXLOT 382 POR NE 1/4 Jurisdiction : : Hoff Darryl L /Barbara K : 2254 S 116Th St Seattle 98168 : 2254 S 116Th St Seattle Wa 98168 : $89,000 : $40,000 : $129,000 :3710 : $1,786.84 • : 264.00 2 : 625 C6 : 024001 T:23N R:04E • Bedrooms Bath F3H Fireplace Bsmt Type Deck Stories Units :4 :1 /1 / : Daylt . 1.5 IstFlr SF : 770 2ndFlr SF : 3 +F1oorSF : Ha JF1rSF : 640 FinBsmtSF : BsmtTotSF : 770 BsmtGrgSF : FinishSF : 1,410 Bldg SF : 2,180 Lease SF AttGrgSF LotAcres :.92 Lot SF : 40,375 WtrFront YearBlt EfYear BldgMatl BldgCond BldgGrde WallMatl WtrFrISF : 1933 • • : Vy Good : Low\Avg • The Information Provided Is Deemed Reliable, But Is Not Guaranteed City of Tukwila John W Rants, Ma or Department of Community Development Steve Lancaster, Director December 18, 1997 Mr. Bruce P. Farrar, Program Manager Air Quality and Special Studies Washington State Dept. of Transportation P.O. Box 330310 Seattle, WA 98133 -9710 RE: L94 -0068: WSDOT 300 day technical noise variance revision. Dear Mr. Farrar: I have reviewed the application to renew your technical noise variance and established the following findings, conclusions and action. PROPOSAL The applicant requests an additional 100 actual noise variance days as an extension to a previously granted noise variance. This would revise the existing noise variance from 300 days to 400 actual variance days. The calendar period during which a noise variance was granted had been previously extended from December 1997 to November, 1998. The noise activities are summarized below: • Noise characteristics would remain as previously approved. Concrete grinding would be the noisiest at 85 dBA at 50 feet. Previous construction activities have generated this level of noise pursuant to the existing variance with no complaints being generated. • Grinding would occur on Saturday nights through Friday mornings for a total of 100 nights. FINDINGS 1. A technical noise variance was granted by the Dept. of Community Development (DCD) on October 20, 1994 (file L94- 0068). The variance was granted for 300 actual days during the period November, 1994 to December, 1997. 2. An extension of the calendar period during which the 300 variance days could occur, from December 1997 to November, 1998, was granted on December 14, 1995. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 L94 -0068: Washington State De r of Transportation Technical Noise Variance ~" December 18, 1997 Page 2 3. The applicant has exhausted the original 300 actual days. 4. One, unverified noise complaint was received about 2 months ago regarding this work, during the entire construction period. DECISION CRITERIA The most relevant provisions of the TMC are found in 8.22.180, Variance Procedure. Renewal of a variance is authorized in this section pursuant to the following criteria: A. "A variance or its renewal shall not be a right of the applicant or holder thereof, but shall be at the reasonable discretion of the administrator." (TMC 8.22.180.B.) B. " Variances, except temporary variances, granted pursuant to this chapter may be renewed on terms and conditions and for periods which would be appropriate on the initial granting of a variance. No renewal shall be granted except on application made at least 60 days prior to the expiration of the variance." (TMC 8.22.180.D) CONCLUSIONS The original findings and conclusions regarding the need for a technical variance continue to be valid, the applicant has operated in a manner consistent with the originally granted approval, and the request for a variance renewal has been received more than 60 days prior to its expiration. ACTION The limited renewal of the technical variance is herewith approved, based on the authority to grant renewals at the Administrator's reasonable discretion. This approval is specifically as follows: 1. The technical noise variance renewal is for 100 actual days during the period beginning this date through November, 1998, 2. All conditions of approval established in the original noise variance shall be incorporated into this renewal as if fully stated herein. Please call me if you have further questions. Sincerely, Steve Lancaster Noise Ordinance Administrator file: 94:196- 0068.doc \ Northwest Region 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 (206) 440 -4000 December 17, 1997 R E C r N E b D E c _i. 8 1997 • COMMUNITY DEVELOPMtEN SR 5 MP 154.40 to MP 167.13 Tukwila to Lucile Street Pavement Grinding OL 3283 Technical Noise Variance Extension The Washington State Department of Transportation (WSDOT) and its contractors will complete the subject project during the 1998 construction season. Construction activities will take place between Mile Post (MP) 154.40 and MP 167.13 and will include grinding cement concrete pavement, corner patching existing Portland Cement Concrete panels, replacing monuments, and re- striping mainline SR 5. In addition to the related grinding work, two right lanes (northbound SR 5 in the Boeing Access Road vicinity) will be repaired. Attached you will find a vicinity map. Project construction activities will occur almost entirely during nighttime hours. It is expected that the contractor will use at least four grinders per night both northbound and southbound. There are approximately 123,500 square yards of grinding between the Klickitat Drive overcrossing and the Boeing Access overcrossing. The contractor is expected to grind between 1000 and 1300 S. Y. per night, in each direction, requiring a total of 100 nights in this area. Anticipated lane closures are: 1 lane closure 8:00 PM to 6:00 AM 2 lane closures 11:00 PM to 5:30 AM 3 lane closures 11:30 PM to 5:30 AM There will be a minimum number of ramp closures. Detour routes will be provided. There will be a need to close ramps, one night each, to allow sufficient working areas for the grinding machines and related equipment. The types of equipment used for nighttime in each grinding area work may include, but is not limited to, 4 grinding machines, water trucks, saw cutters, concrete trucks, striping trucks, sweepers, haul vehicles, light plants, and generators. In October of 1994 the City of Tukwila Department of Community Development granted a 300 day Technical Variance for the three year construction of the SR 5 Tukwila to Lucile Stage 3 widening of freeway ramps and bridges for High Occupancy Vehicle (HOV) lanes. In granting this variance from the provisions of Tukwila Municipal Code 8.22 the Noise Ordinance Administrator, L. Rick Beeler, stated that, "In this application, the public good is being accomplished by the HOV improvement of this busy .freeway (TMC 8.22.180(b)). The general safety and welfare will benefit by the facilitation of traffic movement by this improvement project." The original allotment of 300 nights for this project has been exhausted. The pavement grinding operations originally planned for this project will be continued in 1998. Pavement grinding needs for other regional projects have caused this rescheduling. Therefore the WSDOT respectfully requests that the City of Tukwila consider and grant a noise variance extension for an additional 100 nights to accomplish this completion work. Our advertisement date is March 9, 1998, with work anticipated to begin in May of 1998 and be completed in October of 1998. If you should have any questions please call me at (206) 440 -4546 or Joanne Welty at (206) 440 -4541. Sincerely, BRUCE P. ' ARRAR Air Quality and Special Studies Program Manager JLW cc: Cathy Arnold / Julie Anglin MS 58 Earl Franzen MS 111 Day file file OL3283A.DOC $$USERNAME$$A $$$$$$$$DES IGNFILENAME$$$$$$ $$$$DATE$$$ N F- 0 —J 0 BEGIN CONSTRUCTION MP 153.14 STA. SB 2477 +88 he BEGIN PROJECT 1 -0005 MP 153.94 STA. 2520 +00 BEGIN IM -0005 ( MP 154.13 STA. NB 2530 +15 END PROJECT 1 -0005 ( MP 156.01 STA. SB 2629 +94.00 9 • S6 SR5 2635.42.90 BK.. SR5 2630.72.30 AHD. 3BK.: L VARCIILL OAT s. ACADAAI PD. . BR 5/5 FOSTER BR H0v KIICK17AT R HOV IV VA! 8R 5/523 E8w TUKWILA BR NOV IHIERURBAN amiipiumer BOENC [IEt' KING COUNT NTCRAVTIDNAL 1 BR 5/525.5 E6w STA. E0 SB 1892.03.55 BK.. SB 1892.00 AHD. REGION 80. STATE FED.AID PROJ.NO. DESIGNED BY ENTERED BY 10 WASH CHECKED BY PROJ. ENGR. JOB MMGEB REGIONAL ADM. DATE DATE REVISION BY CONTRACT ND. SBA3F5 1925.00 AHD. 58 8R 5/532 w 1 -0005 ( ) 15 END PROJECT 1 -0005 ( ) MP 156.01 STA. SB 2629+94.00 9 58 555 2635.42.90 8R.. SR5 2630.72.30 AHD. 5TA. E0 SR IBSB. •.8 BR.: SEATTLE >STER aA BOEHC rE1.0 555 EOwit S1A11. NTERNATNOSAL AIRPOIIT ��. t) 10 9Q9p1579p55 SEATTLE 2 14"1011 A fi•5. 0 STA. E0 SB 1892,03.55 85.. A 58 1892.00 AHD. 5g $pj jS 3. jT SBAti? 1425.00 IAnp�14.31 BR• END IM -0005 ( ) MP 161.85 SB 2009 +18.64 SB BR 51532 • END CONSTRUCTION MP 162.48 STA. 2042 +48.46 PROJ.NO. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER Vim Washington State W Department of Transportation SNEE1 Washington State VW Department of Transportation Sid Morrison Secretary of Transportation Vernon Umetsu Associate Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, WA 98188 • Dear Mr. Umetsu: Northwest Region 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 (206) 440- 4000,c-,, Y , 4 ° n ,T"'"?, December 17, 1997 DEC 1 8 1997 COMMUNI DEVELOPMENT LOPMENT SR5MP 154.40 to MP 167.13 Tukwila to Lucile Street Pavement Grinding OL 3283 Technical Noise Variance Extension Per my phone conversation with you December 17, 1997, the following data for the subject project is presented: • Pavement grinding has previously been done for this' project near the Boeing Access road in 1996. • It is anticipated that the contractor will work Saturday nights through Friday mornings. It has been calculated that approximately 100 total nights will be required for grinding operations in the Tukwila portion of the subject project. • Previously measured grinding operations have yielded noise levels of up to 85 dBA at 50 feet. If you should have any questions please call me at (206) 440 -4546 or Joanne Welty at (206) 440 -4541. Sincerely, BRUCE P. FARRAR Air Quality and Special Studies Program Manager • » ...... JLW cc: Cathy Arnold / Julie Anglin MS 58 Earl Franzen MS 111 Day file file OL3283D.DOC City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director December 14, 1995 Mr. Bruce Farrar Washington State Department of Transportation 15700 Dayton Avenue N. MS 138 Seattle, WA 98133 -9710 RE: L94 -0068 (Noise Variance Granted to the Washington State Department of Transportation for I -5 Construction) Dear Mr. Farrar: I have received the Washington State Department of Transportation (WSDOT) request to extend the calendar period during which a previously granted "technical noise variance" would occur. I have made the following findings, conclusions and decision. FINDINGS 1. A technical noise variance was granted to WSDOT pursuant to TMC 8.22, for night -time construction of 1 -5 high occupancy vehicle improvements as described in Department of Community Development file L94 -0068. 2. The variance from Tukwila noise standards was granted for 300 actual days with conditions. These days would occur during a period from November 1994 to December 1997. 3. Funding and other aspects delayed construction and a request has been received to extend the period during which the 300 variance days could occur, through November, 1998. No change in the substantive characteristics of the proposed action or mitigation has been proposed. 4. Notice of this request was mailed to parties of record in the original public hearing (11/22/95), as well as published in the Seattle Times newspaper (Tukwila's official publication of general circulation) (12/1/95). The deadline for comments was December 13, 1995. 5. No comments have been received to date. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 L94 -0068 Noise Variance for Wash. State Dept. of Transportation December 14, 1995 Page 2/2 6. A review of the project file shows no noise complaints, and that WSDOT notification of potential noise variance events . and implementation monitoring has been satisfactory. CONCLUSION It does not appear that WSDOT construction has generated significant adverse noise impacts for Tukwila's residents or corporate citizens, to date. ACTION An extension of the calendar period during which the 300 days of noise variance may occur is herewith granted per TMC 8.22.180(d). All other aspects of the original variance approval remain in effect. Please call me if you have further questions. Steve Lancaster Noise Ordinance Administrator cc: Dale Morimoto OCT- 20 —'94 THU 10 :24 ID:WSDOT FLR 5 DIST 1 IMHt' bmd Fax Transmittal Memo 7672 'Location 43i- 3445' Comments lL�. n�..•e✓�w•.v. vnv Telephone .A` /, 3G$ /. TEL NO:206- 440 -4e05 Loea.on rapt. Ch.rp. Fs+a r 44'0 • 484 '....... ..r."7'°"6 •044- gonez tt793 P01 . Ong nai Do.ama ❑A.Wm .CaN for pietism; �rt app ecuets.. e & .. toad: tioits Q e.As ( is hr. die rise;o s.....Ar r sw. v e./ to *tiveL !.1 .. �%s� �.. . odd..pos t 'the n�1s m `mw r t t •rasjc /s. Cad ail 3u bs d+'f�t Lawa/..L-je Aot sv� iliac OW Or t� • �iM3'aC s /l.�oits FECEIVED OCT20. .dial« s s �''� dam• is a r Gr a rms �PtHal.- 4rek f /l�'t � • /C;110 ojp- 41=111110 011•01•11■•• Night Time Work DE ELOP +MENT The Cities of Seattle, and King County and Tukwila have granted variances to their not e ordinances for night time construction. Unless otherwise approved by the Engineer in writing, night time work under these variances shall be restricted to the following seven activities: (1) installation and removal of signs, sign structures, and illumination, (2) bridge girder placement and widening, (3) installation of loop detectors. data stations, and other SC & DI equipment, (4) placement and removal of construction traffic barrier, (5) pavement removal, widening and overlay of on and off ramps, (6) removal and replacement of main line pavement, and overlay of bridges (7) replacement of bridge rail and bridge joints. These variances allow the contractor to exceed the local noise ordinance levels under the conditions outlined in this Special Provision and authorizes non - consecutive nights in the City of Tukwila. 8 - 14 consecutive night temporary variances in the City of Seattle, and 13 - 14 consecutive night temporary variances in King County. Except in the case of emergency, whenever the Contractor works between the night time hours of 10 P.M. to 7 A.M. Monday through Friday or 10 P.M. to 9 A.M. on Saturday through Sunday and exceeds the local ordinance noise levels, the Contractor shall have in his possession, a variance which covers such work. The Contractor shall in addition to other restrictions of this section or other ordinances, perform the following measures to minimize construction noise: 1. All use of impact tools such as jackhammers and impulse tools such as pavement grinders and concrete saws, shall be restricted to the hours of 7 A.M. to midnight Monday through Friday and 9 A.M. to midnight on Saturday and Sunday. 2. All trucks performing export haul shall have rubber bed liners between the hours of 10 P.M. and 7 A.M. Sunday night through Friday and between 10 P.M. and 9 A.M. on Friday night through Sunday morning. 3. All backup warning devices shall be the least intrusive ambient sensitive type or the contractor may use a backup observer in lieu of backup warning devices as allowed by WAC Chapter 296 - 155 -610 (2) (e). 4. Lighting used for night time work shall, where ever possible, be directed away from oncoming traffic and residences or shielded. 5. During pavement removal, all material spilled on the roadway shall be removed by sweeping. No scraping type equipment shall be used. 6. The Contractor shall not work more than 14 nights'at a location in or adjacent to the City of Seattle or King County without at least a 7 day period during which no work is performed between the hours of 10 :00 p.m. and 7 :00 a.m. weeknights and OCT- 20 -'94 THU 10:25 ID:ySDOT FLR 5 DIST 1 TEL NO:206- 440 -4805 14793 P02 10:00 p.m. and 9:00 a.m. weekends which exceeds the City of Seattle and King County Noise Control Ordinances. 7. Residential areas shall be shielded from stationary equipment, such as air compressors, generators, light plants. Other stationary machinery for off road use, such as cranes, shall use double mufflers where practicable. The Contractor shall for all mobile equipment use noise blankets, skirts, or other means available to mitigate noise that does not reasonably interfere with the operation of the engine. 8. The Contractor shall not use compression brakes. 9. The maximum permissible noise level for ipment allowed during nighttime work after midnight is 88 dBA at 50 feet: The State will measure the noise level of all equipment prior to the contractor using such equipment for night work. The Contractor's supervisory personnel shall attend a noise mitigation class sponsored by the State for a period of up to 4 hours. Subsequently, these supervisors shall present noise mitigation methods to other contractor personnel at safety meetings or through other means of instruction. The Contractor will not be allowed to perform work after 10 :00 p.m. until the above requirements have been met. The Contractor shall be responsible to notify all residents within 400 feet of the proposed work, at least 14 calendar days in advance of night work whenever night time construction work may exceed ordinance levels. The notification shall be in writing and include the proposed night time work start date and the duration and location of the night work. Failure of the Contractor to perform all obligations under this Special Provision will result in the suspension of all night work. The Contractor shall be responsible to obtain any variances to perform work outside the project limits or within the project limits in addition to the variance already obtained by the State. A copy of the variances obtained by the State is available at the project construction office. Other noise mitigation measures may be required, and it is understood that the Contractor is responsible for devising methods that comply with all ordinances. Compliance with the above noise mitigation measures shall not be considered a warranty that the equipment or the activity will comply with all local regulations. The State will periodically monitor night noise levels. and will provide the City of Tukwila and the Contractor with periodic reports of the noise monitoring results. Reports will be in writing and will include noise levels, location, time and the primacy construction activity at the time. Sound level measurements will be consistent with WAC Chapter 173- 60. , OCT- 20 -'94 THU „10:26 ID:WSDOT FLR 5 DIST 1 TEL NO:206- 440 -4805 ##793 P03 The State will provide and monitor a 24 hour complaint hot line. The hotline telephone number will be prominently displayed by the State on construction signs and will be distributed to area residents. The Construction Project Engineer will be alerted of all complaints. The Engineer will evaluate the complaint and the monitoring measurements and take appropriate action based on the above criteria. Upon receiving two or more substantiated complaints, the State will accomplish testing in the bedrooms of affected residents. If measurements are above 52 dBA during night construction, then the Contractor will be required to take further mitigation measures such as, but not limited to insulation the windows, providing motel accommodations, or installing temporary noise walls. If night non work time interior readings are in excess of 52 dBA then interior readings during night work shall not exceed the non work readings. Payment All costs for complying with the above requirements shall be incidental and included in the contract prices for the items of work on this project which are performed at night. A F F I D A V I T O F D I S T R I B U T I O N I , 6/1241A WiNkUJ -a. -`Eli hereby declare that: O Notice of Public Hearing Notice of Public Meeting Board of Adjustment Agenda Packet D Board of Appeals Agenda Packet O Planning Commission Agenda Packet C Short Subdivision Agenda Packet D Notice of Application for Shoreline Management Permit fl Shoreline Management Permit ['Determination of Non - significance 0 Mitigated Determination of Nonsignificance r-- Determination of Significance and Scoping Notice Notice of Action 0 Official Notice C OthefThGI hiVAL IJOt' E lA21/44Ca Other was -!d- to each of the following 'FAQ �-1 tJ Dr l V. Ri t�l S��T��.► 7TI tv 5 • 4.64-..26%2_ Name of Project jDO File Number I..- O OO1Q D addresses on t'k . 2 -, 95 . Signature The Washington State Department of Transportation (WSDOT) was granted a "technical noise variance" for 300 days, pursuant to TMC 8.22 (file L94- 0068). The Tukwila Noise Ordinance Administrator is considering a WSDOT request to extend this period from November, 1997 through November 1998. No increase in the original 300 days of variance, operations or mitigating actions are proposed. Written comments on this proposed extension must be submitted by December 13, 1995. Comments should be submitted to: Vernon Umetsu Tukwila Planning Division Suite 100 6300 Southcenter Blvd. Tukwila, WA 98188 206 - 431 -3684. Published in the Seattle Times December 1, 1995. C TRANSMISSION RESULT REPORT (NOV 22 '95 11 :58AM) TUKI( a DCD /PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 078 TRANSMISSION 9*- 4642582 02 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION A F F I.D A V I T O F D I S T R I B U T I O N I, 611-NUN a- t hereby declare that: O Notice of Public Hearing fl Notice of Public Meeting OBoard of Adjustment Agenda Packet O Board of Appeals Agenda Packet [Planning Commission Agenda Packet .fl Short Subdivision Agenda Packet Notice of Application for Shoreline Management Permit Shoreline Management Permit O Determination of Non - significance 0 Mitigated Determination of Nonsignificance Determination of Significance and Scoping Notice Notice of Action Official Notice lz Other Noise VAFAKCE. Other was mailed to each of the following addresses on 140i.1Zo f R. $Ru_ca rARRAR WP,j!-r• 4' AT- Peer. of 7�W�6►�r�1AT}� 1"1oo b1 stmt k4 t(6 3rd 5 'm- - v I\ °\li‘33- G11io. Name of Project, HIV :JlOT File Number L1 1 ' O� 1p$ MR. L W . CE if' & 5‘06 g 136 1-040-A, w gearg f :. '77AP1 AGRNPL DEZ 1522i 6kAmob BLVD. "i stS. uA w A c1cAct45 City of Tukwila John W. Rants, Mayor Department of Community Development Steve Lancaster, Director November 22, 1995 RE: L94 -0068 (Noise Variance Granted to the Washington State Department of Transportation for I -5 Construction) Dear Party of Record: The Washington State Department of Transportation (WSDOT) was granted a "technical noise variance" for 300 days, pursuant to TMC 8.22. This period would run between November 1994 to December, 1997, and conditions to approval were established. WSDOT has requested shifting the noise variance period to run from March, 1996 through November, 1998. No change in the substantive characteristics of the proposed action or mitigation is proposed. A review of WSDOT performance during current night construction activities on I -5 through Tukwila has not shown any noise complaints and WSDOT notice of activities has been superior. A revised approval, solely for the purpose of shifting the noise variance period, is being considered. This shifting would be legally embodied in an extension of the noise variance period only, per TMC 8.22.180(d). You are urged to submit comments on this proposed revision by December 6, 1995. Comments should be submitted to: Vernon Umetsu Tukwila Planning Division Suite 100 6300 Southcenter Blvd. Tukwila, WA 98188 You may also contact Vernon Umetsu at 431 -3684, or myself if you have any questions. Sincerely, Steve Lancaster Noise Ordinance Administrator 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 431-3665 . City of Tukwila John W. Rants, Mayor Department of Community Development Rick Beeler, Director City of Tukwila PUBLIC NOTICE Notice is hereby given that the City of Tukwila Noise Ordinance Administrator will be holding a public hearing at 7:00 p.m. on September 13, 1994 at the City of Tukwila Council Chambers located at 6200 Southcenter Blvd., to discuss the following: CASE NUMBER: L94 -0068: Noise Variance APPLICANT: Washington State Dept. of Transportation REQUEST: Variance from the Noise Ordinance for construction equipment to operate after 10:00 p.m. for approximately 300 nights from November 1994 to December 1997. LOCATION: Interstate 5 freeway. Persons wishing to comment on the above case may do so by written statement or by appearing at the public hearing. Information on the above case may be obtained at the Tukwila Planning Division at 431 -3670. The City encourages you to notify your neighbors and other persons you believe would be affected by the above item. Published: Distribution: Seattle Times August 31, 1994 and September 7, 1994 Mayor, City Clerk, Property Owners /Applicants, Adjacent Property Owners, File. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431-3670 • Fax (206) 4313665 . L • Legend SEAT S WATT S1 Sound Levels anticipated for impact and impulse type construction equipment ceasing at midnight. OTKIIO BOB ZINO • Al R1.. eeaultea.....rA Sound Level range anticipated for general construction equipment KOrtPO/dt ST S POtStI1T ST SEP 151994 �`f tVlV1 l.: • DEVELOPMEIV 1 SR 5 M.P. 158.32 GIN CONSTRUCTION -f S IOSTN 31 S1 S PAINT ICE St S t74TN Sl 3111 S • I2$1H ST Psd.artan UnOoraro.. S 134TH ST S 144TH S 1441H SI S 144TH S S ISSTN St S LOTH 3T SEATTLE- TACOMA INTERNATIONAL AIRPORT 170TH SEAT 4) f I11IT►[ IT construction equipment ceasing at midnight b LII tU Al PIII.D/ tarsi ONAL RT $ Vc$S1c11. ST 0TKt10 • • Sound Level range anticipated for general construction equipment Ctswsous 144\ E:� J SEP 1 5 19994 Uvwlivi:.. DEVELOPMEN I SR 5 M.P. 158.32 GIN CON T UCTION $ p$1H S1 51 5 PRINICS fl WWATT1i.,_C/L,.. axp 118 5 • 1211N 51 ►.G..1fkn Unoorcrcoss 51H S 17117H ST S 1441H S 1441H 51 S I44TH S S 1S1TN •fr SETH S MAN 71 S 160Th ST SEATTLE- TACOMA INTERNATIONAL AIRPORT 170TH 1 SEATAC S 176TH ST RMANDY SR 5 M.P. 152.26 END OF CONSTRUCTIOP s 11118 51 S 188TH ST n NT OW '�� ;! SEE 35MM .FILM MOWAT CONSTRUCTION COMPANY August 29, 1994 To: Residents along Interstate 5, 288th to Southcenter Re: PIERCE COUNTY TO TUKWILA STAGE IIB W.S.D.O.T. CONTRACT #4343 "ANTICIPATED INCREASED NIGHT -TIME WORK ON I -5" Ladies /Gentlemen; This letter is to provide you with an update on our project's progress. At this time, the high occupancy vehicle lane (HOV) construction is almost completed. Noise Wall shafts are complete, with the erection of precast wall segments ongoing. The next phase of construction is the refurbishment of the bridge decks and expansion joints at 288th, Military Road and the bridge near 178th Street. This work is scheduled to begin near September 7, 1994, continuing until completion (20 to 30 calendar days). Work will be accelerated to a 24 hour per day, 7 day work week pace, in order to minimize the impacts to motorists and the community. Thank you for your continued patience and understanding. The project will soon be completed with the benefits to be enjoyed by all. Sincerely, OWAT CONSTRUC Douglas Li Smi Senior Project Manager DLS /adm:305.MISC. c /c: W.S.D.O.T., Ingo Goller 570 Kirkland Way P.O. Box 2339 Kirkland, WA 98083 -2339 Phone: (206) 827 -7393 Fax: (206) 820 -3898 An equal opportunity employer • RECEIVED NB 3 11994 COMMUNITY DEVELOPMENT *TUKWILA MUNICIPAL CODE of any future changes; provided, that the administrator may grant exceptions to this subsection for good cause shown. A copy of the airport layout plan is at the office of the airport manager of Boeing Field /King County International Airport; (2) Sounds created by safety and protective devices, such as relief valves, where noise suppression would defeat the safety release intent of the device: (3) Sounds created by fire alarms; (4) Sounds created by emergency equipment and emergency work necessary in the interests of law enforcement or of the health, safety or welfare of the community; (5) Sounds originating from commercial agriculture, if the receiving property is located in a commercial or industrial district of the City; (6) Sounds created by auxiliary equipment on motor vehicles used for highway maintenance; (7) Sounds created by warning devices not operated continuously for more than five minutes per incident; (8) Sounds created by the operation of equipment or facilities of surface carriers engaged in commerce by railroad; (9) Sounds caused by natural phenomena. (Ord. 1468 § §1, 3, 1988; Ord. 1363 §1(part), 1985) 8.22.160 Sounds exempt during daytime hours. The following sounds are exempt from the provisions of this chapter between the hours of 7:00 a.m. and 10:00 p.m. on weekdays and between the hours of 7:00 a.m. and 10:00 p.m. on weekends: (1) Sounds created by bells, chimes, or carillons not operating for more than five minutes in any one hour; (2) Sounds originating from officially sanctioned parades and other public events; (3) Sounds originating from forest harvesting and from commercial agriculture, if the receiving property is located in a residential district of the City. The administrator is authorized to promulgate regulations which extend the hours during which this exemption shall be in effect to conform with operating laws designated by the Washington State Department of Natural Resources in directing an official fire closure; (4) Sounds created by construction equipment, including special construction vehicles, and emanating from temporary construction sites, if the receiving property is located in a residential district of the City; (5) Sounds created by the installation or repair of essential utility services; (6) Sounds created by powered equipment used in temporary or periodic maintenance or repair of residential property, including grounds and appurtenances, such as lawnmowers, powered hand tools. snow removal equipment, and composters. (Ord. 1363 §1(partl, 1985) 8.22.170 Sounds exempt from nighttime reduction. The following sounds are exempt from the provisions of subsection (a) of Section 8.22.050: (1) Sounds created by existing stationary equipment used in the conveyance of water by a utility; (2) Sounds created by existing electrical substations; (3) Sounds created by sources in industrial districts which, over the previous three years, have consistently operated in excess of 15 hours per day as a demonstrated routine or as a consequence of process necessity. Such exemption shall only extend five years after or from the date of initial complaint lodged with the City. Changes in working hours or activity which would increase the noise emitted under this exempton require the approval of the administrator. (Ord. 1363 §1(part), 1985) 8.22.180 Variance procedure. (a) Any person who owns or is in possession of any property or use, or any process or equipment, may apply to the administrator for relief from the requirements of this chapter or rules or regulations promulgated hereunder governing the quality, nature, duration or extent of discharge of noise. In a proper case, the variance may apply to all sources of a particular class or type. The application shall be accompanied by such information and data as the administrator may require. The administrator shall promulgate rules and regulations governing the application for and granting of such variances, including hearings and notice. (b) A variance or its renewal shall not be a right of the applicant or holder thereof, but shall be at the reasonable discretion of the administrator. (c) No variance shall be granted pursuant to this chapter until the administrator has considered the relative interests of the applicant, other owners or possessors or property likely to be affected by the noise, and the general public. A technical or economic variance may be granted only after a public hearing on due notice. The administratorr may grant a variance, if he finds that: (1) The noise occurring or proposed to occur .daes..not en• an:er • • . • • . • afe ; (2) The applicant demonstrates at the criteria required for a temporary, technical or economic variance under Section 8.22.190 are met. (d) Variances, except temporary variances, granted pursuant to this chapter may be renewed on terms and conditions and for periods which would be appropriate on the initial granting of a variance. No renewal shall be granted except on application made at least 60 days prior to the expiration of the variance. (e) Any person aggrieved by the denial, grant, or the terms and conditions on the grant of an application for a variance or renewal of a variance by the adminis- Page 8-18 Printed January 14, 1994 4 TITLE 8 — PUBLIC PEACE, MORALS AND SAFETY trator may appeal such decision to the board of adjust- ment under procedures contained in Section 8.22.290. (f) Any person or source granted a variance pursuant to the procedures of this section or on appeal shall be exempt from the maximum permissible sound levels established by this chapter to the extent provided in the variance. (Ord. 1363 §1(part), 1985) 8.22.190 Types of variances. (a) Temporary Variance — The administrator may grant a temporary variance, not to exceed 14 days, for any activity, use, process or equipment which the administrator determines, in accordance with rules and regulations, does not annoy a substantial number of the people and does not endanger public health or safety. (b) Technical Variance — A technical variance may be granted by the administrator on the grounds that there is not practical means know , or available for the adequate revention, abatement or contr9Lof —the noise_invoLv.eri. Any technical variance shall be sub - ject to the holder's taking of any alternative measures that the administrator may prescribe. The duration of each technical variance shall be until such practical means for prevention, abatement or control become known or available. The holder of a technical variance, as required by the administrator, shall make reports to the administrator detailing actions taken to develop a means of noise control or to reduce the noise involved and must relate these actions to pertinent current technology. (c) Economic Variance — An economic variance may be granted by the administrator on the grounds that compliance with the particular requirement or requirements from which the variance is sought will require the taking of measures which, because of their extent or cost, must be spread over a period of time. The duration of an economic variance shall be for a period not to exceed such reasonable time as is required in the view of the administrator for the taking of the necessary measures. An economic variance shall contain a timetable for the taking of action in an expeditious manner and shall be conditioned on adherence to the timetable. (Ord. 1363 § 1(part), 1985) 8.22.200 Authority of administrator. The administrator is authorized and directed to administer and enforce the provisions of this chapter; provided, that the Chief of Police is directed to enforce Sections 8.22.060 through 8.22.110, motor vehicle sound levels, and Section 8.22.130, public disturbance noises. Upon request by the administrator or the Chief of Police, all other City departments and divisions are authorized to assist them in enforcing this chapter. (Ord. 1363 §1(part), 1985) 8.22.210 Duties of administrator. The duties of the administrator shall include, but are not limited to: (1) Obtaining assistance from other appropriate City department and divisions; (2) Training field inspectors; (3) Acquiring measuring instruments and training inspectors in their calibration and use; (4) Promulgating and publishing rules and procedures in accordance with this chapter, to establish techniques for measuring or reducing noise and to provide for clarification, interpretation, and implementation of this chapter; (5) Investigating citizens' noise complaints; (6) Issuing orders for the reduction or elimina- tion of noise in accordance with Section 8.22.270; (7) Assisting citizens and City departments in evaluating and reducing the noise impact of their activities; (8) Assisting City planning officials in evaluating the noise component in planning and zoning actions; (9) Instituting a public education program on noise; (10) Reviewing at least every three years the provisions of this chapter and recommending revisions consistent with technology to reduce noise. (Ord. 1363 §1(part), 1985) 8.22.220 Measurement of sound. If the measurement of sound is made with a sound level meter, it shall be an instrument in good operating condition and shall meet the requirement for a Type I or Type II instrument, as described in American National Standards Institute Specifications, Section 1.4 -1971. If the measurements are made with other instruments, or assemblages of instruments, the procedure must be carried out in such manner that the overall accuracy shall be at least that called for in Section 1.4-1971 for Type II instruments. (Ord. 1363 §1(part), 1985) 8.22.230 Measurement — Technical correction. When the location, distance or technique prescribed in this chapter for measurement of sound is impractical or would yield misleading or inaccurate results, measurements shall be taken at other locations or distances using appropriate correction factors, as specified in the rules promulgated by the administrator. (Ord. 1363 §1(part), 1985) 8.22.240 Receiving properties within more than one district. Where a receiving property lies within more than one district, the maximum permissible sound level shall be determined by the district within which the measurement is made. (Ord. 1363 §1(part), 1985) Page $ Printed January 14, 1994 _.y 9 APR- 06 —'95 THU 07:49 ID:WSDOT FLR 5 Piostale Fax Note 7672 To VERNAN WI erui Location Fox 1 Comments Ctvy TuGwibt 43/ - 3 (,6 s T"onea *3/ - 3 ��,t 044 //tr)-1... G1 let I Mr. Rick Beeler Director of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Beeler: This letter is in response to your requestin projects in order to process the requested n analysis of the sound levels at the most aff Seven activities were identified in our Aug at night. These activities are as follows: and illumination, (2) bridge girder placem data stations, and other SC & DI equipm (5) placement and removal of construction on and off ramps, (7) removal and repla bridges. The anticipated noise level, meas in the August 19 submittal. In all locations noise levels will be of sho receivers closest to the activity. Receivers IST 1 TEL NO:206- 440 -4805 #867 P01 84- No. 01 Papas / Tel&WS Da 6rucer Ft. rr t .5 -V. 0. T Dept aura, T �¢O -i Destroy El R%urn Call br PkkcP From Y Location fiat 0 Disposition: Tmo 8;517 407 September 13, 1994 RECEIVED APR 0 6 1995 COrvirviuNi Fy DEVELOPMENT • SR 5 Tukwila Multiple Contract WO #s OL1220, OL1860, OL1861 Request for additional information for Technical Noise Variance additional information about our upcoming HOV ise variance. The following is a rudimentary :tcd residential receivers as you requested. ust 19 letter as requiring some of the work be done 1) installation and removal of signs, sign structures, t and widening, (3) installation of loop detectors, t, (4) replacement of bridge rail and bridge joints, traffic barrier, (6) removal and overlay pavement of ent of main line pavement, and overlay of five at 50 feet from these activities, was estimated ' - - -- -- - -- -- 1- -.,.1- 1r - - -.- 1......1.....11 J:... duration. The projected noise energy levels are for further from the activity will receive substantially :�1.44.1414 • L Al • 4.41 101,.C1VCIS L.IUbCal W UlC Ql.uvlly. AzuCivalU LUIUICt 1LNII1 uue dLUVILy W111 It=WWC SUDSWlUany lower noise levels. Noise levels will diminish with distance. A 6 dBA noise level drop off will occur with the doubling of distance from a noise source. For example, a noise level of 70 dBA measured at 50 feet would be 64 dBA at 100 feet, 58 dBA at 200 feet and 52 dBA at 400 feet. Sound also decreases if an objects interferes with the receivers line of sight to the noise source_ This attenuation depends on the relative elevations of the source and the receiver and the height and location of intervening objects. S. 188th St. to S. 178th St: The only night time construction work planned for this part of the operation are installation and removal of signs, sign structures, and illumination; bridge girder placement and widening; and ramp pavement removal and overlay. The highest noise levels source activity here is the bridge girder work. By the time this noise reaches the nearest receivers in Tukwila it would Again the highest sound level to the homes along Klickitat Drive and near Crystal Springs Park will be 75 dBA from grinding and jack hammering on pavement at the various ramp and mainline . locations within the Tukwila Interchange. As mentioned, the contractor will be required to cease this activity at midnight. Other construction activity will range from 57 dBA for sign bridge work, to 67 dBA for nearby paving operation on the on ramp from SR 518 to 1 -5 north. S. 154th St. to S. 144th St. Because of its proximity to the Tukwila Interchange, this section also may be affected by all seven construction activities which will be distributed over Two contracts. Two neighborhoods were analyzed on the west side of 1 -5, north and south of S. 151st Street. This section on the east side of I -5 was also divided into two neighborhoods north and south of S. 150th Street. On the east side of I -5, along Macadam Rd. S., between Southcenter Blvd. and S. 150th Street, three construction activities will produce the most noise: replacement of bridge rail and bridge joints, removal and overlay pavement of on and off ramps, and removal and overlay of the bridge to 1-5 from eastbound SR 518 over 154th Street, however the contractor will be required to cease its noisiest activities at midnight. The residents most affected by all three of these activities are second and third story receivers in the high density residential area along Macadam Road S., in the North east quadrant of the Tukwila Interchange. Sound levels from these activities are anticipated to be 77 dBA, for the bridge . rail and bridge joint work to 86 dBA, for the removal and overlay of the 1 -5 northbound on • APR- 06 -'95 THU 07:50 ID:IJSDOT FLR 5 DIST 1 TEL NO:206- 440 -4805 #867 P02 September 13, 1994 Page 3 ramp along Macadams Rd. S. The other construction activities that will affect these receivers will have sound levels ranging from 66 dBA for the nearest mainline paving operation to 78 dBA to the nearest SC & DI work requiring pavement saw cutting. The west side neighborhood is predominately to commercial activities, however in field analysis showed that some residential properties were present. Sound levels calculated to the nearest of these residential properties from the three noisiest activities are 77 to 71 dBA. Sound levels from the other construction activities are anticipated to range from 64 dBA for the paving of the Southcenter Blvd. to northbound I -5 ramp to 71 dBA for the.sawcutting of loop detectors on the southbound mainline of I -5. Night construction activities for the neighborhood north of S. 150th Street on the east side of I -5 will be limited to the installation and removal of signs, sign structures, and illumination; the installation of loop detectors, data stations, and other SC & DI work; and removal and pavement overlay of the I -5 on ramp northbound from westbound Southcenter Blvd. The latter issuing the highest sound level from the jackhammer and grinder activities which as explained earlier will be mitigated by requiring the contractor to cease these operations at midnight. The sound level will be 82 dBA to the nearest receiver in the south end of this neighborhood. The remaining construction activities will have sound levels between 66 and 71 dBA. All work near this neighborhood will be of very short duration. The neighborhood on the west side of I -5 between S. 151st and 144th Streets will be affected by the same night construction activities. The highest sound levels emitted by the jackhammer and grinder operations will be 80 dBA which will cease at midnight. The other construction activities will produce sound levels of between 76 and 67 dBA. S. 144th St. to Interurban Ave. S./Foster Interchange The north end of the two neighborhoods between S. 144th Street and Interurban Avenue S. will be affected by all seven construction activities. Many of the activities that will occur within the Interurban Ave./Foster Interchange will be divided between two separate contracts. The south end of these two neighborhoods will be primarily exposed only to the sawcutting of the SC & DI loops near the S. 144th St. undercrossing. The north end of these two neighborhoods are•zoned commercial /industrial with narrow band of residential on the east side, and resident zoning beginning at 48th Avenue S. on the west side of 1 -5. On the east side of 1 -5 south of S. 142nd Street the homes will experience 75 dBA from the sawcutting operation, the only night construction activity that may affect these residents. North of S. 142nd Street more of the resident in this neighborhood will be exposed to more of the construction activities as they approach the Foster Interchange. The resident perched on a hill overlooking the interchange will be exposed to the highest noise levels of 84 dBA during the bridge rail replacement activity. These noise levels will be from chipping hammer operations which will be mitigated by requiring the activity cease at midnight. The other construction activities will attain sound levels of between 64 dBA for a more distant paving operation to 72 dBA for moving construction barrier near this highly exposed receiver. Elevations drop quickly for nearby residential receiver on the west side of 1 -5, while second or third row receivers climb in elevation to highway level or higher. This .condition would allow some of the second and third row receivers a higher sound level than some of the shielded first row receivers who are benefiting from the top of cut at the I -5 shoulder. One receiver at the end of APR-06-'95 THU 07:51 ID:LJSDOT FLR 5 DIST 1 TEL ND:206 -440 -4805 #867 P03 September 13, 1994 Page 4 S. 138th St. is open to unshielded construction sounds, especially from the pavement removal and overlay on the eastbound SR 599 ramps to southbound I -5. The highest levels here will be 85 dBA from the grinding and jackhammer work that will cease at midnight. The other construction activities will produce sound Ievels between 70 and 80 dBA. Interurban Ave. S. to SR 900 Interchange, Bridge No. 900/13 W Again the neighborhoods between Interurban Avenue S. and the southern most ramps to Martin Luther King Junior Way S., SR 900 will be exposed to all seven night time construction activities. Two residential communities were identified as influenced by these construction activities; on the east side of I -5, between the ox bow in the Duwamish River; and on the west side of the Burlington Northern and Union Pacific Railroad west of the heavy industrial area. The east side neighborhood is some feet below the I -5 road way and is partially shielded by the shielded by the shoulder. Sound levels from the worse case construction activity that will be mitigated by ceasing at midnight is anticipated to be 78 dBA to homes west of 56th Avenue S. Other construction activities will produce sound levels between 63 and 69 decibels. The mitigated jackhammer and, grinder construction activity will produce 69 dBA sound levels at the nearest 51st Place S. residents, west of I -5. The other construction actives will produce between 57 and 64 dBA at the 51st Place receiver. SR 900 Interchange to S. Boeing Access Rd. Six of the seven construction activities listed at the beginning of this report will affect residents in this section. Bridge girder placement and bridge widening will not contribute more than the 45 dBA limitation required by the Tukwila noise ordinance. Three small neighborhoods on the east side of I -5 and two neighborhood on the west were analyzed for possible construction noise disturbance. That part of S. Wallace St. that is within the city of Tukwila will be have an unobstructed view of the construction activities. Sound levels from the impact/impulse type construction noise are anticipated to be 82 dBA but will be mitigated by ceasing at midnight. This is about the same as the highest other construction activity in front of this neighborhood for cutting loop detectors for the SC & DI work. other construction activity will range from 63 dBA for installation of sign bridges to 66 dBA for the paving operation. Another small area affected will be the V shaped neighborhood formed by the intersection of S. 114th Street and 49th Avenue S. The household nearest to the construction work will have as sound level of 67 dBA when it is possible for the contractor to use impact impulse type equipment. Other construction activities will produce between 55 and 66 dBA here. The third neighborhood on the east side of 1 -5 is shielded by dense vegetation for the most part. The sound levels along 47th Avenue South will be 62 dBA during the mitigated construction activities. The remaining construction activities will produce 52 to 56 dB in this east side neighborhood. Three to five decibels of shielding will be helping to reduce construction noise west of the industrial area on the west side of I -5. Sound levels along the first row of houses along 44th Ave S. and 44th Place S are anticipated to reach 71 dBA during the mitigated grinding and jack hammering operations. The other construction noise levels will fall between 57 dBA for paving and 66 dBA for sawcutting loops. Another neighborhood on the, west side of 1 -5 is situated on a hill overlooking I -5, north of 116th Avenue S. This neighborhood will experience as much some shielding due to vegetation and the intervening commercial property. Construction noise will • APR- 06 -'95 THU 07:51 ID:WSDOT FLR 5 DIST 1 TEL NO:206 -440 -4805 September 13, 1994 Page 5 briefly be 69 dBA for jack hammering which we will culminate at midnight. Other construction activities will be between 58 and 62 dBA for this neighborhood. #867 PO4 Should any questions arise, please contact Larry Magnoni at 440 -4542 or Martin Palmer at 440 -4643. LM cc: file S. Everett C. Arnold R. Arnold J. Scanlon MS 135 MS 58 MS 62 MS 51 Sincerely, Dale Morimoto Environmental Program Manager APR- 06 -'95 THU 07:52 ID:WSDOT FLR 5 DIST 1 TEL NO:206- 440 -4805 #867 P05 SEAT E • nt 11 Sound Levels anticipated for impact and impulse type construction equipment ceasing at midnight Sound Laval range anticipated for general construction equipment SR 5 M.P 1 11 uI. .n 9:45'911 /O :p.: Pfrt 5/\ S Trf,4-.),/4 r . L ,: tG4/e /M l SC Gl- �7GA• 2 8-/-9s' c- Ai/ 6-i 77,m" coA2s rRue77 et/0 NDi.s . mow/ rdleiA/G- 6U, S. D. D. 7 ALdu sr /c /9c itisfix--4, -1/2 L3t.lcc. /max /"P/" t, / {s Cd 'r2 -cr0,e : tit OW4¢r RECEIVES C0/1/r2A-crr.2 /= A4/1A/ ....Z'n -aa/2 AUG 0 8 1995 /11E7 4-g : / CAS Ai, S. O. TUKWILA PUBLIC WORKS N. w',vo D - 4 /'//60/ /r1 /,CEO ezeieo7 i AVAY 9`t P44e/4/4- 5"/ R404-47 s D/U ,/1406-43 ch2 s' g / s�S2S- s f C O N E g d e t W W / O N / 9 c r / I / / r ( e r g E r t s d 2 4 C i t i a t w/rE-- ags. prevtously u►n ineata, eel V u,,i, ) f- PFM46- /}C Z's- /Oa re'' C fjelEr 3.e IG1 6 izh '= 7' cfrifes1 4g/"V16- iffc 6/r 25`o roA/ c.e 4A/4 �salt�si e /2 /z ' = 73/0,f657,1 efECaidiC CoiV m c.Ic T/d / ,�'20a uct Dim`= 4/ -1;.`,!- A. -11N2- ` 76 y a/QA 6'4'= 7 e, 4/V4.4v s/ 7Z L /TZ SL 4000 0/Z3EZ h/6-7f7- P1.&JT #7S/ 1 -d.17,4 0"41/4/' 77 1714. • S ' i 2 s i u lao 4.A -re Luc / �c � C tv!-- �- /8:31ei=? // •' 07rni CD c./ec44h»2 S rEF4 S $ .3 deAr @ zg 32 d64 ?sa ` SPEOPED VAi2 O - sce 1 Co' te r-2u c Teti 4 7-iv/ T/ 3 Gova /s4Ele/v/98 ,t ( /2E-4e vs72 5i ) ,F/IDrYI /,J0e/E�T' n/0/ SE Lz c/EGS Gam' Z - G ` 044. • T.23N. R4E. W.M. BEGIN ASPHALT CONC. PAVEMENT OVERLAY OL 24 +45.17 (68.42' LT) CONTINUE 100 :1 PAVEMENT END CIP CONC. BARRIER TY BEGIN PRECAST CONC. BARI JOG PAVEMENT S8 2630+18.68 (42.69' LT TO 46.69' LT) (SEE DETAIL SHEET AS1) • • i BEGIN ASPHALT CONC. PAVEMENT OVERLAY DL 24 +71.41 (21.61' RT) CONTINUE 100:1 PAVEMENT TAPER BEGIN CIP CONC. BARRIER TYPE 4A MODIFIED CONNECT CONC. BARRIER T• ARRI R :RI SB 2630 +01.68 42.52' LT (SEE DETAIL SHEET AS1) N n HAIN NK F N TYPE 1 INT 120 +10 U N 10 2625 N END CIP CONC. STEPPED BARF BEGIN CIP CONC. STEPPED BA HOV 130+10 (10.00' RT) - v- s8 BEGIN_CI.E' CONC. STEPPED TYPE ='•► TO BRIDGE BARRIER- SEi (49. 630PERMANEN MPACT ATTENUATOR TO BRIDGE BARRIER IN HAIN INK F N 125 INT 121+ BEGIN CEMENT CONC. BARRIER CURB AND GUTTER I N PAV T DR 24 +72.57 (69.81' LT (SEE DETAIL SHEET PV13 END CEMENT CONC. BARRIER CURB AND GUTTER BEGIN BEAM GUARDRAIL TYPE 1 • -/ - -,/ • /• OR 25 +00 i i 7 . •. �' EXIST. CEM. CO C. I� PAV'T W AC 0 :RLA`A CEMENT CONCH I f SIDEWALK 0.35 FT( SECTION ASE I IBCT1 ANGLE PT ///1LL/i// %1/1//// 2630 1 1••• P Prlallr4;4 END GUARD BEAM TYPE I. CAS I N R 28.00 ENO CIP CON`C. D BARRIER TYPE 4A MODIFI BEGIN PRECAST CONC. BARRIER TYPE 2 • PAV M NT WIDTH NB 2629 +32.11 (42.75' RT TO 46.75' R (SEE DETAIL SHEET AS1)' • PAV NT TAP R DR 25 +56.07 = y 16.00' LT) ),.r %,�°"� R =86.0 OR 24 +44.80 (24.29' LT) CEMENT CONC. SIDEWALK 0.35 FT SECTION (_ BEGIN ID- ACIM -STPF- 005 - 3(821) UNIT 2 BEGIN PROJECT STA. NB 2627 +51.75 P.O.C. M P 155.98 CONC. SLOPE PROTECTION BRIDGE 1 FROM STATION - TO STATION NOTES 5/525.5 W 1 SS. 2624e.60 LT 6 + ■ Se 2626 +69 * LT TO THE SACK OF THE EXISTING RETAINING WAIL 5/011- I S8 2629a66 * LT SB 2629 +90.60 LT FROM THE SACK OF THE EXISTTNG RETAINING WALL 5/525.5 HOV HOV 126 +90.25 HOV 127 +40 * UNDER ENTIRE WIDTH OF THE BRIDGE TO THE BACK OF THE EXISITNG RETAINING WALL 5/525.5 HOV HOV 126+20 t HOV 126 +41.09 UNDER ENTIRE WIDTH OF BRIDGE FROM THE BACK OF THE EXISTNG RETAINING WALL 5/525.5 E NO 2627+57 RT NB 2626x02 t RT TO THE BACK OF THE EXISTING RETAINING WALL 5/525.5 E NB 2628 +69 * RT NB 2629 +10.75 RT FROM BACK THE BACK OF THE EXISTING RETAINING WALL BEGIN CEMENT CONC. BARRIER CURB AND GUTTER. MATCH TO EXIST. CURB AND CUTTER OR 24 +66.54 (39.09' RT) 0 50 100 SCALE IN FEET TYPEEND PRECAST 2 CONI BEGIN CIP CONC. BARRIER TYPE 2A OR 25 +27 END CEMENT CONC. BARRIER CURB AND GUTTER BEGIN PRECAST CONC. BARRIER WITH A TERMINAL SECTION DR 25 +00 (20.00' RT) Orr'i o• QJ sp 0 BEGIN CHAIN LINK FENCE TYPE 1 :STATE I TED. AID PROD. NOOI ' I •'•;.1 I ♦. • ea V.% I 1 /1P1. .f••. .T N4• • • ••• • 1 \I. R4E. W.M. IuW L:/IJ ou.a BEGIN ASPHALT CONC. PAV M NT •V Y DL 24 +71.41 :ONTINUE 100:1 PAVEMENT TAPER 3EGIN CIP CONC. BARRIER TYPE 4A MODIFIED :ONNECT CONC. BARRIER ARRI RI G iB 2630 +01.68 (42.52' LT) ;SEE DETAIL SHEET AS1) 'N CHAIN NK F' N TYPE 1 NT 120 +10 BEGIN ASPHALT CONC. PAVEMENT OVERLAY DL 24 +45.17 (68.42' LT) CONTINUE 100:1 PAVEMENT TAPER ENO CIP CONC. BARRIER TYPE 4A MODIFIED BEGIN PRECAST CONC. BARRIER TYPE 2 PAV M T 58 2630+18.68 (42.69' LT TO 46.69' LT) (SEE DETAIL SHEET AS1) STA 120.01 BEGIN CEMENT CONC. SIDEWALK AND ASPHALT CONC. PAVEMENT SEE DETAIL SHEET PVI3 IN 1,. 1 SB 2628 +43.94 (40.94' LT) END CIP CONC. STEPPED BARRI GIN CIP CONC ST PP D =ARRI ' - SB GIN_C1e CONC. STEPPED TYPE!': — BRIDGE BARRIER - - CIP CONC. BA RIDGE BARRIER 'GIN HAIN INK T 121 /E."1 HO_ v -- •630PERMANEN MPACT EXIST ATTENUATOR EM CONC. ct PAV'T T CONC. BARRIER JTTER 'AV NT (69.81' LT) SHEET PV13) BARRIER EXIST. CEM. CO PAV'T W /,AC 0 CEMENT CONCt SIDEWALK 0.35 FT( SECTION RAIL TYPE 1 DR 24 +44.80 (24.29' LT) CEMENT CONC. SIDEWALK 0.35 FT SECTION F� .4,, , END BEAM DUARDRAIL TYPF I _CAE 1 (BTC) On N END CIP CONC BARRIER TYPE 4A MODIFIED TO BEGIN PRECAST CONC. BARRIER TYPE 2 J. PAV M NT WIDTH N8 2629 +32.11 (42.75' RT TO 46.75' RT7✓!% (SEE DETAIL SHEET AS 1)' ��- t/ ,"%‹. PAVEMENT TAPER -., DR 25+56.07 = �i /i'' 16.DD' LT) lr' `�.. . ,)/ '.�% :GAR =86.0' l!r'. .;. lJ..�1f�!'" BEGIN CEMENT CONC. BARRIER CURB AND GUTTER. MATCH TO EXIST. CURB AND GUTTER DR 24 +66.54 (39.09' RT) 0 50 100 SCALE IN FEET END PRECAST CONC. BARRIE TYPE 2 BEGIN CIP CONC. STEPPED BARRIER TYPE 2A DR 25 +27 END CEMENT CONC. BARRIER CURB AND GUTTER BEGIN PRECAST CONC. BARRIER TYPE 2 WITH A TERMINAL SECTION DR 25 +00 (20.00' RT) ' O ' ff, x Ilo• Jsr c BEGIN CHAIN LINK FENCE TYPE 1 O co N 0] W c =x =x == t:ur:10 Inman 000000 o0 0 0 LEGEND EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER UMITED ACCESS R/W TURNBACK UNE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL 8, 0.60' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.15' OVERLAY ASPHALT CONC. PAVEMENT CL 8, 0.75' SECTION CONC. CL. 4000 FOR BRIDGE APPROACH SLAB ASPHALT CONC. PAVEMENT CL. 8, 0.15' SECTION CEMENT CONC. PAVEMENT — SPECIAL NOTES; 1. SEE SHEETS AS1 FOR DETAILS ON PAVEMENT JOG AND CONC. BARRIERS AT APPROACH SLABS. 2. FOR MODIFIED CONCRETE BARRIER CONSTRUCTION DETAILS SEE SHEETS PV13, PV14, PV15 AND PV16, 3. FOR INT /DR UNE INTERSECTION DETAIL SEE SHEET PV17 4. BEAM GUARDRAIL, TYPE 1, BREAKAWAY, CABLE TERMINAL (BCT) BETWEEN STA. OR 25 +00 AND DR 28 +00. 5. PROVIDE CONC. SLOPE PROTECTION UNDER THE NEW AND WIDENED BRIDGES OVER INTERURBAN AVENUE. SEE THE SPECIAL PROVISION AND THE TABLE BELOW FOR DETAILS. 6. CIP MEANS CAST—IN--PLACE c- fs43 fft (COWS r/rf/N nnnnn 11 nnr r nn. or-. ET' 111 • ^.. . C-4543 4.12.40° siihr- ATKINSON CONSTRUCTION COMPANY SR 5 Tukwila to Lucile St. HOV — Stage TKL 1✓ , ,4u, rrr Activity r $ i zg 3 30 / / I t 3 etc I G i , I t f S i io I l" I /z I/ ' ' F k= ... M M T; W Th ! F M I T i W I Th I F I :. �•p, :.... ` `.: 'TEMP c . .. .......... ' t : r� t ::::: • '' •': • . ru".✓ is ::i: ' :•:.: / / /Y G t ::: : : :: i:i : ::i : ' / �. CO � t : /'/r t i ...::::: ........... EM:.::.:-..., ......:::: CLk-3G : :r' : :: .: C Gl'17- C olizV (.44/170‘ r."4-7;-7 ',Alt -. A.1.lEfe s /51•44 ` r _=?tL f. 4r/T' / 4M -' :.x:. . r .:•.•:•:•:•:•:•:•:•:. 3 WEEK SCHEDULE #7 By: Sk/ Date: 7/27/1r : ek 1 .s" ; I I i I 5 I /0 I It I ,z- I /a . , /f4 I /r i /4 : /,2 ! /i ! / uomments i Th ! F - MITiWIThIF 1:: ...... M:T:W1ThiF .:,, 4q2- 7 -Sektivice._ #a•' , .: ja ...... , .;.4. . E - /5711F ..Co r .:S/2.. . . t/AfL • 1 I . • , - - - -0110X-:::::::::::::::::;::. / . . 4- G znorogair .ar- trrins E it. or AgiV/p . .• ; . 1 , . , . . , ::::::::::::::::::::: • • • • • . • • , ,4,,age4 . 1...:;i:.:.::i;::::::: , :::::::: • • • • • " - • ' • 4"49 I, Ar-.. , . . ; : mew i ryit. ., .. . . ,t 7-z■ /IN, S21.r:::::::. :- . . . / 1 rl, - 5..( 0,41414/ - 17,/z To fi 0 k r _c_?S. E:.::::;:;:: • :iiiii■PM1.2_,.#Ail /.44-0 Z .0 y -I :•:-•-•:•:•:•:• 6-At&04,,/,e.. ..5-,3 s"— s" 41/ •:::::::::::::::::::: . -:-:: • 55 0 611,Vik -5-2*.s" - — -'r-/ : ••.:•:•:•:•:.:•:•:•:. -:: . . : :::.:-:-:.:.:::.•-• . . • ::::::::•••• • E:::• • ... /7.L.,,i rzompli:::::: • • •D ,r4"/ •E? 4 Cee,4y -pr , . , i•:•:•:•:•:•: ..... ......... ; I :i:::::::::„ . , • • • •.:::::- ..... „..... . .:•:•:•:•:•:•: , ........•:::::::::•: 1 , • . ; . , . ,...:•:•:::•:„ , p.•:•:•:•:•:. . , . 1 2/k7Z e....zZ .._57171,,e,5 • ................., ,:.x.,....x..:„%.„: .13,Xia..-4 .5-.1.A01-,r4 t •: • : • :;: :•: : : .. .: .• :: .• .: p ::: , ! i : , . . ;::;:i*i*:.:;:l:E:.::, 1 i..K:if:::.*.K:::;:Ei:::;:;:::;:K:;:i..i: • . ! , • • . , . • M ,:-:.::::::::::::::il I I 1 . :-:: . : . . . v I tii:::ii::::::::iiiiii . , I , I • mootairii. cey.rizfe .$ A feL-..f‘ • . i , I p I • • . 1 :x.y.... • 1 , I A-Star. , . . . i 1 . . . -.- I • • • • • i r....:.:.:.:::::::::::::-. • :•:::::::i:iiii:::::.:.: . 1::::::::::::::i:iiiiii:::::::::ii:::::::::.: ! • • . . : • . • , . :-::::::::::::::::::: :::;:;:::::::::;::::: ,...%,..% , . . ; i 1 i • . ; . . . ! . . . . . . ATKINSON CONSTRUCTION COMPANY SR 5 Tukwila to Lucile St. HOV — Stage TRRFFIC CONTIQOt. SC HE OULE Activity ' % /2& i 7/29 7 7 /3v i 743/ lab i8/2 ■8 /'3 !8 /v i8S e e94 !8h 18 /a i 94 i1/4 18/// I a /e B B/ f F f:: s s -x, M 1 T 1 W 1 Th 1 F 1:::::. - = •:::.' M i T; W; Th i F P L; L /fA SrREEr 8Rl O E ; • • ; ;Su6 i. 1 1, f. :� ......... • i i E i : E ?: S : f t SO MTN - S SIDE 1 1 Ei:: :- :' =: ! t • e t.. • e: : :t: • • iii IN . / O i i s � ' t .5116 t �:�� -:�: : :� :;: = = t:�:�::::: x�f:::�:�:: b 5C 4 r t ti: t:. _ i • 1 r. f •4�4 ' ' ''}(I: -1:4 • •444 - f • / / .• I' t =: :r• G t-: 5 : :r• ii iii i 1 i i:: } } 1 1 € t: :: # €: # , , : c: : :f: F :k • ./ r 1 :: u ice , D . . : : #:�' "'=' 1 , } }r , , i i 't' t:: £ £ 1�: 1 I : :•r:• # [ i i i # ' t t' WSDOT - 10 Orig. L. Close B. Ogle S. Watson B. Conklin (3) M. Rohila S. Gliedman Dee /Jim (2) f9'l�'FI C CO/V 7-RO`. SC //E_ DUL E 3 WEEK SCHEDULE By: LL Date: 7/28/4s- `t \ \‘ 1; 1. '1 l E i8/5 i 8 y ; 8- I &/G ! a� leg ; 8 /y' 18/0 i 8 /i/ i B //z I t7is 18 /v i 6/�s 157/4 16/ 7 8 //8 : Comments J j Th I F : 5 = M i T P W I Th F 6 ! ! E_ ........ 1 NM6 #r s reO E r L "WE et osu�e SouT7f S /OE 1 E:: =:; ; 1 h'P T/f! 6 /05 ; E' :........ ''.......... c ::.................... I E f ` ' • `= : NcC D - R - ;o rrSrliacis# is • E = ::y • ■ E ` ! IM A,7- r s yS rE,vt t :. :.�,: 1 :; I E: : f i ,•. se.6 '...... � _ .... 3........ is :: ! ; t • : I: c' . 1 `' 1 SHucoEQ GLa5a,IE 8iAl-SPM • . 9� B • : is k ::::..:15 uG ; i E :�: STABc s,v / =ic r • =:? = :: ' - E ✓✓g , N8 ,'18 ;NB ! : =:::: ; 5 g j 5B ' 58 i 53 -�: . ' .:� i SHout.cER Cc.Su.._, : - : :... :.................... ::` :�: :... TCP 2 FLAGGO� -(2/9 Y • - - - -- - - E : :......... ..... ? • :. TC P 3 L EFr LANE CLOS[i,t E C, AenoLci INCLUDE MAIL STOPS JUL `199," Y DEVL.7...OPMENT 0-P To uo(' L_ Vexz.,c\c‘n 0 me-t--&-k-- I HRTql cdrErk 'To Provide Faster Service at Lower Cost" FILE # CLKore--1 PRIEEpASE p( BY: r--1 NO REPLY 1.--1 REQUIRED °,4,4e1 -1-facfted • 15.. q-Kre - stheotu ,1,61,L1 Z1 ) .Y.ku4 easQ, e_taSa . „Aeit.LI,C1(1. ......, i IGNATU E N . . . . PHONON°. DATE .71 r 9S- SIGNATURE PHONE NO. DATE • FORM S.F. 1 (5/92) ORIGINATOR: SEND WHITE AND YELLOW COPIES TO RECIPIENT RECIPIENT: RETURN YELLOW COPY IF A REPLY IS NECESSARY. rATKINSON CONSTRUCTION COMPANY SR 5 Tukwila to Lucile St. HOV — Stage 3 3 WEEK SCHEDULE ,40.,,s By: ..s•kv Date: 7/20/ste #4441.01- 1.-•• •._) • ',. 1 • , Zi 1 21 go / 2 3 $1= 1 r G " 1 10 1 61 1 /2- 1 Comments v Th F -.......•.• • ::00:.:: RE M T /1.Wr.72., W 7 AO Th 11 F • ••••••••• .---- ::::-:-:-,:::-:-...-:: :::::::::::::::::::: .... „ MITIWIThIF '3'.......4t.... • si - /7 L. spie .:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.11=d1 .:.:.:.:.:.:.:.:.:.:. - - - . - • ....:.:.:.:.:.:.:.:.:. 1 1 MIIIIIIIMIIIIIIIIIIIIIII:::':::'::::::::* ::::::::::::::::::::. -,....,:.:.:.:.:.:.:.: :.:.:„:.:•.:.:.:.:•.:. .:.: ffl I,- ......:•:•:-.....:•:•: ::.....•:•:•:•:•:••:•:. .::::•::::::::::::::: . '... •4•••• 'IF . :,........;•:•:•77:•:•:•: .:..:::::::::•:;•:•:••:. :•••:•:e•:•:::::::: .. (N /Or • r ::::.• • • • • • • • ..............M111111111116111 ...•:•:•:•:•:•:•:•:•: MEI. • , •ri ,AFTL47 1 ........:•.•.•:•:•:•:•• ..................... ........:%."...11111r11•..,_. 4M8M1111"." A3M:740111111111.::::::::::::::::::::: •••••••••••"*". :•:•:•:•:•:•:•:•:•.• .171 .•• 011 IlF4 artilL, r :•:•:•:•:•:•:•:•:•:•:• •:•:•:•:•:•:•:•:•:•:. •:•:•:•••.....•:•:•:•*. :•:•:•:•:•:•::::.:.: - -11.F.' ••-_i_rW.APrrinIMINE . . . . , Ji • • • IZIIII :•:•:•:•:•:::•::::::: .4411r1 .111111111.111=1.110 11r1.7a../..Z1,,e2nr • - ririfsor :•:•:•:•:•:•:•:•:•:•: •:•:•:•:•:•:•:•:•:-. •:•:•......•.:■.:-:. ....:•:•:•:::::::::: :•:•:•:•:•:•:•:•:•:• •:::••:•:•:•:•:•••:•:•: ........:•:•:•:••:•:•:. . . • ••- • , • , 7••:•:•:•:•..........6. .:::::::::::M: .....•:••:•:•:•:•• •• .. . .: :::::::::::::::: 1 0 / v .041 .111=11111= -::::::::::::::::::: ::::::::::::::•::::: 'DAM ' ' ' .-... •:•:•:•:•:•:•:•:•:•:. :::•:•:•:•:•:•:•:•: :•:•:-;•:••••:•:•:•; •:.:•:•:•:::::::::::- ; :::::-::::::::::::: SW.110 Mill ii::::::::::::::::::: '7rA, dgrce Mr..,-1111=. 1 .-::%:::%:;a:•:':::'.-::l:'.•::'.:-MIIIIMIMII=mmsmill Afoorliar___ 1 . • -:-:-:-:-:-:-:-:-:-: ::::-- ::: :• :.:: :-• :: :-• ::: :-• :: ::::-::: :- 1Il..l ... !1A.P1...111111111:::-:-::•:.::-::--:::::::-.:::-:-::::-::--::::-:-::::::-::-:•-:::::::--:-::::-:-;-:::::-:;•:-:::: i • - , ... ' -• -:.: ::- -• ::-• -:: ::• -: : : " :- 111r, 1w;177o 11, - : • 1 . i M111.1111111111111 , Ma% •:-:-:•:.:.:.:.:::.:. WiMmitizalloriwixt.emisis :::::::::::::::::..-"w77,3■0 . i0K,. 41,Zeig',4r—, • :::.:.:.:.:.:.:.:.: .x.x...:-:.:.:-:.: :•:•:•:•:•:•:•:•:•:.: •:•:•:•:•:•:•:•:•:•: 2•_ ••••• .4/ -;,A - . • - ,/ :MM :::::::::::::*::::. • • 0.•:•:•:•:::•:•:•:. *::•:•:•:•:•:•:•:•:•: •:•:•:•:•:•:•:•:•:•:. :•:•:•:•:•:•:•:•:•:. •:•:•:•:•:•:•:•:•:•: :•:•:•:•:•:•:•:•:•:• IIIIM/ 1,14 • ••••••••••-•-•-••••• "•::::-:•:•:•:•:•:. ::•:::::::::::::::: I : : : :: :::: :: : : : : : : .• : ...• K::%K::%:::.::.::%:MIIIIIIIIMMI ::•:•:•:•:••::::•:.: .::•:•:•:•:•.-:•:•:- •.•:•:-:•:-:•:•:•:-: ::::::::::::::::::::• •:•:•:•:•:•:•:•:•:•:• :•••••-•:•:•:•:•:•:•: :::::::::::::::::::• :•:•:•:•:•:•:•:•:•:• •:-:•:•:•:•:•:•:•:: ::•:•:•:-:•:•:-:•:. :::::::::: ......0.-rnee, •:•:•:-:•:•:•:•:•:: , . I i:::•:•:::::::::::•:• ....,:•:k:•:•:•:•:-. 07::•:•:•:•:•:•:•:•: :::•:::•:::::::•:•:: ' :•:•:•:•:•:•:•:::::: • . I _V JAW :.:•:-:•:-:-:•:.:.:.. •:-.:•:•:.:•:-:•:-:.: :-:-:-:•:•:::.:•:•: . I a, ! i/e1.,D 4-•zr xtv-e Ar ,o.es-F ..:.:.:.:.:.:.:.:.: . ... :.:.:.:.:.:.:.:.:.:. ... ... 1 I I K.:.:.:.:.:.:.:.:. .:.:.:.:.:.:.:.:.:.: . 1 { , - .:.:.:.:.:.:.:.:.:.: :::::: •• - • •• . :.:.:.:.:.:.:.:.:::: :::::::::.. I , I 1 ::::::::::::::::::: • : ,„,,... ,.„.....,,.., 1 . i 1 i . I . .........x.......:.: :::.::.:.:.:.:.:.:.. I I I I .:.:.:.:.:.:.:.:.:.: • •• • /2t (` 2•// d42 A-y-edec/ A b Pic-el 44- Gtroi pr Oje d /.11 /7/ Cke-7, t);7p-e- c,747 ea Al/ $g441/ 7/1-e fro e 720 -30do 04-0, iLvd47 M-„4" it) fredet`o a4,47 ‘Co ?a/-e'10/ 4744 e /7.14-72 56-71,ai,v4v w-e-et.5" Pvat:e b4)W vin4 Iv a/0;42 Sehddoe 40 74 2e--6e7i-tx 46/4,1d 64, Gt-e.7%?7261 07 412219-07/ /// 21-€ Bruce R Farrar Acoustical and Air Quality Engineer Design Leader EiNT Washington State Department of Transportation Jr Northwest Region 15700 Dayton Avenue North, MS 138 PO Box 330310 Seattle, WA 98133-9710 206-440-4546 Fax 206-440-4805 Contract 4621 TUKWILA TO LUCILE HOV & SC & DI STAGE 3 EQUIPMENT NOISE LEVEL COMPLIANCE MEASUREMENTS 6/30/95 Meter: B & K 2225 Calibrated: Yes Speed: Slow Weather: 730 Sunny, Calm State Acoustical Inspector: Bruce Farrar Main Contractor: Guy F. Atkinson City Of Tukwila Specified Noise Limit: 88 dBA @ 50' Location: 1st Avenue S. Bridge Proiect • Komatsu PC 300 Tracked Excavator # M 838 86 dBA @ 25' = 80 dba @ 50' • Caterpillar D6D Front Loader # UM 998 93 dBA @ 25' = 87 dBA @ 50' • P & H Crane 90 Ton 790 TC # 12833 90 dBA @ 25' = 84 dBA @, 50' • Homelite Hy Cycle Generator 90 dBA @ 6 -1/4' = 72 dBA 2 50' • White GMC Schwing Concrete Pumper # 900/28 Engine Revved 98 @ 6 -1/4' = 80 dBA @ 50' • Stoneway Concrete Delivery Truck # 344 93 dBA @ 12 -1/2' = 81 dBA @ 50' • Stoneway Concrete Delivery Truck # 323 93 dBA @ 12 -1/2' = 81 dBA @ 50' • Ingersoll Rand 825 Air Compressor 75 dBA @ 12 -1/2' = 63 dBA @ 50' • Grove Crane # 13259 (Walking) 85 dBA @ 25' = 79 dBA @ 50' • Caterpillar 950 E Front Loader # 18494 86dBA @25'= 80 dBA @a50' • FMC Link Belt HC 218 Crane # 12862 82 ton Crank brake: 98 dBA @ 12 -1/2' = 86 dBA @a 50' • Manitowoc Vicon 3900 Crane # 10911 130 ton 90 dBA @ 12 -1/2' = 78 dBA @a 50 Location: Renton "S" Curves Note: The following equipment measurements are taken from the Renton "S" Curves project records. Guy F. Atkinson was the main contractor. It is presumed that most equipment listed in this section is still operating and remains in Atkinson's pool. Measurements were taken in 1994 and 1995. • Diesel Arrow Board # 5 38502 72 dBA @ 50' • Caterpillar 966F Front Loader # 18511 83 dBA @ 50' • Huber ATO Tractor # 71061 82 dBA @ 50' • Site Lite SL 4000 # 229 64 dBA @ 50' • Amida Lite Plant # 48148 70 dBA @ 50' • Lincoln SAE 400 Arc Welder Generator # 84411 73 dBA @ 50' • Miller Generator # 84392 77dBA @50' • • • Site Lite SL 4000 #230 68 dBA @ 50' • Grove 40 Ton Crane # 13250 87 dBA @ 50' • JLGLift # 13815 77 dBA @ 50' • Snorkel Lift A -60 #971 80 dBA @ 50' • Grove 40 Ton Crane #13256 88 dBA @ 50' • Manitowoc Vicon 150 Ton Crane # 4000 82 dBA @ 50' • Sound Design Compressor # 32031 71 dBA @ 50' • Demag 180 Ton Crane #54 73 dBA @ 50' Manitowoc 150 Ton Crane # 10931 88 dBA @ 50' • Case 580 K Excavator # 7 80 dBA @ 50' • Caterpillar Road Grader # 26506 84 dBA @ 50' Location: SR 5 SeaTac Vicinity The following equipment measurements were taken 8/94 and are of Zuluaga Construction Company's PCC paving operations. Zuluaga Construction will be the paving contractor for this contract. • Overlowe Arrowboard WA Lic. # WS 1599 66 dBA @ 50' • Overlowe Arrowboard WA Lic. # JS 7919 66dBA @50' • Overlowe Arrowboard WA Lic. # JW 6348 63 dBA @ 50' • Curing Compound Truck w/2 on -board generators 74 dBA @ 50' • Diesel Light Plant # 776 73 dBA @ 50' • Gomaco GP 2000 Concrete Paver 82 dBA @ 50' Concrete Delivery Truck (Dump) 78 dBA @ 50' Caterpillar Front Loader C -920 # 53 84 dBA @ 50' • Diesel Light Plant # P2255 74 dBA @ 50' 5f2 Sr 7UIkWtc,/f- 7'D Ltc1 LC 3,f PM / /) v Sc aT G. - S7-4 Z 7/6 7 r 45-13 AEC* 4 / d-iir LON s 772 ucR vN N o /s /ifoN/ row/ V: W s'o o 7' / °rc0 u 67?CAf_. /.4VS/'eG772/? : ,l3rue . / art ;t_aT'.f WS o d r 46/. GDAs o-2uc r7M 1 //V5 ' 4€`7rry1 C Dnlr2,4- 4779 12; /140w/tr- juts cdr� T2/4-c-rerZ : k L /3 f� It S u 1°E2 • rom y ML / /3/Z E5 tr ,34- /C Z22— CfL . c,9ke wEi ?-t-a 62° .qty cii-tA4 "// Aix a ciao eoNST2Ucr /°iv Acr/v/ r7es- /47.5 /144-45Gt2z ? Gridl2k'sii' PpEutouscy uNMEA- 5cree'J E-9(1 IpAqENr u CM-OP/1W 1=2oNr" 4060 e 7 d66- & 7,6 ' 81 WiSioresvi f4 .04 /i 002.62 . D4 93d6A & rz /z' = l d6/+ esi MY 6-6 3-2.4 / S/NG -/-E '5 i E?z Dr2u/tr /2va E7L. 70A1 Al 96c/ e C ,ZZ' - elm-case Jc�l3 014.44P rlauci< OFF L0/4-4 /14•6-6f A) 13I A-2 z5" = 7 &sD' g.E7\4002rt4 T,2ue. 90 chC 1 e /241 = 77 cl 9-C se /,NGe $occ %2ArJO 4-7 OwSEZ A/6-Air 1944i1fr # m37 V016,1 @/26'= 72016409)1 . 1 :WE 1 PIVIEN T • / &:iv' • 1/ P41 SE ,T toM wlc.A t-0 uC/LE /fay Si- t az 5-74-afe, /05-- /"Ince 77Lucl/ .L- 19 0/11Y PUMP //14- 6-/A VC 7-- .90c/44- &/z %'=78e& ems hyfrte- ' G ' s0.t $'NfrjE ORGI,1 /204LE/Z # I24_ Doi /G'- /L / -i/ W/ t// 34 aj r/64- & /2 ' 73184- eV' C,ra2 At -4.4e G%ZA-0 a 7 / 690164 -c s- ' FLEX a L / TE 4 /ESez- 42/lOGV,QD4/2 ' #- �O 0154- G 79'= 72- JO/9 c 5v' Dort vt7 t8Of2Q /►ta4Nr&-,o oN /4t724'7 , rege r/�aae ciao- "1* ' = .' d @ so, coNs rat u c rio& 4-c riv / r/ E3' aN,O /Sem/v /61 E e e G0 /vet S/r 5 © 11- l`�J c- 1343 t17 • • U V W l'Jl'l ftL L�1 N01't1111104 G11 N PACIIC Rnu.ROno UNION - 05 .. .• -: .. - 2661+,00 u`u ,r/ / / / / / / / / /N / / /.v / / /iv /I alb (81.00' UT) t /tuitil /iiii / / / / / / / / / / / / / / / / /,/ viii -, - -...�i // 4. (E 2651 +00 (71.00' LT) 'RETAINING WALL RW -3 \44717/1""r\—EXIST CEM 11; 660' IP CONC. BARRIER TYPE 2B W/ ASPHALT CONC. OVERLAY •LLLl1.L tip o`stcotic. ASPH Zvi OP // P yi1 PE 00 C0 777/ EXIST CEM CONC. PAV'T (70.12' RT BEAM GUARDRAIL TYPE 1 Q 2651 +29 (69.83' RT) N. END BEAM •� .0., ,, GUARDRAIL TYPE 1, CASE I (BO' ..�� 2655.00 .. . It BEGIN BEAM GUARDRAI 2655.00 END BEAM GUARDRAIL TYPE 1 BEGIN CIP CONC. BARRIER TYPE 4 MODIFIED CONNECT BEAM GUARDRAIL TO CONC. BARRIER PAV M N 2659+10* (69.83' RT TO 71.00' RT) END CIP CONC. STEPPED BARRIER TYPE 28. BEGIN CIP CONC. STEPPED BARRIER TYPE 2i a 2662 +00': 30. 100 SCALE IN FEET "'lo*'" STATE FED. AID PROD. NO. ''"n' .. s.i is PROGRAM DEVELOPMENT . , T DIVISION - + ` + , : �► Washington ., WASH ACIM- 005 -3(021) 10-005- 3(8211 ISTPF- 003-3(821) UNIT,2 OESICr+ED OY: J. L ?AMIN 03/9 IW/ Department 1 hTERED BY, G S. SWAM° 03/94 GIECKED Br• r.., v. HOUII�CAN 06/9 JOB NUMBER 94W068 CONTRACT NO.. �'n0J. ENGR. •;, u rvEm.TT n130194 DELETED -(TYPE Ap REVISED GUARDRAIL TERMINAL NOTE P� P8 PARSONS �.RRINCKERHOFF.:: o ,t. ADU N. 0. NRXIMON 10120194 ITaaWod,a NGtoN NO1'21111 %2A11.ROAD `. UNiON PACIFIC RAILROAD ACI FIC~ iiiiiiiiiiiiiiiiiiiiiiiiiiii . 2661 +00 - , (81.00i1lV��u, /(j/iu //it/i d�riii�ii/,ii/eN ririiiiiiiiiiiiiiiiiriiiii( • 8 2663 +00 (81.00' LT) O WALL RW -3 Y6 -EXIST CEM CONC. PAV'T ' — IP CONC. BARRIER TYPE 28 W/ ASPHALT CONC. OVERLAY -. VC. PAV'T • =____= e / / / / / /// INNIN W.= 7 o °o °o° o °o °o° EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER UNITED ACCESS R/W TURNBACK UNE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL. B. 0.60' SECTION ASPHALT CONC. PAVEMENT CL. 8, 0.15' OVERLAY ASPHALT CONC. PAVEMENT CL. 8. 0.75' SECTION CONC. CL. 4000 FOR BRIDGE APPROACH SLAB ASPHALT CONC. PAVEMENT CL. It 0.15' SECTION CEMENT CONC. PAVEMENT - SPECIAL NODES; 1. CIP MEANS CAST -IN -PLACE 663 +00 71.00' R • •••• BEGIN BEAM GUARDRAI 2655.00 7 AM GUARDRAIL TYPE 1 BEGIN • '.... IC. BARRIER TYPE 4 MODIFIED T BEAM GUARDRAIL C. BARRIER DEMENT AT EXISTING RETAINING WA + 10± RT TO 71.00' RT) END CIP CONC. STEPPED BARRIER TYPE 28 BEGIN CIP CONC. STEPPED BARRIER TYPE 2A Itl 2662 +00 0 50 100 SCALE IN FEET 'ROD. NO;' SANS PROGRAM DEVELOPMENT ., DIVISION , 1 I .� Washington State T Department of Transportation SR 5 TUKWILA TO LUCILE ST. NOV AND SCSDI - STAGE 2 . PV d 5- 3(8211 3(821)° 5- 3(6211 12 Isis 536 PARSONS -0i BR/NCKERHOFF PAVING PLAN STA 9Rc144)(1 Tr) cTn : *)AAZ-Lnn A BAL 88 +50.72 (25.00' LT) I.LJIN. Kz+t•• VV.rvi. roydrzwahia 11111 :I.IIIt;ION 110141111 141'1 14 All ROM) END RETAINING WALL. RW -3 AND BEGIN BEAM GUARDRAIL TYPE 1 CONNECT BEAM GUARDRAIL TO WALL BARRIER END 25:1 TAPER OUT BEGIN 25:1 TAPER 1 BAL 98 +14.08 (27.00' LT) 2REW 185 +81.59 (44.00' LT) BEGIN 5:1 PAV M NT TAPER BAL 97 +64.08 (25.00' LT) 1-- r-- rN �r �rr— ••- -.--__.r• - -._ -a— - -- �— r_� ----•r A �AI)r• --- ^_' .1111_ ---+ a — �ACIF•1C R I1NIn1J I END PRECAST CONC. BARRIER TYPE 4 \ M IN I ON T 'P • ARRI TYP .A'� ...m .- -• @ 2695 +50 \ + of r- at RETAINING WALL RW -3 90 -- _ENO=GE NT-CONC- PAVEMENT"'- -'- -'- - "- -' - -'- -•- - END•,CIP= CONE: BARRIER TYPE IA -- _ _ _ _ - - + BEGIN PRECAST CONC. BARRIER TYPE 4 03.00' RT lt, 2694 +50 L/ //i 0 0 CO c0 N w @ 2688 +51.19 (71.67' LT) Jim ENO CEMENT CONC. . PAVEMENT - SPECIAL v. 2688 +51.19 EXIST CEM. CONC. PAV' LL L// Arei/ /.' _z "YAW OG PAVEMENT PRECAST JOG PAVEMENT ” / BEGIN 25:1 PAVEMENT TAPER/ 2698+10 LT TO 73.67' LT) 77777777/7:/7777 ///7 " /777 m BEGIN CIP CONC. BARRIER TYPE 4 MODIFIER CONC. T`I EXIST CEM. CONC. PAV'T @ 2692 +10 E-- TYPE 4 v. 2890 7-,)7-77-7::,777-7-74771/%77777; (71.67 LT TO 71.00' LT) 695 o' (71.00' !l�GGI A. .. ' /�Gfl�l�/ /2'77 7,7 /777/,777777/ !T /7.77'7-7 /77 777)D pry I! .l //.1 1/ /J_z. .p' //1 i' Aril PRECAST CONC. BARRIER TYPE 4�/ C1 . CONC. STEPPED BARRIER TYPE 2A 777 /777m n; ;' /27.7-7:7 � �7�r „% - 7 //j / TYPE 2A (� $R $ END CIP CONC. BARRIER TYP 4 MODIFIED @ 2693 +81 ,7//://7//:777777/2777.7.7 CIP • C. STEPPED BARRIER • '////////,',/,!//2' z //d EGIN PRECAST CONC. BAF BEGIN 50:1 BARRIER TAPEF 2REE 184 +34.75 (15.00' RT) 2687 +00 (71.00' RT) 4) 2694 +00.29 c'. 1.00' RT) BEGIN BEAM GUARDRAIL TYPE ,� @ 2696 +50 _•, .. 4 CASE I(BCtL -• A135- PERMANENT IMPACT ATTENUATOR 2REE 184 +14 -fi // /iii ////////////// ////// / / // // /iii (27.19' RT) NI •.1 PAV 2REE' .175 +50 RT) END 1.9:1 PAVEMENT TAPER 7: IN 50:1 PAVEM NT TAPER 2REV- 1'75 +00 (33,, 0' RT i END 50:1 PAVEMENT TAP P.V , 2REE 184 +14 END 41.5:1 PAVEMENT TAPER IN T TAP 2REE 182 +50 (30.72' RT) QECIN 41,5:1 PAVEME_.PLTAPER 2REE 181.1. :. GGIt _CII'�ONC. DARRI.ER_ TYPE 4A M00IFIEQ 2REE 180 +00 (33.13' RT) 0 50 100 SCALE IN FEET P1 I.4J STATE FED. AID PROJ. NO. OCSICUUCO 0Y; J. t. SI LAVIN ENIEPCO BY: G. S. NAIIANJO 03/94 03/94 rI,ECRCO OY E. V. I,IrIWICAN 06/94 ;14rj ENCII. 5. L. I vl IIETt WASH J08 NUMBE. 94W068. ACIM- 005 -3(821) ID- 005 - 31821) STPF - 045 - 3(821) UNIT 2 AL L- • I•; PROGRAM DEVELOPMENT DIVISION 1 Washingtoi TDepartmer 00 PARSONS I.LJIV. K4't.• VV.IVI. Iti(,I()N 110111111 11(nl1l )AI) !/ 1 ca UNION PAGI)I Rn11.(■0AD ' END RETAINING WALL RW -3 AND BEGIN BEAM GUARDRAIL TYPE 1 CONNECT BEAM GUARDRAIL TO WALL BARRIER END 25:1 TAPER OUT IN • 1 TAP BAL 98 +14.08 (27.00' LT) - 2REW 185 +81.59 (44.00' LT) BEGIN 25:1 PAV M NT TAPER BAL 97 +64.08 (25.00' LT) END PRECAST CONC. BARRIER TYPE 4 IN IP ON T P :ARRI R TYP 2695 +50 95 j */ -_- 7' - END -CIP :CONCH BARRIER TYPE-7:A- BEGIN PRECAST CONC. BARRIER TYPE 4 ,2694 ±50. .,,.. ocs' .4977/1" DNC. BARRIER TYPE 4 MODI 1 '0 71.00' LT) t///T777%; 7 ?�n777777 / -L%LL/ \—!a SR 5 TYP 4 MODIFIED _ •=j 80 ti a tO 0 ArATIY / / / / /// �1l MODIFIED PRECAST CONC. TYPE 4 J. ;695 0' /77! /' /% / % T/77777)D� PRECAST CONC. BARRIER TYPE 4' CI,P,- :CONC. STEPPED BARRIER TYPE 2A MATCH TO EXISTIM GUARDRAIL END NEW PAVEMENT 2REW 188 +50 (22.00' LT) ENO 25:1 PAVEMENT TAPER 2R W 188+ 1 (22.00' LT) 6 END CIP CONC. m BARRIER TYPE_4--MODIFIED9 -- BEGIN? LCAST-CONG. - BARRIER TYPE 2 t. 2698+10 71.00' LT i1 I N BRIDGIr BARRIER FOUNDATION v; @ 2697 +50 cn cd 'v + 1. 0 N. i retied fa/Oer/ZE/Ze co �p. .. ./_ 1 /./ //�%' �v //� JOG PAVEMENT •1 AV TAP ; 2698+10 71.00' LT TO 73.67' LT) 7-,.-,777-/-7/7./7771/-//:/-. //7777/7/'Tl / " • /,'TT / SR 900 2701 +00 71.67' LT) ND CIP CONC. STEPPED BARRIER TYPE 2A BEGIN PRECAST CONC. BARRIER TYPE 2 i• 2699 +00 iv 2700 N // /r . !. ///////////.1%,/ ' / / /. // / /./..!../. EGIN PRECAST CONC. BARRIER TYPE 2 BEGIN 50:1 BARRIER TAPER 2REE 184 +34.75 (15.00' RT) / IN ••1 PAV ► TAP ; 2694 +00.29 1.00' RT) BEGIN BEAM GUARDRAIL TYPE 1 _ @ 2696 +50 -= •�• iii 'ii •ii y CASE 198CTL -• .. �, • _ — — 111.. • /1///2%15 L /.. Z/.:./ JOG PAVEMENT WIDTH END 25:1 PAVEMENT TAPER END PRECAST CONC. BARRIER TYPE.2 2698 +60 75.67' LT TO 71.67' LT) i2e5A'U / /!/ / / /.!/It /!/ / / / / / /.GU/ l + .1. • ■ . PERMANENT IMPACT ATTENUATOR 2REE 184 +14 • /// // /// /// // ////////// /iii / / / / /// /iii N 0 tn c0 BEGIN CEMENT CONC. BARRIER CURB 2668 +70 (71.67' RT) 4 r- (26.00 RT) N m R END 50:1 PAVEMENT TAPER OUT DID BEAM GUARDRAIL TYPE 1 t • PAV JCG ErID PAVEMENT 20:1 PAVEMENT WIDENING TAPE 2REE 184 +14 34.0' RT1 91.49' RT TO 71.67' RT // cr./4 / / / / / / / / / / / / / / / /// / / / / /// / / / / / / / / /!! /! /!! /!!! // /ice 2698+ 10 END 41.5:1 PAVEMENT TAPER IN I► • PAVM TTAP; • =,� 2REE 182 +50 (30.72' RT) DESL.N 41.5 :1 PAVEMENT TAPER 2REE 181.1. CC(IY..CI(.'_CONC_ DARRIER TYPE 4,6-11112DIEJER 2REE 180 +00 (33.13' RT) 0 50 100 SCALE tN FEET •. c == = = == • %% • //% 00000 0 0 0 `000000 LEGENQ EXISTING BEAM GUARD: BEAM GUARDRAIL. EXISTING FENCE FENCE EXISTING RETAINING WA RETAINING WALL EXISTING CONC. BARRIE CONC. BARRIER UMITED ACCESS R/W TURNBACK UNE CEMENT CONC. PAVEMF 14 DAY 0.75 FT SECT. ASPHALT CONC. PAVEM CL. B, 0.60' SECTION ASPHALT CONC. PAVE): CL. 8, 0.15' OVERLAY ASPHALT CONC. PAVEM CL. 8, 0.75' SECTION CONC. CL. 4000 FOR BRIDGE APPROACH SIA ASPHALT CONC. PAVEM CL. 8, 0.15' SECTION CEMENT CONC. PAVEME - SPECIAL NOTES: 1. CIP MEANS CAST -IN -PLACE • nur 745 /(6¢. mpynN�: .I QN116 3/1 /1111 . AID PROD. NO '1".11 51■1.: PROGRAM DEVELOPMENT 1 DIVISION J t 1 I • �■ Washington State T Department of Transportation p p SR 5 TUKWILA TO LUCILE ST. HOV AND SCSDI - STAGE 2 . ' -- P` s• I N-005 -31820 .005 -3(82l) F- 005 - 3(821) UNIT 2 PR PARSONS PAVING PLAN W • 81.00' LT I.LJIV. ii4'CG. vv.ivi. DURLINGTON NORTHERN RAILROAD UNION PACIFIC RAILROAD END CIP STEPPED CONC. BARRIER TYPE 2A BEGIN PRECAST CONC, BARRIER TYPE 2 2665 +35 • PRECAST, CONC. BARRIER TYPE 2 N N _• -' RETAINING WALL RW -3 Are • r 1 • • •• . I „ • ta 2670 +50 81.00' LT) • 1 � r`1 J� v , EXIST CEM CONC. PAV'T 2670 PRECAST CONC. BARRIE • PE 2 / ///!/ / / / "Awn,' t/ %///// !!/! / / / /! / / / / / / /! /. % / / / /! / /..T/ .41 / / / / /! / / /!! / / / / / /!!!!/!/ /// ////////!///!///!// / /! / / / / / / / / / / /!/!/ /!/ /.I/ / / /// ! /.%iiX!Il.'!I/11/J/ 111!/ l ?////!//I/1L%//1/////////1///,' //!/! AM4 I'M' - /!1/! /!!!/!/!!i! // /// / / /JI 55 4VAW ZI/////////////////////////// r%//////// / / / / / /////// / / / / / / / / / / / / / /Afat' A WA U// U//////// / / / / / / / / / / / / / / / / / / / / / / / /!/// // S R 5 CIP CONC. BARRIER TYPE 4 MODIFIED EXIST CEM CONC. PAV'T 2663 +0 (71.00' RT TtTiW1ifi/71,7, ./i7iiIii7rT /riir >n END CIP STEPPED BARRIER TYPE 2A BEGIN CIP STEPPED CONC. BARRIER TRANSITION @ 2663 +50 ,)7, rli3iill7./Wi9iO4*Yl jT)/j.W1 )7iri7/7!7/77 /72,7 ibii END CIP STEPPED BARRIER TRANSITION BEGIN SIGN BRIDGE BARRIER FOUNDATION Q 2663 +70 END SIGN BRIDGE BARRIER FOUNDATION BEGIN CIP STEPPED BARRI R TRANSITION Q 2663 +80 END PRECAST CONC. BARRIER TYPE 2 BEGIN SIGN BRIDGE BARRIER FOUNDATION 2669 +75 END CIP STEPPED BARRIER TRANSITION BEGIN CIP STEPPED BARRIER TYPE 2A 2664 +00 END SIGN BRIDGE BARRIER FOUNDATION BEGIN PRECAST CONC. BARRIER TYPE 2 @ 2670 +25 0 50 100 SCALE IN FEET- 81.00' EET - Tr STATE FED. MO PROD. NO sal aak PROGRAM DEVELOPMENT DMSION • Washington JOB NUMBER WASH ACM-005.-3(32U D- 005 -3(82u STPF - 005 -313 2u n h :n„ :, ; ,f�• 1. i. SILVAN o,,.,, -- u,i„ �� T Department ,! • ,. ,. NARANJO L. Y. IIQUNUN an ..,, )IV. It4'C.. vv.jvi. U V kl1JUP J .INCTO�THERN RAILROAD ,.•� BEGIN 50:1 PAVEMENT TAPER 2670 +50 :TAINING WALL RW -3 .81.00' LT) • @ 2675 +00 (90.00' LT) 1 EXIST CEM CONC. PAV'T 2670 PRECAST CONC. BARRIE PE 2 ! / / / / / ////// /!/AWAO :r / /!/ /// / / /!IC / / / / / / / / / / / / / /! / /! /!!/ /!/ IACCIIMGee//!! //U //!/////// r / //rCV #rJ�/J!/`i i / / r/01/r1///// // // //r Mir/A% / / /r/ �!!��/rr/1//.c►/ J/J►� / /�/ El SR 5 ' TYPE 4 MODIFIED EXIST CEM CONC. PAV'T / / / / / /! / //Ater // // !//et(AG/ ///////////////////// / / / / / / /J/ / /J / / / / / / / / / / / / / / /!//Y @ 2675 +00 (71.00' RT) T%i "W h72;i2.,— -- iiTiiiiiiii Tiiiliii ri,22&>.7%;?>i1%;/ /iT7iiii7% e CONC. BARRIER TYPE 2 HOGE BARRIER FOUNDATION END SIGN BRIDGE BARRIER FOUNDATION BEGIN PRECAST CONC. BARRIER TYPE 2 @ 2670 +25 • 0 30 100 SCALE W FEET- - - - CLY4Q 4Z% OP- "4, • .. 0 0 1) N cv N LEGEND - -•- - EXISTING BEAM GUARDRAIL BEAM GUARDRAIL • •- -•- - EXISTING FENCE • . • —•-- FENCE ■....... •1�y EXISTING RETAINING WALL RETAINING WALL c_____= EXISTING CONC: BARRIER CONC. BARRIER 4iiiiiiii UMITED ACCESS R/W TURNBACK UNE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL B. 0.60' SECTION ASPHALTCONC. PAVEMENT 'CL 8. 0.15' OVERLAY ASPHALT CONC. PAVEMENT qL B. 0.75' SECTION CONC. CL 4000 . FOR • BRIDGE •APPROACH SLAB ASPHALT CONC. PAVEMENT CAL B, 0.15' SECTION • CEMENT CONC. PAVEMENT - SPECIAL „NOTES; 1. CIP MEANS CAST -IN -PLACE NO l',1" eats PROGRAM DEVELOPMENT DIVISION • ! • i► Washington State UKWILA TO LUCILE .ST. TO NOV H AND SC8DI - STAGE 2 PV5 cull ezu Department of Transportation wn; 164 ww DAIICIIMQ 0AWnl.•/! n• A.•. ,_54 S 714/0-4/LA Ta 4u e.. /L ' 1119v $c W STS Z t- / 3 -,s-- N /�//T TAM CG 5r//cf'T ON 4/ /E. Al0/t/ /7 02a/6- SOOT /t-cvusr!c/ /0(45P 4-47VZ.. , efut /-r1447- j,V50e,7" CDtJ5 ve r7&N /t ,, z7ZZ Cofey L//e5 - cvN iR'cr-O2 (,4M/fv) .' /s'IO" 7-- RECEIVE c 7r rT/��-c rv, S �f/3 ,� , K t �3 A 2 U 1995 f Imo% %�2�� Gt DEV�ELOP�MENT w 4 -7f 2,' G /ot.e 9° 0-5-" l-v' . win egy • G 2A'' T/g6.T70/W i 7 i /r /e, 4 /WEig- /2 G A)O / //s/ ®= Aef/i /N5i/ r4' ,719 sIf €moo FAsf /X C.. 3/ Z- MF.aip+r) 9/57'm /ti : aotok, 1/4H4 v - - / / //Q Es (1017'I'JOr j 014,96).7T ' - -.el 4,4 6s' ‘,/ 71-e: / ',/ /4r. c 316 2 7,24 -ce_ / / »E(bv NE42 /if /) e E-ft(LING- -'- L.Od9iJ/ J6- fnvtnl Wr D'l/7o 11414 L vt1f f CL E✓ 96 - /0o 1,64-0 27 90- 94. c/c'?e6Z' N vrc- itv 4-02.4 OF T? /cx /3J ,v/E t T- f t-elzr -FO/rC 7�f fE I/ /6-W NO /j( ENO, /' PPg/j%Er Me 7-1141- 7?Y/5 DP E A -T!o UJpu L GEA5E-e. /0. Psi, it .0 2/4-y /,}n l 1?, P) /'f f /i 0:irzr sf-Qr7 OldblVcr L1flJIL cam'; i - / - 453? 3 (- 0,47/)-770/vs ee,e_if2, "I/ v7--- /E 527 d) /0; 2-c, fizfr7 • I.L N. K�/�4�t. W'•.M. END CHAIN LINK FENCE TYPE 1 CONNECT 70 EXISTING CHAIN LINK FENCE It 2641+60 END CAST —IN —PLACE CONC. STEPPED BARRIER TYPE 2A SEE DETAIL SHEET AS2 FOR BARRIER ACROSS THE BRIDGE @ 2641 +59.32 END-'100:1 PAVEMEN\ PER_ BEGIN 18.1: PAVEMENT TAPE it 2641 +95 (77.40' LT) END PRECAST CONC. BARRIER RC 2 BEGIN CIP CONC. BARRIER TYPE 4A CONTINUE 18.1:1 PAVEMENT TAPER JOG PAVEMENT DT 48 +62.66 (7.00' LT & RT ) 1 It 2642 +13.54 76.38' LT TO 72.38' LT) END CIP CONC. BARRIER TYPE 4A MODIFIED CONNECT TO BRIDGE WINGWALL W /BARRIER END 18.1:1 PAVEMENT TAPER It 2642 +23.54 (71.83' LT) lri ODIFIED LLARD TYPE — REMOVABL SEE DETAIL SHEET PV13 T 47 +90 IN 100: 2651+ 71.00' RW- W-3) NECT RIER 78.35' LT .;r DOUBLE 14 FT. CHAIN LINK FENCE i R Q Q 2642 +13.54 RETAINING WALL RW -4' IP S STRUCTURAL PLANS 5 4 0 N AI IN • 2E SEU• .S. F.R or A 2iglff LL 5 LANS BRIDGE 5526 W Q 2641 +00 (74.66' RT) I ` BEGIN APPR•ACH SLAB 2641 +69.82 END 25:1 PAVEMENT JAEE BT 41 +00 (7.00' LT & RT) BRIDGE 5526 E itir'/ ' ,' / / O . • / / TYPE 1 AND CONNECT / / (TYPE M / , // � TO WINGWALL W/ BARRIER / CI / GI 1 1 ,/ / , / ,. , 2649 +89.50 (71.00' RT & 0.00' LT) END OF PAV• ENT SEAT END NOISE /WALL WITH BARRIER FACE AND CONT60.4:1 IDTAPERRRIER UWAM ' BEGIN o11AIN LINK FENCE TYPE 1 &326‘.1.1R.94 .82 . ©. 0 50 100 SCALE IN FEET Washington. Si Department o1 • aWs �� ...,�� STATE' WASH. FED. MO PRO .). N0. AO 005 3(812♦!!) $;,fl° sa cis PROGRAM . DEVELOPMENT DMSION . '+ Aim. 0 03/94 �I/ Washington. Si Department o1 K4t. VV'. M. C��I�dLa 1 LINK FENCE BT 48 +62.66 (7.00' LT & RT ) R 2 E 4 ODIFIED APER LLARD TYPE — REMOVABL SEE DETAIL SHEET PV13 T 47 +90 4A MODIFIED L W /BARRIER LAENT TAPER O BEGIN BEAM GUARDRAIL TYPE 1 AND CONNECT (TYPE A) TO WINGWALL W/ BARRIER i • SCI Fa 2649 +89.50 71.00' RT & 0.00' LT) ARRIER FACE AND CRIER :TYPE 1 I 0 50 100 SCALE IN ,FEET la 2650 +12 (71.00' RT) `000000 o °o °o° LEGEND l EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE • FENCE EXISTING RETAINING WAIL EL-UMW WAIL• EXISTING CONC. BARRIER CONC. BARRIER UNITED ACCESS R/W TURNBACK UNE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL 8, 0.60' SECTION ASPHALT CONC. PAVEMENT CL 8, 0.15' OVERLAY ASPHALT CONC. PAVEMENT CAL 8, 0.75' SECTION CONC. CL. 4000 FOR BRtDGE•APPROACH SLAB ' ASPHALT CONC. PAVEMENT CL. B. 0.15' SECTION CEMENT CONC.' PAVEMENT — SPECIAL NOTES; 1. FOR BARRIER TREATMENTS AT BRIDGE APPROACH SEE SHEETS AS2 AND AS3 2. CIP MEANS CAST —IN —PLACE g- /3 /4(-15m- r an-' PROGRAM DEVELOPMENT ' MASON ' , ,, . Washington State VP � Department of Transportation SR a TUKWILA TO LUCILE'ST.. ' NOV AND SC501- STAGE 2 / - 5 � ! ul�'G , 4 740 L.0 c//z /fvv C 9C CJ,Z' S -// /Z- 5 4 / /G9-- 77 A4 A15 7-2 u 477Dr1/ NV/5 E- .41D/7/ /re>ir /44 - i J$ 0- " "9-ea 7e //1lSfi crJ/t ✓' U-) Soo r Cl/. etW6'r4= u Grran) /ev5 PeZ re*? ,i / / <E" £ 7T7N 05 p r C &ilsrftCrcrza/V /t/5/ 6 T7iiG': -7 /i'' -5ch /7 Co/vT/Z' -crO2 ) : /yll /c0777 Pri /%i, Gov riz "-c rVf 8 14,) 447v -A10/0 / "" 4Ik- `b-%L :. ,,J'je /l e:, 2 Gyp /, G /i fr •�.. --^--- 1/1/ /}-7- #4,-X; /71/Z-1-/ /4I7kE27 rO.s, 377/ D- sMPh9 S, t✓.NO d9/oV / cLE�t2 G4/v5 rou&rzov 4-4-7-/y /r/e5 /� /Y%ziy5Al/2 e re "'1 9 :4VA1 9: 53PM /D. ZoeM g fideigei5z7 anw-454/gez-, ZP/el AlONivr�' ' 041 77141c/4 /vO 34 ' /Z' 0 G2ovE g-T- 3 s 3s' rO/.) r•E 7%),9‘. a/64 e /4, t-- clelaor M/7-.169/ r/Ir9cic hie- uH 0 4,c, 77/69-e z.s' BZci0Ae5vi fE 7EM . CDNsr�. 701200(.467-s 0 /EEL, G -//r- 091/W7- # '2OY /0 If ofe /ie 61/df' RECEIVED 7 3 c(3-1 0 SD Ea 2 4 1995 CONMMUN1TY 1'1Cl /L-1 F -1E11A ••■■• 15-43 i yPA /0.103 P1 © s. ,rte 1 rE- SL 1000 O /L-3"E .. 4/6 //: Pl4 34 ci64 e 6'4 ' = t t LOA e5V ,k4-/v & o2 rn GoN 41Z E7- COMM/Wm/if 4c77W776:3" 4S A1 e:9-5Gf2 eb 0.5.E.!.-7°. /O t7/ O. (0) CoAp57'12,,(Gr7oiV 6-C r/�$ ' ,g Ait7 / r- rrc/�-rj. =rc. ; TD 641 T.23N. R4E. W.M. BEGIN ASPHALT CONC. PAVEMENT OVERLAY DL 24 +45.17 (68.42' LT) CONTINUE 100:1 PAVE! END CIP CONC. BARRIf BEGIN PRECAST CONC. JOG PAVEMENT SB 2630 +18.68 42.69' LT TO 46.69' (SEE DETAIL SHEET AS BEGIN ASPHALT CONC. PAVM NT OVR. Y DL 24 +71.41 21.61' RT CONTINUE 100:1 PAVEMENT TAPER BEGIN CIP CONC: BARRIER TYPE 4A MODIFIED CONNECT CONC. BARRIER T4 I3q! RICR QRILG Si) 2630 +01.68 (42.52' LT) (SEE DETAIL SHEET AS1) Fw, Cra.R. 01141 Ti-PE 1 INT 120 +10 .@E SB 2628+43.94 (40.94' LT) SB BEGIN_CIP CONC. STE TO BRIDGE BARRIER BEGIN CIP CONC. BARRI 9' .. 1 I 630 / /�� /� /�� , PERMANEN t /1 �r r MPACT• EXIST - 4T �� fa ATTENUATOR EM CONC.. f r;; V.. 1 1111111:8111M t ll'- Cl1cee, ivi PAV'T _� 111 ~�IliiIr/ 2630 ti R(46.75' •RT) -etardo. END CIP CONC. STEPPED B G N CIP CONC. STEPPE HOV 130+10 (10.00' RT) TO BRIDGE BARRIER B GIN CHAIN LINK F N HOV 125 INT 121 ' • 4 ItJT_E RURBAN - AVE =- O,C*•- HO 2625 fa NB - - -- i i i i R E i NEG it i BEGIN CEMENT CONC. BARRIER CURB AND CUTTER BEGIN NEW PAVEMNM DR 24 +72,57 (69.81' LT) (SEE DETAIL SHEET PV13) END CEMENT CONC. BARRIER CURB AND GUTTER BEGIN BEAM. GUARDRAIL TYPE DR 25 +00 PAV'T W/ • C 00F CEMENT CONCi • SIDEWALK 0.35 FT SECTION in END BEAM N. GUARDRAIL TYPE 1 CA N DR 20.00 END CIP CONC BARRIER TYPE 4A M BEGIN PRECAST CONC. BARRIER TYPE I • P V MENT WITH NB 2629 +32.11 42.75' RT TO 46.7 (SEE DETAIL SHEET AS1 • D PAVEME DR 25 +56.07 = P 16.00' LT) i BEGIN ID- ACIM- STPF - 005 -3(821) UNIT 2 BEGIN PROJECT STA..NB 2627 +51.75 P.O.C. M P 155.98 ASE I(BCT) ANGLE PT DR 24 +44.80 (24.29' LT) CEMENT CONC. SIDEWALK 0.35 FT SECTION 04& R =86.0' JIBUROF 1 END PRECAST TYPE 2 BEGIN CIP COI BARRIER TYPE DR 25 +27 END CEMENT CONC. BARRIE CURB AND GUTTER BEGIN PRECAST CONC. BAR WITH A TERMINAL SECTION OR 25 +00 20.00' RT) CONC. SLOPE PROTECTION mom FROM STATION i "t0 STATION NOTES 5/3233 W SQ 2618;748.60 LT SB 2626+69 3 LT TO THE BACK OF INC EXISTING RETAINING WALL 5/ S8 2629+66 3 LT SO 2629 +90.60 LT FROM HI BACK 0 TII %I511NG R TNNINC WALL 5/5253 NOV 110V 126+90.25 NOV 127 +40 t UNDER ENURE WIDTH OF 111E ORIOLE TO TIIE BACK or THE EXISIING RETAINING WALL 5/525.5 NOV HOV 128 +20 * HO' 128 +41.09 UNDER ENTIRE WIDTH OF ORIOLE FROM THE BACK OF THE EXISITNG RETAINING WALL 5/525.5 E NB 2627457 RT NB 2628 +02 3 RT 10 INC BACK OF INC EXISTING RETAINING WALL 5/525.5 E NB 2626+69 3 RT N8 2629 +10.75 RT FROM BACK THE BACK OF THE EXISTING RETAINING WALL 1 ST ATE_ l FED.. AIt).PROJ. NO BEGIN CEMENT CONC. BARRIER CURD AND GUTTER. MATCH TO EXIST, CURB AND GUTTER DR 24 +66.54 (39.09' RT) :11111 111111 1M1 ',1. ;r 1 11 1 1 1 0 50 100 SCALE IN FEET nnnnnA 1 nri►r►nmeIrerr, BEGIN CHAIN LINK FENCE TYPE 1 I._... 1, 1 1 1 . R4E. W.M. MWDd& BEGIN ASPHALT CONC. AV M T OVERLAY OL 24+71.41 (21.61' RT BEGIN ASPHALT CONC. PAVEMENT OVERLAY DL 24 +45.17 (68.42' LT) CONTINUE 100:1 PAVEMENT TAPER END CIP CONC. BARRIER TYPE 4A MODIFIED BEGIN PRECAST CONC, BARRIER TYPE 2 JOG PAVEMENT SB 2630 +18.68 (42.69' LT TO 46,69' LT) (SEE DETAIL SHEET AS1) JTINUE 100:1 PAVEMENT TAPER IN CIP CONC: BARRIER TYPE 4A MODIFIED 4NECT CONC. BARRIER BAI3! ?II. LDIil(1G(; • 2630.1.01.68 (42.52' LT) E DETAIL SHEET AS1) owe TYPE 5 120 +1U STA 120.01 BEGIN '•1)' "' CEMENT CONC. SIDEWALK ).11.. a 1 AND•ASPIIALT CONC; PAVEMENT:. SEE •DETAIL• SHEET; PVI3,,j;.;: ,.. 2628 +43.94 ).94' LT) I SB END CIP CONC. STEPPED BARRI BEGIN CIP CONC. STEPPED BARRI HOV 130 +10 (10.00' RT) g. (49.50' LT) 1_CIP CONC, STE" • _ I -I- ' ►` RIDGE BARRIER { IP CONC. BARRI 11 r . ::; L 11�AIWA GE BARRIER N CHAIN LINK F 121+ 630PERMANEN MPACT EXIST ATTENUATOR EM CONC. ct PAV'T 131 +51.8 Na_._ - - - - 7,ONC. BARRIER ER :MEMMT 39.81' LT :ET PV13 1RRIER in END BEAM G! , AR cs s : C) Ay DR 20.00 END CIP CONC BARRIER TYPE 4A MODIFIED BEGIN PRECAST CONC. BARRIER TYPE 2 JOG PAVEMENT WIDTH NB 2629+32.11 (42.75' RT TO 46.75' RT) (SEE DETAIL SHEET AS1)' D PAVEMENT TAPER . "•' DR 25 +56.07 �,� 16.00' LT)1:;"...: lU _ TYPE 1 , ASE I (BCT) ANGLE PT DR 24 +44,80 (24.29' LT) c- CEMENT CONC, SIDEWALK 0.35 FT SECTION END PRECAST CONC. BARRIE TYPE 2 BEGIN CIP CONC. STEPPED BARRIER TYPE 2A DR 25 +27 END CEMENT CONC. BARRIER CURB AND GUTTER BEGIN PRECAST CONC. BARRIER TYPE 2 WITH A TERMINAL SECTION DR 25.1.00 (20,00' RT) 1CCIN CEMENT CONC, BARRIER ';UR1) AND GUTTER, MATCH TO =XIS f. CURD AND GUTTER )R 24 +66.54 ;39.09' RT) 1 1 i 0 50 100 SCALE IN FEET BEGIN CHAIN LINI< FENCE TYPE 1 0. ❖• ❖. .• MUNI r 000000 000000 LEGEND EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC, BARRIER CONC. BARRIER LIMITED ACCESS R/W TURNBACK LINE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL. B, 0.60' SECTION ASPHALT CONC. PAVEMENT CL. 8, 0.15' OVERLAY ASPHALT CONC. PAVEMENT CL. B, 0.75' SECTION CONC. CL. 4000 FOR BRIDGE APPROACH SLAB ASPHALT CONC. PAVEMENT CL. 8, 0.15' SECTION CEMENT CONC. PAVEMENT — SPECIAL NOTES; 1. SEE SHEETS AS1 FOR DETAILS ON PAVEMENT JOG AND CONC. BARRIERS AT APPROACH SLABS. . 2. FOR MODIFIED CONCRETE BARRIER CONSTRUCTION DETAILS SEE SHEETS PV13, PV14, PV15 AND PV16. 3. FOR INT /DR LINE INTERSECTION DETAIL SEE SHEET. PV17 4. BEAM GUARDRAIL, TYPE 1, BREAKAWAY, CABLE .TERMINAL (BCT) BETWEEN STA. DR 25 +00 AND DR 28 +00. 5. PROVIDE CONC. SLOPE PROTECTION UNDER THE NEW AND WIDENED BRIDGES OVER INTERURBAN AVENUE. SEETHE SPECIAL PROVISION AND THE TABLE BELOW FOR DETAILS. 6. CIP MEANS CAST —IN —PLACE ICf/M,1 3/13/111 Il11N 'J II I I:r nnnnne► 1 nn Ir, nni art Ir .., 1$I 1 • PSI 1 r % Gl1 GJIL 70 LKLILE'' /AV Sc_ /DE 74- E .Z . N/G-6/r r /A14- cow sriz it 77cW ,d /fE" 4/ N/T ,,j/6-- • b5Dv1 4 Louurio-c /N6, ece-e, W s Po r corisr /NJ!': Af/kG Ze' Gus to or cow srnucr'o -b' /N5/° : Vert ,k02.1e7oTol C otri/rfc t ,z (M 4 /N) : M OW AT' etWril/+Cer- (s u,) cONa ea' cd/Liw GD. CON T2f-C D 2 's fO R F M4/ 1,' ,D/i N 0414/4 j 4n z z s— Co /. vow 97 ° G/9 -4rI Dfly // /o/{ 414'40 4 4. d 41os 'SI°Ec/FfE V 1/42141,1%' NE/) ce/v 5 rizeec /7 01/11 4-04 //0 -- /l'1f..,/1SG//z4-ifiEW7-s : d 134 /2d oi3O G✓,c rrrrl Seem) 0 /107 /07 c/ L27; ' 9T-0184e5V' /Von G✓ 20 )c 4 r Cap- nrf -css'e 7 80 c/64- 679'' -2/ an es -' Cic Jet f7,` o r P%Z / os rcd y G 64-mt '8- 4 050' K- .1/s(r �a :00IA • 1 :So/ Y6J4 /27' 4_ 5agro , i vt 5 /17 oo C5hw Gu raw) to 60 c(8,4 f 4MB1 r114f8o 7I-0 65V64 (515r Crrinder) fD 6C tf/� fEc HOUSE C.ORPeh S6 . Li. 5' .oj RECE tifiR 22 cowl: DEVEL • • • 78.35' LT 1 • L 1'1 • I \'TLS. 11 Y • 11/1 • U Victvo L END CHAIN LINK FENCE TYPE 1 CONNECT TO EXISTING CHAIN LINK FENCE @ 2641 +60 END CAST -IN -PLACE CONC. STEPPED BARRIER TYPE 2A SEE DETAIL SHEET AS2 FOR BARRIER ACROSS THE BRIDGE @ 2641+59./32 -END-100:1 PAVEMENT TAPER BEGIN 18.1:)--PAVEMENT TAPE 2641 +95 (77.40' LT) END PRECAST CONC. BARRIER T1RE BEGIN CIP CONC. BARRIER TYPE 4A CONTINUE 18.1:1 PAVEMENT TAPER JOG PAVEMENT END PAVEMENT BT 48 +62.66 (7.00' LT & RT ) 2642 +13.54 76.38' LT TO 72.38' LT) END CIP CONC. BARRIER TYPE 4A MODIFIED CONNECT TO BRIDGE WINGWALL W /BARRIER END 18.1:1 PAVEMENT TAPER ta 2642 +23.54 (71.83' LT) ODIFIED LLARD TYPE - REMOVABL S D AI PV1 T 47 +90 DOUBLE 14 FT. CHAIN LINK FENCE 2651+' 71.00' Ni AP,--� @ 6 • +• iii BEGIN APPROA - - @ 2642 +13.54 RETAINING WALL RW -4' ' t.f, SE S RUCTURAL PLANS BRIDGE 5526 W @ 2641 +00 I '` (74.66' RT) j BEGIN APPR.ACH S\'_ @ 2641+69.82 • ' sI 43 +21 .00' RT) 0 BEGIN BEAM GUARDRAIL TYPE 1 AND CONNECT (TYPE A) TO WINGWALL W/ BARRIER ND 25:1 _PAVEMENT TAPE BT 41 +00 (7.00' LT & RT) BACK OF PAV ENT SEAT DUWAMISN END NOISE ALL WITH BARRIER FACE AND CONNECT BRIDGE BARRIER CONTINU 60.4:1 TAPER BEGIN AIN LINK FENCE TYPE 1 7326 +RT) 94.82 0 50 100 SCALE IN FELT 2649 +89.50 71.00' RT & 0.00' LT) BEG (71. w STATE EEO. AtO PROJ. N0, VP s KCis PROGRAM DEVELOPMENT DMSION �► Washington Sta T Department of _ _ _ . _ _ _ .. _ WASH. ACM-005-3(021/ ID-005 -3182q STPF- 003 - 3(821) ED BY: • J. T. SLEAVIN 03/94 D BY: C. S. NARANJO 03/94 :D BY: E. V. HOURICAN 06/94 JOB NUMBER V V • IV! • E 1 J LINK FENCE ■E — END PAVEMENT BT 48 +62.66 (7.00' LT & RT ) 2T1RE2 rPE 4 TAPER ODIFIED LLARD TYPE — REMOVABL SEE DETAIL SHEET PV13 T 47 +90 IN 100: E 4A MODIFIED LL W /BARRIER B / / •' NI• /' : E'GIN IN G i WITH / J3AR! -MENT TAPER BRIDGE 5/526 W BRIDGE 5/526 E 0 BEGIN BEAM GUARDRAIL TYPE 1 AND CONNECT (TYPE A) TO WINGWALL W/ BARRIER 4T BARRIER FACE AND kRRIER :E TYPE 1 0 50 100 SCALE IN FEET CAd BEGIN APPROACH SLAB 2649 +89.50 71.00' RT & 0.00' LT) gi 2650+12 (71.00' RT) LEGEND '— —'— — EXISTING BEAM GUARDRAIL BEAM GUARDRAIL •— —•— — EXISTING FENCE • —• — FENCE • ••S- EXISTING RETAINING WALL RETAINING WALL • c = = = = == EXISTING CONC. BARRIER CONC. BARRIER LIMITED ACCESS R/W TURNBACK LINE 0!; 100000 o1 CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL. B, 0.60' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.15' OVERLAY ASPHALT CONC. PAVEMENT CAL. B, 0.75' SECTION CONC. CL. 4000 FOR BRIDGE • APPROACH SLAB ASPHALT CONC. PAVEMENT CL. B, 0.15' SECTION CEMENT CONC. PAVEMENT — SPECIAL NOTES; 1. FOR BARRIER TREATMENTS AT BRIDGE APPROACH SEE SHEETS AS2 AND AS3 2. CIP MEANS CAST —IN —PLACE Si 'br [1 �o, Boats PROGRAM DEVELOPMENT DMSION Washington State . •Ti Department of Transportation SR LUCILE TUKWILA TO LUCILE ST.:: NOV AND SC8DI - STAGE, 2 .::.. . sa s T14 k) /L rV Luu f sr4( z 3 -/3-95' 9:21) ton pAelf LONs ri' eri oiv No ss e' /vro/v// ',V/VV WSoor /GV u517Giz //`IS/l 8race. Ap Pa 0^ 1.1)500 1"" cij /E`F Conl577t. , //'►S/° : "war GF /TZ /ve tri500 r 40")17-72, /,PE c-ry 2 S1 rrn k v a C,Nrrt 41c Tr Aid 14/ -r- LON3fl€ L 17 0 Al CON TRA- cT`0/!'S /=0KL= M/}N : D44 i/014N M(TE71 !3fk 2225— Cc. 1. CXk. � ica : SL v& 6-36 ,V/2Y // /6ll CcooRs e..9t,4 -r C ON5772067ii o/iJ 4c r/ 7 7e-5 ,f /11A71- Mg e w 02 /t i7/ 3 VAR IAWCE' _d f 6itErifle- dY,V4,1e 9NE' ,QX 9 2 d 0 Wilt, 79 di e s�qw Gu 77/ 6- RT.- 5#OU L, ?EZ / /54 e d /9' . $7d8f- ego' Cdifsrm 7riav *vouar3 p/4-3�� ziwr 9001/4 ihr ! 05-0 cW$T, M ria • 77-' /r "F if/ to Aer 1vot G2�Nr01nrc- D g12Escrly Efif9-77 LNs pAJ ,l2►vo -E (Po51 rf RE-GE/ V 7Z (9 3 den R D CEIVED 2 21995 uyviMUNITY VELOPMEN O O co N 1 • L'tJ I ' • 1 L.• VV • 1V1. END CHAIN LINK FENCE TYPE 1 CONNECT TO EXISTING CHAIN LINK FENCE @ 2641 +60 END CAST -IN -PLACE CONC. STEPPED BARRIER TYPE 2A SEE DETAIL SHEET AS2 FOR BARRIER ACROSS THE BRIDGE 2641+59.A2 BT 48 +62.66 stND- '100:1 PAVEMENT TAPER (7.00' LT & RT ) BEGIN 18.1:T-PAVEMENT TAPER\` 2641+95 (77.40' LT) END PRECAST CONC. BARRIER T�1RC 2 BEGIN CIP CONC. BARRIER TYPE 4A ODIFIED CONTINUE 18.1:1 PAVEMENT TAPER JOG PAVEMENT 2642 +13.54 (76.38' LT TO 72.38' LT) END CIP CONC. BARRIER TYPE 4A MODIFIED CONNECT TO BRIDGE WINGWALL W /BARRIER END 18.1:1 PAVEMENT TAPER 2642 +23.54 U (71.83' LT) LLARD TYPE - REMOVABL S 'Al q PV1 T 47 +90 IN 100: 2651+ 71.00' RW- W-3) NECT RIER 78.35' LT LL 5 E 'LANS BEGIN APPROA - - '@ 2642 +13.54 RETAINING WALL RW- 4'IP S UC URAL PLANS A BRIDGE 5526 W 2641 +00 (74.66' RT) BEGIN APPRbACH SLAB 2641+69.82 0 BEGIN BEAM GUARDRAIL TYPE 1 AND CONNECT (TYPE A) TO WINGWALL W/ BARRIER • BT 41 +00 (7.00' LT & RT) 0UWAM\S" ■ ■ BACK OF PAV ENT SEAT END NOISE ALL WITH BARRIER FACE AND CONNECT • BRIDGE BARRIER CONTINU 60.4:1 TAPER BEGIN • AIN LINK FENCE TYPE 1 (26 +94.82 73. •• RT) P[CAN STATE EEO. AID PROJ. NO Sr• [1 IOI 4.s 1E0 0Y; J. T. SLEAVIN 03/91 ED BY: C. S. NARANJO 03/94 C0 OY: C. V. HOURICAN 06/94 WASH. J08 NUMBER n AUmnrn ACIM - 005 -3(821) 10 -005 -3(820 STPF- 005 -3(e21) 0 50 100 SCALE IN FEET PROGRAM DEVELOPMENT DMSION 2649 +89.50 (71.00' RT & 0.00' LT) .HE! !71 Washington St( T. Department of. 1% "1' • zwola 4K FENCE END PAVEMENT BT 48 +62.66 (7.00' LT & VV • 1111 • RT ) PE 2 4A ODIFIED j • LLARD TYPE-REMOVABL S Al PV1 T 47+90 4 MODIFIED U /BARRIER IN 100: 0 k 0 Yd 2645 BRIDGE 5526 W 1T TAPER 0 BEGIN BEAM GUARDRAIL TYPE 1 AND CONNECT (TYPE A) TO WINGWALL W/ BARRIER SCI BEGIN APPROACH SLAB tt 2649 +89.50 (71.00' RT & 0.00' LT) TIER FACE AND :R (PE 1 0 50 100 SCALE IN FEET la 2650+12 (71.00' RT) - - EXISTING BEAM GUARDRAIL I••I- BEAM GUARDRAIL •- -•- - EXISTING FENCE • —•--- FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER LIMITED ACCESS R/W TURNBACK LINE Ipp: 00 0 000 CEMENT CONC. PAVEMENT 14 DAY 0.75 FT SECTION ASPHALT CONC. PAVEMENT CL. B. 0.60' SECTION ASPHALT CONC. PAVEMENT CL. 8, 0.15' OVERLAY ASPHALT CONC. PAVEMENT 91- 8, 0.75' SECTION CONC. CL. 4000 FOR BRIDGE• APPROACH SLAB ASPHALT CONC. PAVEMENT CL. 6, 0.15' SECTION CEMENT CONC. PAVEMENT - SPECIAL NOTES; 1. FOR BARRIER TREATMENTS AT BRIDGE APPROACH SEE SHEETS AS2 AND AS3 2. CIP MEANS CAST -IN -PLACE PROGRAM DEVELOPMENT DMSION • .�. Washington State T Department of Transportation SR 5 TUKWILA TO LUCILE ST. NOV AND SC8D1- STAGE 2 • TiTD M111'/OIL rl u ,c.►c12,1ilI1E10►_1i- --. (P RAID UNION _,.ACIFIC Wou,NO #5 X v 2651 +00 (71.00' LT) r iii / /iirrii//////iiiiir//////ii /iii• RETAINING WALL RW -3 EXIST CEM CONC. PAV'T CIP COr I�j��!"2655 W/ ASPHALT CONC. OVERLAY -•� EXIST CEM CONC. PAV'T /11././../_/_/_ .i.'/ (70.12' RT $. SR 2729277� 0: a 2651 +29 (69.83' RT) END BEAM - GUARDRAIL TYPE I, CASE I (ecT 2655.00 STATE DESIGNED BY: J. T. SLEAVIN 03/91 ENTERED BY: G. 5. NARANJO 0 .3/94 CHECKED BY:; E. V. HOURIGAN 06/91 PR J. ENCR. 5. L. EVERETT WASH BEGIN BEAM GUARDRAI T 2655.00 .. END BEAM GUARDRAIL TYPE 1 BEGIN CIP CONC. BARRIER TYPE 4 MODIFIED CONNECT BEAM GUARDRAIL TO CONC. BARRIER JOG PAVEMENT AT EXISTING RETAINING WALL 2659 +10± (69.83' RT TO 71.00' RT) FED. AID PROJ. NOCIal IuIN ACIM- 005 - 3(821) J08 NUMBER ID- 005 -3(821) 94W068 STPF -005- 3(821). 11/30i91 _DELETED `(TYPE A)- ' PB UNIT 2 0 PROGRA NOISE ORDINANCE ADMINISTRATOR FINDINGS AND DECISIONS APPLICANT: Washington State Department of Transportation LOCATION: Interstate 5 APPLICATION: 300 day noise variance for three years from TMC 8.22 DECISION: Approval with Conditions FINDINGS: 1. The applicant wants to construct improvements to the I -5 freeway in three phases, that require working between the hours of 10:00 p.m. and 7:00 a.m. for a total of 300 days from November 1994 to December 1997. During that time the noise standards of TMC 8.22 will be exceeded, therefore, a technical variance per TMC 8.22.190(b) is being sought. 2. Notice of the public hearing was published on August 31, 1994 and September 7, 1994, in the Seattle Times, and in the September "Hazelnut ". 3. A public hearing on the application was held by the Noise Ordinance Administrator on September 13, 1994 and the following exhibits were entered into the record. Noise variance presentation Maps of noise impacts Letter of August 29, 1994, Mowat Construction Company. 4. The Washington State Department of Transportation (WSDOT) is widening the I -5 freeway ramps and bridges for high occupancy vehicle lanes (HOV). I -5 carries 200,000 vehicles per day, therefore some work needs to be done at night when there is less traffic. Paving and pavement removal equipment, dump truck activity, compressors, electric generators, impact tools, heavy trucks, and cranes will be used in this construction. These pieces of equipment will generate 98 dB(A), or approximately 53 dB(A) over the 45 dB(A) allowed by TMC 8.22.030 and .050. This construction activity will generate at most 86 dB(A) until midnight, thereafter a 67 dB(A) noise level at residences along the freeway (WSDOT, September 2, 1994). The noisiest equipment will be shut down at midnight. 5. Noise from the trucks is generated by mufflers and back -up safety beepers, which will meet State and OSHA specifications. Noise Ordinance AdministA...; • Findings and Decision Page 2 6. Residents who testified requested they be informed of work start dates and be given a phone number to call with complaints. CONCLUSIONS: 1. TMC 8.22.190(b) sets forth the criteria for granting of a technical variance and requires the Noise Ordinance Administrator to strike a balance between the impact on residents and the overall, general public good being accomplished by the variance. In this application, the public good is being accomplished by the HOV improvement of this busy freeway (TMC 8.22.180(b)). The general safety and welfare will benefit by the facilitation of traffic movement by this improvement project. 2. In addition to using the State approved noise reduction devices on the equipment, additional noise mitigation measures are available to the applicant. Those measures include, but are not limited to, a 24 -hour hot -line which can trigger the applicant • installing noise walls between the impacted residents and the project, constructing noise walls around the air compressors, placing impacted residents in hotels temporarily. These mitigation measures are appropriate for the project and the long duration of the impacts on the residents of Tukwila. Attached is a comprehensive list of the appropriate mitigation extracted from a similar noise variance granted to WSDOT on April 19, 1993, for construction of the I- 405/Interurban Avenue interchange. In addition WSDOT should notify residents within 400 feet of the herein proposed work at least 14 days before work begins. 3. Practical means do not exist for adequate prevention, abatement or control of the noise impacts (TMC 8.22.190(b)). The effected mitigation of noise impacts is appropriate and can be practically accomplished. DECISION: Based upon the above, the Noise Ordinance Administrator grants the technical variance for a 300 -day period subject to incorporation of the attached into the construction contract. ENTERED October? , 1994, by the Noise Ordinance Administrator per TMC 8.22.180. '/ L. Rick Beeler Noise Ordinance Administrator Noise Ordinance AdministCr Findings and Decision PARTIES OF RECORD: � Susan Everett, Washington State Department of Transportation Lawrence Hopper Joan Hernandez Dale Morimoto, Washington State Department of Transportation Larry Magnoni, Washington State Department of Transportation Public Works Department NOTICE OF RIGHTS TO APPEAL: Page 3 Any party aggrieved by the decision of the Noise Ordinance Administrator may appeal that decision to the Board of Adjustment by filing that appeal in writing with the City Clerk within ten (10) calendar days of the date of that decision. An appeal must be made in the form specified in TMC 8.22.280(b). NIGHT TIME NOISE VARIANCE r The State anticipates that some work activities, including but not limited to bridge construction, temporary ramp construction, permanent • ramp construction and paving of city streets, must occur at night. As a result, the WSDOT has obtained written authorization.to allow night time work that will exceed the present allowable night time City of Tukwila noise levels. The variance will allow construction work exceeding ordinance levels to be performed for 3Q) days between the hours of 10:00 p,m. and 7:00 a.m. The Contractor is alerted that non- standard equipment and work practices may be required to meat the variance conditions. The Contractor shall abide by the following noise mitigation measures while performing night time work: 1. The Contractor's supervisory ,personnel shall attend noise mitigation classes sponsored by the WSDOT for a period of up to .4 hours. Subsequently, these supervisors shall present noise mitigation methods to other Contractor personnel at safety meetings or through other means of instruction. The Contractor will not be allowed to perform work after 10:00 p.m. until this attendance requirement is met. 2. The Contractor shall notify the WSDOT and the City of Tukwila a minimum of 14 days prior to beginning night time work. The notification shall contain the anticipated activity, equipment involved, and duration and date of activity. 3. The Contractor will not be allowed to utilize pile drivers, jackhammers and other impact type equipment for installation and removal of shoring and cofferdams and inbtall•ation of H- piles, and any other impact type work during the hours of 10:00 p.m. to 7:00 a.m. 4. All required backup alarms will be the least obtrusive OSHA - approved ambient sensitive type. •5. All truck beds used in the export haul of material will .be lined with rubber to reduce noise impact. 6. Stationary equipment; such as air compressors, generators, light plants, or any other, shall be shielded from the residential areas by portable barriers, noise blankets or other means that utilize the best available means to mitigate noise. Other stationary machinery for off road use, such as cranes, shall use double mufflers. The Contractor shall for all mobile equipment use noise blankets, skirts, or EEC VVED• • other means available to mitigate noise. that does not reasonably interfere with the operation of the engine. 7. During pavement removal, all material spilled on .the roadway shall be removed by sweeping. No scraping type equipment shall be used. 8. The contractor_ shall not use compression brakes. 9. Upon receiving two or more substantiated continuing complaints, the State will accomplish testing in the bedrooms of affected residents. If measurements are above 52 dBA during night construction, then the . Contractor will be required to take further mitigation measures such as, but not'limited to, insulating the windows, providing motel accommodations, or installing temporary noise walls. •If'night non work time interior readings are in excess. of 52'dBA then interior readings during night work shall not exceed the non work readings. 10. The maximum permissible noise level for equipment llowed during night time work is 88. dBA at 50 feet1C r iotecect. ti.d r -i 'c- oafs cieasrt.. Failure of the Contractor to perform all obligations under the City of Tukwila noise variance and the requirements of this special provision will result in suspension of all night work permitted by the noise variance. A copy of the noise variance is available for Contractor review at.the Construction Project Engineer's office. Ronitoring Requirements The WSDOT will periodically monitor night, noise levels, and will provide the City of Tukwila with periodic reports of the noise monitoring results. Reports will be in writing and will include noise levels,'location, time and the primary construction activity at the time. Sound level measurements will be consistent with WAC Chapter 173 -60. All construction equipment will be measured to determine compliance with the 88 dB,A. at 50 feet limit. It is' anticipated that there will be several of these individual, checks made during the life of thevariance, 'since there will be several months elapsed time between work operations, and it is possible that unchecked equipment could be brought to the site. An integral part of the monitoring program is Contractor interface, some mitigative techniques may prove to be more effective than others. Likewise, it may be learned early that certain equipment cannot be used. The Contractor will need ready access to WSDOT findings, and WSDOT intends to cooperate with both the Contractor and the City in sharing the information as quickly as possible. h. i- ,. "il °+vYi`.:i't11:.'.:'f',d?YC •U t% ir` V: .i4:I4Y +.•!7.x1a,J:ay`•JSn9arr. •G•tmms..,• r. Complaint Proaadures The Construction Project Engineer (PE) will be alerted of all complaints. The PE will . evaluate the complaint and the monitoring measurements and take appropriate action based on the above criteria. This action will include such things as further mitigation activities, removal of equipment from the job, or a work stoppage. to develop an acceptable procedure. WSDOT will provide and monitor a.24 hour complaint hot line. The hdt line telephone number will be prominently displayed by WSDOT *on construction signs and will be distributed to area residents. Payment' All costs incurred by the Contractor in meeting the requirements• of the noise mitigation measures. while performing night time work, including but not limited to attending noise mitigation classes, installing ambient sensitive beepers, truck bed liners, noise barriers, double mufflers or shields; and providing window insulation, motel accommodations or temporary noise walls shall be included in the contract prices for the items of work on this project. • TESTIMONY FOR A TEMPORARY NOISE VARIANCE September 13, 1994 Attendance: Representing WASHDOT: Susan Everett and Larry J. Magnoni Representing Staff: Jack Pace and Joan Hernandez Jack Pace introduced the meeting and explained it was a public hearing on a noise variance by WASHDOT. The variance is for operation of a technical variance for the hours of 10:OOpm - 12:OOam for impact equipment and other equipment beyond that. The public notice for this meeting was published in the Hazelnut and the Seattle Times. First the applicant will explain the proposal and submit any testimony into the record. Then there will be an opportunity for questions for the applicant. Following that will be an opportunity for rebuttal, then the hearing will be closed. Anybody who participates in tonight's meeting or signs the sign -in sheet will get a copy of the decision. Once the decision has been made there is a 10 day appeal period. At that time, if no appeal has been submitted, then the decision is final. If a decision is appealed it will go to the Board of Adjustments. WASHDOT Susan Everett, Project Engineer Our project consists of building a carpool transit lane (HOV) along I -5 in the city limits of Tukwila. This is part of a larger project to build HOV lanes from Seattle to Tacoma along I -5. This project consists of three different projects each having a distance of over 10 miles in length. The boundaries of the construction is Corson Avenue to the north of the city limits to South 188th, south of Tukwila city limits. In the northbound direction, the project begins at Boeing Access Interchange northbound to the Tukwila Interchange. It also includes a truck climbing lane up the Southcenter Hill. The work will consist of building the truck climbing lane, HOV lane, bike paths, ramp meters and HOV by- passes for the ramp meters on the on- ramps. There will also be signage improvements. The work in the project includes bridge and roadway widening, retaining wall work, earth work, drainage, ramp construction, concrete and asphalt paving and paving repair of the existing roadway. WASHDOT is proposing night work because this area is one of the most highly traveled areas along I -5. Work adjacent to traffic lanes is dangerous to workers and the traveling public. Closing lanes during the high traffic time results in extensive traffic delays which can result in rear end accidents for the motorists and vehicles beginning to detour onto local access streets. Because of the danger and inconvenience we propose most of our lane closures in the evening hours. Noise Variance Testimony September 13, 1994 Page 2 Not all the work will be done at night. WASHDOT has designed in this project, ways to do the vast majority of the work during day time hours. We have purchased a rapidly movable barrier which can be moved in and out of lanes in a short period of time. This will allow us to take a lane during the day during the non -peak hours. For example in the northbound direction in the afternoon. We will also allow the use of rapid set concrete, decreasing the construction time on some of the highway ramps. This allows us to do some of the ramp work in one weekend instead of two or one evening instead of several. The noise levels that will be experienced during the night time work will not endanger public safety. They are below the levels which would cause any hearing damage. Because of the nature of highway work, it is not practical to avoid these noise impacts. The construction and improvements to I -5 is for the public good. Larry Magnoni, Acoustical Engineer I want to go throughout the project as if we were driving south to north and explain what the noise level will be like during construction activity. The noise levels that I will be talking about are the worst case noise levels, the closest house to the construction and the noisiest construction activities. The Tukwila noise regulation currently states that construction activities can occur between 7:OOam and 10:OOpm. We are asking for a two hour extension of that time and to continue working through the night. We have written special provisions that will require the contractor to cease the noisiest activity at 12:OOam. The type of equipment that will make the most noise is impact type. Those are the activities that will be ceased after midnight. From midnight on the activities will be saw cutting, moving the barrier, moving in girders, paving activities, and installing side bridge structures. • Most of the section from 188th to 178th is not well inhabited. In this area the noise level is expected to be about 57 decibels which would probably not be heard by the residents. It does however go over the 45 decibel regulations so we are asking for the variance. • From 178th northbound, around 53rd, I expect the construction activities to be between 62 and 65 decibels. I don't expect any impact type of equipment to be used in this area. • As we approach the Tukwila intersection we will bring in some of the impact equipment which will cause a 75 high decibel noise level. The source of that noise being from the Klickitat area. • I didn't address the noise level for the Southcenter area because it is primarily commercial • In the area by Crystal Park there will also be a high level of 75 with a normal activity level of 48 -69 decibels. The source of this noise level will probably be caused more from the Tukwila Interchange. • As we cross over the Interchange we have a predominantly commercial area but the few residents will experience a high level of 80 decibels which would cease at midnight. The normal activity level would fall between 67 -76 decibels. • The area with the apartments would have noise levels in the range of 86 decibels to midnight then drop off to 66 -78 decibels for the remainder of the night. • As we move north of 151st street into more residential areas, we have a high noise level of 77 decibels with a normal activity level of 64 -71 decibels. On the other side of I -5 it would be 82 decibels until midnight then 66 -71 after that. That would bring us up to 144th street. • From 144th to Interurban Avenue they can expect a high noise level of 85 decibels then 70 -80 throughout the night. On the east side of I -5 in the residential section north of 144th, they can expect a 75 decibel high level with no impact type of equipment, and a normal level of 64 -72 decibels. Noise Variance Testimony September 13, 1994 Page 3 • North from the 518 interchange to 129th, the activity is quite removed from the residents on the other side of the river. The high level is expected to be 78 decibels and normal activity at 62 -69 decibels. • From 129th to the Martin Luther King access, most of this area is King County who we have approached for a variance. Many of these export/import storage areas blocked the view of I -5 and the impending construction activity. The high level may be as high as 69 decibels but normal activity will be at 64. • At this end (area shown on map) they are most exposed. The high level will be at 71 decibels, 67 -76 during other hours. • Along Martin Luther King Way there will be 82 decibels at the highest level and 63 -66 at a normal area. • As we get closer to the Boeing Access Road there is a lot of vegetation to reduce the noise so the high levels will only be at 63 decibels with regular construction activity at 55 -56 decibels. These are worst case scenarios and in most cases the noise levels will be less. The greater the distance the noise has to travel, it can drop a total of 6 decibels. Mr. Pace asked Mr. Magnoni to explain his qualifications as a noise expert. Mr. Magnoni stated that he was trained by HWA which is for construction noise (couldn't hear rest of statement.) Mr. Pace asked for him to explain how long the activity would occur. What are the perceived start and stop dates. Mr. Magnoni explained that this is part of three projects. One of the projects starts at the Pierce County line and goes to the Tukwila Interchange and is a three year project. Ms. Everett explained that construction would begin in mid- January and last three years, but a particular area would not be affected more than a handful of days throughout the project time. Mr. Pace asked if this project goes year- round, will some of the numbers mentioned change due to the lack of vegetation during the winter months. Mr. Magnoni said that the only area where vegetation was considered was the Boeing Access Road area. Most of that vegetation is coniferous so during summer or winter most people would not notice a substantial change in noise. Lawrence Hopper. 5105 S. 136th, Seattle What would the average dB noise be during the rush hour along I -5? I am curious what I normally hear during rush hour versus during construction. Mr. Magnoni said that during the worst situation the highest volume would produce noise levels decibels in the 70's. Noise Variance Testimony September 13, 1994 Page 4 Unidentified speaker If the variance is granted how will we be notified when the work will be performed in certain areas? Mr. Magnoni said that in past projects flyers were sent out notifying the residents. Ms. Everett said that in a typical project they issue numerous press releases to keep the public informed of the status of the project. Much of this night time work will result in some traffic congestion on I -5. Along with the specific notices WASHDOT does try to keep the public informed of the progress and the nature of the work that's going on. Unidentified speaker I would like to recommend that be part of the variance, that the surrounding property owners be notified and given a phone number to call if they felt the noise level had exceeded acceptable limits. Mr. Pace asked that a small map showing the road area identifying the noise levels, be attached to the letter he has from WASHDOT dated September 2nd which contains a narrative of the various noise levels. WASHDOT said it could be provided by the end of the week. Mr. Pace closed the public hearing. Prepared By, Diane Medler :Ei 3ctv EvPa'' 1c75Q0'T NOISE VARIANCE PRESENTATION CITY OF TUKWILA PROJECT DESCRIPTION Building HOV lane from Seattle to Tacoma along SR 5. Three separate construction projects over a distance of 10 miles. Portion from Corson Ave to S. 188th St. - Northbound and Southbound Boeing Access to Southcenter Interchange - Southbound from Corson to Boeing Access and from Southcenter Interchange to South 188th Interchange. Includes Truck Climbing Lane Southbound from Southcenter to S. 188th TYPE OF WORK Will build HOV lane, truck climbing lane and bike path. Ramp Meters and HOV bypasses for ramps SC &DI system Signing improvements Roadway widening requires bridge and roadway widening, retaining walls, earthwork, drainage, ramp construction, concrete and asphalt paving and pavement repair of the existing roadway. WHY WE NEED TO DO NIGHT WORK I- 5 is the largest highway in the state Nearly 200,000 vpd High speed facility Work adjacent to traffic lanes is dangerous to both the workers and the traveling public. Closing lanes during the high travel times during the day results in extensive traffic delays. Rear end accidents Vehicles detouring on local streets It is in everyone's best interest to have us do some of the work during nighttime lane closures. IN ORDER TO LESSEN THE AMOUNT OF NIGHT WORK, WE HAVE: Narrowed lanes to create a work area for daytime work. Provided for temporary barrier between the construction work and the traveling public Purchased 3 miles of rapidly moveable barrier, so we can safely take a lane during some hours of the day and perform some of the construction work. Allowed for the use of rapid set concrete in order to decrease the construction time and allow for weekend instead of evening work. t The cost of temporary barrier, moveable barrier and traffic control for the projects are The noise levels will not endanger Public Safety There is no practical way to avoid these noise impacts The construction of the HOV lane is in the public good. Turn over to Larry Mangounie Washingto State Departmen of Transportation Sid Morrison Secretary of Transp.rtation Mr. Rick Beeler Director of Comm 6300 Southcenter B Tukwila, WA 9818 Dear Mr. Beeler: This letter is in res variance request an receivers. nity Development vd., Suite 100 • Seven activities we activities are as fol illumination, (2) br stations, and other placement and rem and off ramps, (7) bridges. The antic in our August 19 s In all locations not receivers closest to lower noise levels. occur with the dou dBA measured at 5 feet. Sound also d source. This atten the height and loca • District 1 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 (206) 440-4000 September 2, 1994 p r ► SEP 0 21994 RE: SR 5 Tukwila Multiple Contract WO #s OL1220, OL1860, OL1861 Request for additional information for Technical Noise Variance onse to your request for additional information pertaining to our noise is a general description of the sound levels at the most affected residential e identified in our August 19 letter as requiring some night work. These ows: (1) installation and removal of signs, sign structures, and dge girder placement and widening, (3) installation of loop detectors, data C & DI equipment, (4) replacement of bridge rail and bridge joints, (5) +val of construction traffic barrier, (6) pavement removal and overlay of on emoval and replacement of main line pavement, and overlay of five pated noise levels, measured at 50 feet from these activities, were included bmittal. e levels will be of short duration. The projected noise energy levels are for the activity. Receivers further from the activity will receive substantially Noise levels diminish with distance. A 6 dBA noise level drop off will ling of distance from a noise source. For example, a noise level of 70 feet would be 64 dBA at 100 feet, 58 dBA at 200 feet and 52 dBA at 400 creases if an object interferes with the receivers line of sight to the noise ation depends on the relative elevations of the source and the receiver and ion of intervening objects. Mr. Rick Beeler September 2, 1994 Page 2 South 188th Street to South 178th Street The night time construction work needed at this location is the installation and removal of signs, sign structures and illumination, bridge girder placement and widening, and ramp pavement removal and overlay. Only residences along South 178th Street will receive noise above ordinance levels. The highest anticipated noise levels will be 57 dBA for sign bridge placement on the overcrossing. South 178th Street to Klickitat Drive Residential neighborhoods in this area consist of 53rd Avenue South from approximately South 175th to South 170th Streets, 54th Avenue South from South 170th to Slade Way, and along Klickitat Drive near Crystal Springs Park. Commercial property dominates the east side of I -5 and though some property is zoned residential west of South Center Parkway, no homes are currently in this area. Construction noise to the nearest residents in the 53rd Avenue South neighborhood would fall between 62 and 65 dBA or less, with the highest levels due to the sign bridge installation and removal work. The highest sound levels affecting the 54th Avenue South neighborhood are from the use of impact and grinding tools on the Klickitat Drive overcrossing. These sound levels will fall between 72 and 75 dBA. However, the contractor will cease the use of these tools at midnight. Other construction activity noise levels will fall between 48 and 69 dBA. Noise levels for homes along Klickitat Drive and near Crystal Springs Park will be the same as mentioned for 54th Avenue South residents for the type of activities mentioned. South 154th Street to South 144th Street Two neighborhoods were analyzed on the west side of I -5, one north and one south of South 151st Street. The east side of I -5 was also divided into two neighborhoods, one north and one south of South 150th Street. On the east side of I -5, along Macadam Road South, between Southcenter Blvd. and South 150th Street, three construction activities will produce the most noise; replacement of bridge rail and bridge joints, pavement removal and overlay of on and off ramps, and pavement removal and overlay of the bridge to I -5 from eastbound SR 518 over 154th Street. The residents most affected by these activities are second and third story receivers in the high density residential area along Macadam Road South, in the northeast quadrant of the Tukwila Interchange. Sound levels from these activities are anticipated to be Mr. Rick Beeler September 2, 1994 Page 3 77 dBA for the bridge rail and bridge joint work and 86 dBA for the removal and overlay of northbound I -5 on ramp near Macadam Road South. However, the contractor will cease use of impact tools at midnight and noise levels will reduce significantly. Noise levels produced by other construction activities will range from 66 dBA for the nearest mainline paving operation to 78 dBA for the nearest SC & DI work loop installation. The west side is predominately commercial but some residential properties are present. The highest sound levels calculated to the nearest residential properties fall between 71 to 77 dBA. Sound levels from the other construction activities are anticipated to range from 64 dBA for the paving of the Southcenter Blvd. and the northbound I -5 on ramp to 71 dBA for the sawcutting of loop detectors on the southbound mainline of I -5. The neighborhood on the west side of I -5 between South 151st and 144th Streets will be affected by the same night construction activities. The highest sound levels for this location will be 80 dBA and due to impact tools needed to complete the work. However, these noise levels will be greatly reduced as the use of impact and grinding tools will cease at midnight. Sound levels from other construction activities will fall between 76 and 67 dBA. Night construction activities for the neighborhood north of South 150th Street on the east side of I -5 will be limited to the installation and removal of signs, sign structures, and illumination, the installation of loop detectors, data stations, and other SC & DI work, and pavement removal and overlay of the I -5 on -ramp northbound from westbound Southcenter Blvd. The highest sound levels will be 82 dBA to the nearest receivers in this neighborhood. As mentioned, expected levels will drop significantly as the use of impact and grinding tools cease at midnight. The sound levels of the remaining construction activities will fall between 66 and 71 dBA. All work near this neighborhood will be of very short duration. South 144th Street to Interurban Avenue /South Foster Interchange Homes on the east and west side of I -5 south of South 142nd Street may receive noise levels of 75 dBA or less from the sawcutting operation. This is the only night construction activity that will affect these residents. This work will be of very short duration. Residents on the hill overlooking the interchange may have noise levels to 84 dBA during the bridge rail replacement. As mentioned, expected levels will drop significantly as the use of impact and grinding tools will cease at midnight. Noise levels from other construction activities will fall between 64 dBA for the paving operation to 72 dBA for moving traffic barrier. For one receiver at the end of S. 138th St., the highest noise levels may reach 85 dBA, but as mentioned, will significantly reduce at midnight. The other construction activities will produce sound levels between 70 and 80 dBA. Other nearby residents will have substantially lower noise levels. Mr. Rick Beeler September 2, 1994 Page 4 Interurban Avenue South to SR 900 Interchange Two neighborhoods within this area may receive noise from short duration construction activities. Residents on 56th Avenue are below the highway and partially shielded by the highway shoulder. The highest sound levels are anticipated to be 78 dBA or less. As mentioned, expected levels will drop significantly as the use of impact and grinding tools will cease at midnight. Other construction activities will fall between 63 and 69 dBA. Sound levels for residents along 51st Place South will be 69 dBA or less. These levels are due to impact tools needed to complete work but will cease at midnight. Sound levels of other construction actives will fall between 57 and 64 dBA. SR 900 Interchange to South Boeing Access Road Six of the seven construction activities listed at the beginning of this report will occur within this section. Bridge girder placement and bridge widening is not expected to exceed ordinance levels. Residents along South Wallace Street, within the city limits of Tukwila, may have sound levels to 82 dBA or less for work prior to midnight. Sound levels during loop placement for SC & DI work will be near the same level but will be for short duration. Sound levels for other construction activities will fall between 63 dBA for installation of sign bridges and 66 dBA for the paving. Residents at South 114th Street and 49th Avenue South may have sound levels to 67 dBA. Sound levels for other construction activities will fall between 55 and 66 dBA. The sound levels along 47th Avenue South may reach 62 dBA for work prior to midnight. The remaining construction activities will fall between 52 and 56 dBA. Sound levels at the first row houses along 44th Avenue South and 44th Place South may reach 71 dBA or less for work prior to midnight. The other construction noise levels will fall between 57 dBA for paving and 66 dBA for sawcutting loops. Another neighborhood on the west side of I -5 is situated on a hill overlooking I -5, north of 116th Avenue South. This neighborhood is shielded by intervening commercial property. Noise levels may reach 69 dBA or less for work prior to midnight. Sound levels for other construction activities will fall between 58 and 62 dBA. Noise levels projection demonstrate the worst cases. Most residences in the above descriptions are further from construction activities and therefore will experience lower noise levels. At all locations, these projected noise levels will be for short duration. Mr. Rick Beeler September 2, 1994 Page 5 ..�.. „. ,....:. " � Should any questions arise, please contact Larry Magnoni at 440 -4542 or Martin Palmer at 440 -4643. cc: file S. Everett MS 135 C. Arnold MS 58 R. Arnold MS 62 J. Scanlon MS 51 ) incerely, Dale Morimoto Environmental Program Manager Washington State VOI.1 Department of Transportation Sid Morrison Secretary of Transportation Mr. Rick Beeler Director of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Beeler: District 1 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 August 19, 1994 (206) 440 -4000 RECEIVED 1 9 1994 COMMUNITY DEVELOPMENT RE: SR 5 Tukwila Multiple Contract WO #s OL1220, OL1860, OL1861 Technical Noise Variance The Washington State Department of Transportation (WSDOT) is currently preparing plans for several contracts that will provide improvements to Interstate 5 between the Pierce County line and the city of Seattle. Specifically, these contracts will provide for the construction of High Occupancy Vehicle (HOV) and truck climbing lanes, HOV bypass ramps, widen and overlay roadways and structures, signing improvements, and Surveillance Control and Driver Information (SC & DI) systems. For your convenience, we have attached a vicinity map and plan sheets showing the project locations. The three contracts and the project limits of each are: Pierce Co. Line to Tukwila, Stage 1 Tukwila to Lucile St., Stage 3 Tukwila to Lucile St., Stage 2 MP 152.26 to MP 154.38 MP 153.94 to MP 155.98 MP 155.98 to MP 158.32 Night work is necessary to erect sign structures and place temporary traffic safety barrier. This is caused by work that will be occurring in narrow areas within and adjacent to the travel lanes, presenting a danger to the traveling public and project workers. Lane restrictions are also necessary for movement of equipment and materials and to allow sufficient room for equipment and workers to perform the work. SR 5 is a high volume interstate highway. Lane restrictions for the public safety, for each contract is as follows: MP 152.26 to MP 154.38 I -5 southbound Sunday through Thursday Saturday Saturday night through Sunday morning 8:00 P.M. to 5:00 A.M., 6:00 A.M. to 10:00 A.M. 8:00 P.M. to 8:00 A.M. August 19, 1994 Page 2 I -5 northbound Sunday through Thursday 8:00 P.M. to 5:00 A.M. Saturday 6:00 A.M. to 10:00 A.M. Saturday night through Sunday morning 8:00 P.M. to 8:00 A.M. MP 153.94 to MP 155.98 I -5 southbound Sunday through Thursday Saturday night through Sunday morning I -5 northbound Sunday through Thursday Saturday night through Sunday morning 8:00 P.M. to 5:30 A.M. 8:00 P.M. to 9:00 A.M. 10:00 P.M. to 5:00 A.M. 10:00 P.M. to 9:00 A.M. MP 155.98 to MP 158.32 I -5 southbound Sunday through Thursday 7:00 P.M. to 5:00 A.M. Saturday 6:00 A.M. to 11:00 A.M. Saturday night through Sunday morning 7:00 P.M. to 11:00 A.M. I -5 northbound Sunday through Thursday 10:00 P.M. to 5:00 A.M. Saturday 6:00 A.M. to 11:00 A.M. Saturday night through Sunday morning 10:00 P.M. to 11:00 A.M. It is therefore necessary to do construction work at night. The night work that will require lane closures include installing sign structures and illumination in 32 locations, placing girders and widening 7 bridges, installing loop detectors, data stations, bridge joint replacement, barrier placement and removal, CCTV for SC & DI in 9 areas, and paving of 22 on /off ramps throughout the length of Interstate 5 within the city of Tukwila. Installation of loop detectors, data stations, and closed circuit televisions will require the use of a pavement saw, air compressor, and light plant. Noise levels for this activity may reach 85 to 88 dBA when measured at 50 feet. Sound levels will vary at the receiver relative to the distance from the source and intervening terrain. We will need 36 nights noise variance for this item of work. Four nights are needed for each installation area as listed below: August 19, 1994 Page 3 Tukwila to Lucile St. Stage 3 Vic. of Milepost 154.58 to Milepost 154.79 Vic. of Milepost 155.28 to Milepost 155.30 Vic. of Milepost 155.64 to Milepost 155.98 22 Loop Detectors: 20 Loop Detectors: 28 Loop Detectors: Tukwila to Lucile St. Stage 2 Vic. of Milepost 156.02 to 156.11 Vic. of Milepost 156.44 Vic. of Milepost 157.13 to Milepost 157.33 Vic. of Milepost 157.59 Vic. of Milepost 157.81 to 157.93 Vic. of Milepost 159.46 17 Loop Detectors 20 Loop Detectors 28 Loop Detectors 3 Loop Detectors 21 Loop Detectors 3 Loop Detectors New bridge construction and widening work will require a rolling slowdown while girders are delivered and lane restrictions for placement. This will be done in conjunction with the Washington State Patrol. Two 100 ton cranes will be needed to remove girders from the transport vehicle and for placement. Other equipment we anticipate includes electric generators, air compressors, air hammers and chisels, boom trucks, and large diesel trucks for hauling girders. Equipment varies in decibel output depending on many factors. Based on previous observations, the maximum projected noise levels from the equipment are 88 to 92 dBA at 50 feet. We will need 21 nights noise variance for this item of work. Three nights are needed at each installation area as listed below: Pierce Co. Line to Tukwila, Stage 1 Vic. of Milepost 152.26 to 152.30 South 188th Street Overcrossing Bridge 5/516 W Vic. of Milepost 154.13 to 154.15 Klickitat Drive Overcrossing Bridge 5/520W Tukwila to Lucile St. Stage 3 Vic. of Milepost 154.13 Vic. of Milepost 154.35 to 154.52 Vic. of Milepost 154.64 to 154.66 Klickitat Drive Overcrossing SB HOV Lane (New Structure) SR 405 Overcrossing NB and SB HOV Lanes (New Structure) South 154th St. Overcrossing NB HOV Lane (New Structure) August 19, 1994 Page 4 Tukwila to Lucile St. Stage 2 Vic. of Milepost 156.00 to 156.02 Vic. of Milepost 156.34 Interurban Avenue Overcrossing Bridge No. 5/525.5 E, Bridge No. 5/525.5 W, and the New SB HOV Lane Structure Duwamish River Bridges No. 5/526 E and No. 5/526 W During the placement of cantilever and bridge sign structures, temporary closures of SR 5 will be necessary. We anticipate the work will require the use of one 60 ton crane, one truck and trailer combination, one truck mounted crane, and one forklift. The noise level for this activity is anticipated to be between 83 and 88 dBA as measured 50 feet from the activity. We will need 64 nights noise variance for this item of work. Two nights are needed at each installation area as listed below: Pierce Co. Line to Tukwila, Stage 1 Vic. of Milepost 152.28 SB SR 5 Bridge Sign Vic. of Milepost 153.00 Vic. of Milepost 153.15 SB SR 5 Ramp to Military Rd. Sign Bridge SB SR 5 Bridge Sign Vic. of Milepost 153.41 NB SR 5 VMS Sign Vic. of Milepost 153.92 SB SR 5 Cantilever Sign Tukwila to Lucile St. Stage 3 Vic. of Milepost 154.58 Vic. of Milepost 154.68 Vic. of Milepost 154.85 Vic. of Milepost 154.86 Vic. of Milepost 155.02 Vic. of Milepost 155.17 Vic. of Milepost 155.42 Vic. of Milepost 155.44 Vic. of Milepost 155.61 Vic. of Milepost 155.62 SB SR 5 New Sign Bridge S13 SR 5 Removal NB SR 5 New Cantilever Sign. Bridge SB SR 5 Removal & New Sign Bridge SB SR 5 Relocate Cantilever Sign Bridge NB SR 5 Removal & New Cantilever Sign Bridge SB SR 5 Cantilever Sign Bridge NB SR 5 Removal & New Cantilever Sign Bridge NB SR 5 Removal & New Cantilever Sign Bridge SB SR 5 New Sign Bridge August 19, 1994 Page 5 Vic. of Milepost 155.80 NB SR 5 Cantilever Sign Bridge Vic. of Milepost 155.97 SR 599 Removal & New Sign Bridge Vic. of Milepost 156.15 Vic. of Milepost 156.18 Vic. of Milepost 156.22 Vic. of Milepost 156.24 Vic. of Milepost 156.25 Vic. of Milepost 156.65 Vic. of Milepost 156.67 Vic. of Milepost 156.78 Vic. of Milepost 156.83 Vic. of Milepost 157.31 Vic. of Milepost 157.55 Vic. of Milepost 157.56 Vic. of Milepost 157.59 Vic. of Milepost 157.60 Vic. of Milepost 157.92 Tukwila to Lucile St. Stage 2 SB SR 5 (Remove) SBSR5 NBSR5 NB SR 5 (Remove) SB SR 5 SB SR 5 (Remove) SB SR 5 (two structures) NB SR 5 SB SR 5 (Remove) NB SR 5 (Remove) (Bridge Structure) NB SR 5 (Remove) (Bridge Structure) NB SR 5 (Bridge Structure) SB SR 5 (Remove) SBSR5 Boeing Access Rd. Bridge (2 Bridge Structures) Traffic restrictions will be necessary for the removal and resetting of traffic barriers. We anticipate one crane and three or four truck and trailer combinations will perform this work. The noise level for this activity is expected to fall between 81 and 84 dBA as measured at 50 feet. We will need 12 nights noise variance for this item of work. Three nights will be needed to complete each barrier shift. Four barrier shifts will be required and will be spread throughout the life of the project depending on the contract. This work will take place at intervals between milepost 152.26 and milepost 158.32 as needed to protect workers and the public. Ramp resurfacing and widening of 14 ramps will require traffic restrictions. Equipment to perform this will include a grinder, loader, jackhammer, truck and trailer combination, and paver. Typical sound levels produced by grinders and jackhammers are 88 to 91 dBA for grinders and 86 to 98 dBA for jackhammers when measured at 50 feet. However, we will require the contractor to cease use of such equipment at midnight. The remaining paving and widening operations are anticipated to generate sound levels between 82 and 85 dBA at 50 feet. We will need: 84 nights noise variance for this item of work. Three nights during two consecutive weekends for a total of six nights will be needed at each installation area as listed below: August 19, 1994 Page 6 Pierce Co. Line to Tukwila, Stage 1 Vic. of Milepost 152.60 to 152.73 Vic. of Milepost 154.15 to 154.32 SB SR 5 Off -Ramp to Military Road Klickitat Drive to SB SR 5 Tukwila to Lucile St. Stage 3 Vic. of Milepost 154.47 Vic. of Milepost 154.64 to Milepost 154.94 SR518toNBSR5 Southcenter Blvd. to NB SR 5 Vic. of Milepost 155.60 to Milepost 155.89 SR 599 to SB SR 5 TB' Line Vic. of Milepost 155.83 to Milepost 155.93 SR 599 to SB SR 5 `BR' Line Tukwila to Lucile St. Stage 2 Vic. of Milepost 156.00 to Milepost 156.20 Vic. of Milepost 156.00 to Milepost 156.20 Vic. of Milepost 157.10 to Milepost 157.50 Vic. of Milepost 157.10 to Milepost 157.70 Vic. of Milepost 157.50 to Milepost 157.70 Vic. of Milepost 157.50 to Milepost 157.70 SB SR 5 to Interurban Ave. Interurban Ave. to NB SR 5 SB SR 900 to SB SR 5 NB SR 900 to NB SR 5 SB SR 5 to SB SR 900 NB SR 5 to NB SR 900 Vic. of Milepost 158.10 to Milepost 158.20 SB SR 5 to Boeing Access Road Vic. of Milepost 157.90 to Milepost 158.00 Boeing Access Road to NB SR 5 Mainline pavement removal and overlay of three bridges will all occur during two weekends. Equipment to perform this work will include a pavement saw, grinder, loader, jackhammer, truck and trailer combination, and paver. Projected sound levels for this activity are the same as mentioned for the ramp resurfacing and widening activity mentioned above. We will need 42 nights technical noise variance for this item of work. Three nights of two weekends will be needed at the installation area as listed below: Pierce Co. Line to Tukwila, Stage 1 Vic. of Milepost 154.13 Klickitat Drive Overcrossing Bridge No. 5/520W Tukwila to Lucile St. Stage 3 Vic. of Milepost 154.39 SR 405 Overcrossing Bridge No. 5/521E August 19, 1994 Page 7 Vic. of Milepost 154.66 Vic. of Milepost 156.00 South 154th Street Overcrossing Bridge No. 518/25E -N Tukwila to Lucile St. Stage 2 Vic. of Milepost 156.34 to Milepost 156.50 Vic. of Milepost 156.50 to Milepost 156.70 Vic. of Milepost 157.60 to Milepost 157.70 Interurban Avenue Overcrossing Bridge No. 5/525.5 E and W Duwamish River Bridges No. 5/526 E and No. 5/526 W SB SR 5 pavement rehabilitation and panel replacement SB SR 5 distressed pavement area Bridge joint replacement and bridge rail replacement will require traffic restrictions. We anticipate this work will require a grinder, pavement saw, loader, chipping gun, truck and trailer combination. Typical sound levels produced by grinders and chipping guns are 88 to 94 dBA when measured at 50 feet. We will need 27 nights noise variance for this item of work. Three nights will be needed at each installation area as listed below: Tukwila to Lucile St. Stage 3 Vic. of Milepost 154.39 Vic. of Milepost 154.47 Vic. of Milepost 154.64 Vic. of Milepost 154.64 Vic. of Milepost 154.66 Vic. of Milepost 155.93 Vic. of Milepost 155.91 to 155.95 Vic. of Milepost 157.21 to 157.31 Vic. of Milepost 157.65 to 157.73 SR 405 Overcrossing Bridge No. 5/521 E &W SR 405 Ramp Overcrossing Bridge No. 5/522 W South 154th Street Overcrossing Bridge No. 5/523 S -W South 154th Street Overcrossing Bridge No. 5/523 W South 154th Street Overcrossing Bridge No. 518/25 E -N SR 599 Undercrossing Bridge No. 599/I 5- S1 Interurban Avenue Overcrossing Bridge No. 5/525 N -N SR 900 Undercrossing Bridge No. 900/13W SR 900 Undercrossing Bridge No. 900/12W .. _.� �...,, ..,. ': August 19, 1994 Page 8 As a measure to mitigate noise, our contractor will perform the work under the following conditions: 1. All trucks performing export haul shall have rubber bed liners between the hours of 10 PM to 7 AM Monday through Friday and 10 PM to 9 AM on Saturday and Sunday and; 2. All backup warning devices shall be the least intrusive ambient sensitive type or the contractor may use a backup observer in lieu of backup warning devices as allowed by WAC 296 - 155 -610 (2) (e). The earliest starting date for this work is December 1994 and the expected completion in December 1997. To ensure the reasonable safety and convenience of the public, we are requesting a technical noise variance from the requirements of Chapter 8.22 pursuant to subsection 8.22.190(b) of the Tukwila Municipal Code. To complete the above mentioned work we need 283 nights for the three construction contracts for work within the City of Tukwila. We appreciate your earliest response. Should any questions arise, please contact Larry Magnoni at 440 -4542 or Martin Palmer at 440 -4643. LM cc: file S. Everett C. Arnold R. Arnold I. Goller MS 135 MS 58 MS 62 MS 59 Sincerely, P.) Dale Morimoto Environmental Program Manager %TYDepartment of ' Washington State Sid Morrison Secretary of Transportation M6 171994 COMMUNITY DEVELOPMENT Rick Beeler Director of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Beeler: District 1 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 (206) 440 -4000 August 15, 1994 Re: SR5 HOV and SC &DI Improvement Temporary Noise Variance As requested, the following is a brief summary of the combined planned construction improvements along SR 5 and the estimated number of nights requiring noise variance within the City of Tukwila. The Washington State Department of Transportation (WSDOT) is currently planning to make improvements to Interstate 5 between Interurban Avenue South and South 188th Street. The improvements include the construction of an HOV lane, a truck climbing lane, HOV ramp bypasses, resurfacing, safety and signing improvements, additional access and a Surveillance Control and Driver Information (SC &DI) system. Night work will be necessary to install sign bridges, girder placement, portions of the SC &DI installation, bridge rail and expansion joint replacement, bridge bearing replacement and paving. WSDOT is requesting a technical variance pursuant to Tukwila City Code 8.22.180. The department has estimated a need for 300 nights for three construction contracts extending from November 1994 to December 1997. If you need further information please Martin Palmer at 440 -4643 or Larry Magnoni at 440 -4542. cc: file Dave Edwards MS 135 Dale Morimoto Environmental Program Manager AUG- 15 —'94 MON 16:51 ID:WSDOT FLR 5 DIST 1 TEL NO:206- 440 -4805 ♦ Washington n ootZit Dopy sportation Old Morrison Secretary of Transportation Rick Beeler Director of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Dear Mr. Beeler: #292 P01 Disttilot 1 15700 Dayton Avenue North P.O. Box 330310 Seattle, WA 98133 -9710 (206) 440 -4000 August 15, 1994 RECEIVED ' 151994 COMMurv; , y DEVELOPMENT Re: SR5 HOV and SC&DI Improvement Temporary Noise Variance As requested, the following is a brief summary of the combined planned construction iuiptuvements along SR 5 and the estimated number of nights requiring noise variance within the City of Tukwila. The Washington State Department of Transportation (WSDOT) is currently planning to make improvements to Interstate 5 between Interurban Avenue South and South 188th Street. The improvements include the construction of an IOV lane, a truck climbing lane, HOV ramp bypasses, resurfacing, safety and signing improvements, additional access and a Surveillance Control and Driver Information ( SC&DI) system. Night work will be necessary to install sign bridges, girder placement, portions of the SC &DI installation, bridge rail and expansion joint replacement, bridge bearing replacement and paving. WSDOT is requesting a technical variance pursuant to Tukwila City Code 8.22.180. The department has estimated a need for 300 nights for three construction contracts extending from November 1994 to December 1997. If you need further information please Martin Palmer at 440 -4643 or Larry Magnoni at 440 -4S42. cc: file Dave Edwards MS 135 Sincerely, 4- Dale Morimoto Environmental Program Manager T.23N. R4E. W.M • • • • 1 • 1 1 / / / / / 1 • / • / • • / • 0 0 rn N W z saps SB HOV .1 • BEGIN RETAINING WALL RW -2 NG WALL RW -1 @ SB HOV 531 +10.50 (f27157-ff) 291 -38.50 (22.0' RT) SB SR 5 535 CONC. BARRI R SB HOV 540 +50 c (8.0' LT.) \u END RETAINING WALL RW -2 S8 HOV 537 +50.0 22.0' RT c •541 RET. WALL RW -2 BEGIN RET. WALL RW -3 fa NB HOV 53B� 25.4 i. //T / /— EXIST. CEM. CONC. PAV'T ARRI R 254 'SBEGIN •NC. BARRIER TYPE 2 4 NBN H0 533 +70 (4.0' RT.) \ . N 0 50 100 SCALE IN FEET 1 RV?' 1 STATE FED. AID PROJ. NO. Sao E s s PROGRAM DEVELOPMENT DIVISION �► Washington State 1 I ' WASE DESIGNED BY: D. RODEN 11/94 1 Iv/ Deportment of Transpc ENTERED BY: 5. STEINMETZ / T. BUi 11/94 CHECKED BY: J. BROWNE 11/94 1 JOB NUMBER PROJ. ENGR. S. 1.. EVERETT PARSONS BRINCKERHOFF DIST. ADM. R. 0. ANDERSON I I �:ONTRACT NO. DATE DATE REVISION , BY (�jUl/ R�4 E . W.M W OLA i 2535 •Ifi SB SR 5 535 CONC. BARRIER TYPE 2 -T 2540 0 rn N + SB HOV 540 +50 0 (8.0' LT.) \Y) END RETAINING WALL RW -2 . SB HOV 537 +50.0 22.0' RT 0 a ,540 77/777/77/72- 2535 EXIST. CEM. CONC. PAV'T ARRI R 2540 TYPE 2 NI Y/ // / / / / / / / / / / / / / / / //. / / / /4 //` LO M EGIN`CONC. BARRIER TYPE 2 NH \HOV \533 +70 (4.0' RT.) 1 � -� -J L.- __- -_ -� -- I , 1 0 50 100 SCALE IN FEET C====== ' =GEND EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER 'rr,w,'/i LIMITED ACCESS R/W TURNBACK LINE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB BR LD 6 E 531 [= c t� 0. rim iv( I e rig VeNle4 re•Nrova. 1 and or!'er /ay Br'Jje ConsirKeiiDn work 1� R ert4efaCZol art4 tvcote•I Zh9 o-f rawii, s �/ 0 B,•..Q1 ra i. rep I RCe w. a vt.6 RECEIVED ALIO 191994 DEVELOPMENT " PROGRAM DEVELOPMENT DIVISION 41.• Washington State PV2 Var Department of Transportation ..R or SHEITS p PARSONS -le BRINCKERHOfF PAVING PLAN STA. 529 +00 TO STA. 540 +50 Itt ziu J T.23N. R4E. W.M. TUKMOILA MATCH LINE 203 +00 SHEET PV3A • • LS' LINE B' LINE 2545 `m — - -- - - - -- / Nrn / v.F v 11 i.jo ..j may° h� j Q SB HOV 540 +50 1 / (8.0' LT.) / Q. 1 l II I 0 A 11 on .ru CONC. BARRIER TYPE 2 n BEAM GUARDRAIL TYPE 2 ARRI R (31. HO' (31.0' END RET. WALL RW -3 II i'L-13ARF21 . NB HOV 524 +64.00 II -, :__ II • EXIST. CEM. CONC. PAV'T �ina la`.tr R4E. W.M. MMOLA ,HATCH LINE 203 +00 SHEET PV3A LS' LINE B' LINE \\‘ 1 ,' / BEGIN BEAM i �N GUARDRAIL TYPE 1 / �Q B 204 +00 19.0' / / �- o / // -1 e4 / / n 11 00 - rn M c A cza...-N�, N 1 A c1 O N A A 11 4 4 1 d A o a u L�\ 0 ++ ��. \ 9 \ N C1 20331.72 2550°n nun BEAM GUARDRAIL o •=`,.. Q ..�� X i CD CD ■ CLYL 233» NC :ARRI R TYPE 2 N N HOV n END BEAM p GUARDRAIL B 208 +25.0 11 (15.0' LT) M S. N 20E +31.7 F � N W_ 7 EXIST. CEM. CONC. PAV'T T.S. 207t217.20 I. NB SR 5 LN' LINE MATCH LINE 209+50 SHEET PV4A 0 50 100 SCALE IN FEET cd...012 N EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL E_____= EXISTING CONC. BARRIER CONC. BARRIER e// / / // /i LIMITED ACCESS R/W TURNtJACK LINE i�•�i�i�i�i�i� CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB See S eeL PV12 (fc;Ps" / a \I e die c-e i "ri s PROGRAM DEVELOPMENT DIVISION ► Washington State T � Department of Transportation PV3 c.. = PR PARSONS BRINCKERHOFF PAVING PLAN STA. 540 +50 TO STA. 552 +50 I T.23N. R4E. W.M. TUKWI z -LS' LINE o° ------ _____________ _ - — -� - SR 51 TOA OF oo >re so IR -m + co 4. 0 • RE tin ^M STATE PROJ. FED. AID OJ. N0. sr,ET eo TOT s��c�s - PROGRAM DEVELOPMENT��• DNISION ,Washington State .T.Department. of'Transpo WASH DESIGNED BY: D. RODEN 71/94 ENTERED BY: S. STEINMETZ 11/94 CHECKED BY: J. BROWNE 11/94 JOB NUMBER PROJ. ENGR. 5. L. EVERETT PARSONS BRINCKERNOFF - DIST. ADM. R. 0. ANDERSON ''ONTRACT NO. 04TH DATE REVISION BY J. R4E. W.M. rugewou • co tl 0 0 TO S A C 5 AIRPORT ~' LN' LINE 0 so 100 SCALE IN FEET ■ c EXISTING BEAM GUARDRAIL BEAM GUARDRAIL •— —•— — EXISTING FENCE • —•— FENCE °','° ='r °° EXISTING RETAINING WALL RETAINING WALL c_____= EXISTING CONC. BARRIER CONC. BARRIER / / / / / / /// LIMITED ACCESS R/W TURNBACK LINE ..•........... CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT. CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB See .Sheet P V.2 C.re,rs t faje) GvIrN'-Goo�ec� oLegenoQ RECEIVED AUG 191994. CUMMUN/TY DEVELOPMENT PROGRAM DEVELOPMENT DIVISION ..l. Washington State PV3A T �7/ Department of Transportation. POPARSONS BR/NCKERHOFF 212 PAVING', PLAN STA. +75 TO SHEET- 3B T.23N. R4E. W.M. TUKWILA M 1 PRECAST CONC. BARRIER to ii TYPE 2 f$ SB SR 5 'HOV 552 +50 3].0' RT.) a -- - - - - -- B' LINE 2560 NB 2565 +00 59.60' LT. L4' LINE EXIST. CEM. CONC. PAV'T. a�a Z' LINE POC L4 59 +00 BEGIN LANE TRANSITION (34.0' RT.) ,. L4 64 +50 BEGIN RAMP TRANSI • BEGIN 50:1 TAPER n POC L4 57 +50.00 END LANE TRANSITION (34.0' RT. L4) 57 +00 ,1h` RT. L4 ,' •S 0 50 100 SCALE IN FEET 1 F h0 '' STATE FED. AID PROJ. NO SNO s °-rRs PROGRAM DEVELOPMENT DIVISION • Washington State I WASH DESIGNED BY: D. RODEN 11/94 Department of Transpc EN'EREC BY 5. STEiNMETZ '1/9. CHECKED BY: ChEC J. BRD.4NE 11/94 JOB NUMBER ENGR. S. L. EVERETT I pR PARSONS BRINCKERHOFF DtST. RCV. R 0 A4GERSDN I _pONTRACT NO. vr: ne *c RFV'SO" BY A R4E. W.M. MU NB 2565 +00 59.60' LT. 0 0 co N z r N. L4' LINE DO PT L4 61+48.99 END LANE TRANSITION (39.0' RT.) POC L4 59 +00 BEGIN LANE TRANSITION (34.0' RT.) 3ITION L4 64 +50 BEGIN RAMP TRANS! BEGIN 50:1 TAPER n N 43.0' RT. 0 50 100 SCALE IN FEET LEGEND EXISTING BEAM GUARDRAIL — BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. CONC. BARRIER LIMITED ACCESS R/W TURNBACK LINE c == = = == ■■11•.11■■ 11•.11■■■ NIMMOUHM ■1111■■■■■ BARRIER CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB See .5 heei. / v.2 ( -(G rs L to a e. --ft- co /c r —c Oct J e� e r► d %GENE CO 19 1994 DE VL.OPA,4N7' ...[3 r+ to•1 ' 4 ^s:i PROGRAM DEVELOPMENT DIVISION Washington State T Department of Transportation PV4 PRPARSONS BRINCKERHOFF PAVING PLAN STA. 552 +50 TO STA. 2565 +00 SHEET MATCH LINE 209 +50 SHEET 3 , / I • 210+27.2 I I I LN'LIN T.23N. R4E. W / / • / / / I I I I /I I / 0 I I I I // % I al / I // / / /i I / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / C. / , oc2L4 54 +00 :CIN LANE TRANSITION 5:1 TAPER (20.0' RT.) / • / / / / /,/ 50 100 SCALE IN FEET R1G6''N o. +STATE FED. AID PROJ. NO s *Fi 14 'Dt $.F PROGRAM DEVELOPMENT DIVISION �� Washington State . T Department • of Transpor ' WASH I BY; D. RODEN 11 /9a ENTERED ENTERED BY; S. STEINMET2 11/94 CHECKED BY: J. BROWNE 11/9a JOB NUMBER PROD. ENDR. S. L. EVERETT PARSONS BRINCKERHOFF DIST. ADM. R. Q. ANDERSON _r.ONTRACT NO BY DATE DATE REVISION OC',{4 54 +00 -GIN LANE TRANSITION 5:1 TAPER (20.0' RT.) 0 50 100 SCALE IN FEET EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL c_____= EXISTING CONC. BARRIER CONC. BARRIER ' / /i / / //i LIMITED ACCESS R/W TURNBACK LINE MMMMM ■ ■ ■ ■ ■p■ See CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB Aec' PUS r{C e.S L ,s h e 4_ cc, r- -code RECEIVED AUe 191994 COMMUNITY DEVELOPMENT PROGRAM DEVELOPMENT DIVISION Washington State . T Department of Transportation PV4A ° PARSONS �� BRINCKERHOFF —,. PAVING PLAN SHEET 3A' TO STA. 57. +00 r T.23N. R4E. W.M. TUKYOLA BEGIN LANE SHIFT — '' 2562 .• •P -'-tT. - - -- NB 2566 +71.05 36,Q Lk•)- .t. ___� C_ _ ________ _____� C == = �.��_ �_ .1..4_ 2570 $ SI�,l�OY -566'+ 4. to • ► / / /17//17/ / / / , / / / / / // // r /1 / / / / / / /!! / /! // // / / / /// / r /!/ // /!/u! /u!/ NB 2576 +00 (47.00' LT.) CONC. BARRIER TYPE 2 SB SR 5 uluu�/f/ /r! dl !�� !� ir�iniiiiiiuiii�ii /if/ i�i/�r iir Y i irk �� ►;, -- �iil fff /f�f f�I.ffffff� _ _ `�dffff /�ffffffff /f�5 77.000�/�//IG NB SR 5 7? EXIST. CEM. CONC. PAV'T °:..:`: , ,� ?ffff'fl`ffff_„ �/ EXIST. CEM. CONC. PAV'T BEGIN C.I.P. CONC. STEPPED BARRIER 70 NB 2567 +50 0 0 L4' 67 +50 END RAMP TRANSITION BEGIN 50:1 RAMP TAPER (40.0' RT.) END ASPHALT CONC. PAV'T BEGIN CEM. CONC. PAV'T NB 2574 +01.77 (76.97' RT.) 0 50 100 SCALE IN FEET T 2 1 N043" STATE WASH FED. AID PROJ. NO s'e ' s ce"*s PROGRAM DEVELOPMENT DIVISION .irsAllik Washington State DES■GNED D. RODEN 11/9a •/ Department of Transpo :NECKED BY: Y. J. REWNEEZ 1 t /9' :NECKED BY J. BROWN: B 11/94 JOB NUMBER NCR. S. L. EVERETT PARSONS PI BRINCKERHOFF DIST. A DIST, ADM. R. D. ANDERSON I CONTRACT NO DATE DATE REVISION BY . R4E. W.M. UICWILQ END LANE SHIFT_ NB 2575+11.05 (47.0' LT.) ////////////.%////////// 1///////// / / / / / / / / / / / / / /I%// / // //// /////. NB 2576+00 (47.00' LT.) 0 0 cv cv gig a //////// / / / / /!/ / /1//N / / /IV //// / / /U ////M / /////�� / / / / / / / / / /////�PfU////// ' w iii',�� »��JfIJJ��M��/ fir II 2575 EXIST. CEM. CONC. PAV'T N . L4 73 +70,40 P.O.T. Q►I74 +01.77 = NB 2574 01.77 36.0' RT. NB 2576 +00 (73.00' RT.) END ASPHALT CONC. PAV'T BEGIN CEM. CONC. PAV'T N8 2574 +01.77 (76.97' RT.) 0 50 100 SCALE IN FEET •!�•ilOw�i!�! EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER LIMITED ACCESS R/W TURNBACK LINE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC, CLASS 4000 FOR BRIDGE APPROACH SLAB See shed /142 ( r.r `i I°' \3 / �J /1 / CY- - GJJ v G� e r�L RECtIVED AUS 9 199 DE oELOP�ME y NT PROGRAM DEVELOPMENT DIVISION .�. Washington State T Department of Transportation PePARSONS SR/NCKERHOFF PAVING PLAN STA. 2565 +00 TO STA. 2576 +00 PV5 ET 1 T.23N. R4E. W.M. TUI MOda 2575 0 + NB 2576 +00 to (60.50' LT.) 1n N SB SR 5 2580 1// .C. 2585 +52.71 , „ /, „ „ -, L, ,,, 2585 7/1 immaffr messy ,ffi,m,/ AVM c! MA' if • / NB 2576 +00 t� (47.0' LT.) NB 2588 +00 (60.50' LT.) • cc ./ ,,,,,, / /.,, / / /. / „ /, //,/ /AM/ / zA 50:1 TAPER NB SR 5 EXIST. CEM. CONC. PAV'T NB 2588 +OC wa_,x$,,_,,__I,_,, 131 (47.0' LT.) 75:1 TAPER NB 2576 +00 (73.00' RT.) END 50:1 RAMP TAPER BEGIN 50 :1 LANE TAPER NB 2577 +50 (70.0' RT.) 50:1 TAPER END 50:1 LANE TAPER BEGIN 75:1 LANE REDUCTION B 2583 +50 (58.0' RT.) 0 50 100 SCALE IN FEET 0 P.C. 2586 +9 NB 2588 +00, (52.00' RT.) pcR°p°N_ I STATE FED. AID PROJ. NO S'C s Et4s PROGRAM DEVELOPMENT DIVISION • . Washington State . T Department of Transp WASH - DESIGNED BY: D. RODEN 11/94 E NTERED BY: S. Si EINMETZ 11/94 CHECKED BY: J. BROMINE 11/94 _ JOB NUMBER ?ROJ. ENGR, S. L. EVERETT PARSONS ,. nBRIIN1 iSONS7HOFF DST. ADV. R. 0. ANDERSON CONTRACT NO. DATE DATE REVISION BY R4E. W.M. MLA /7/7/777/777/717777777T/7777771777/7/777/77120- // 2585 2585 +52.71 / //A NB 2588 +00 (60.50' LT.) ce /U / /// / / //kW / / / / / / / / //I (/////// / / / / / / / / / / /U / / ///.(T//�7 / fArth% "`iiaftl ri/r ifOM" Affr 0 0 N W Z CONC. PAV'T NB 2588 +00 (47.0' LT.) .ffffiffSMINfe FAYMS7 SSW Mr 17 4= • 75:1 TAPER END 50:1 LANE TAPER BEGIN 75:1 LANE REDUCTION B 2583 +50 (58.0' RT.) NB 2588 +00 (52.00' RT.) P.C. 2586 +9 0 50 100 SCALE IN FEET LEGEND EXISTING BEAM GUARDRAIL BEAM . GUARDRAIL EXISTING FENCE FENCE °•r °°•r °•. EXISTING RETAINING WALL RETAINING WALL c_____= EXISTING CONC. BARRIER CONC. BARRIER r// / / / //./ LIMITED ACCESS R/W - -- TURNBACK LINE MOO CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION , CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB RECEIVED A `i 9 1994 CUMNtUIN; I y DEVELOPMENT ou `�5 PROGRAM DEVELOPMENT DIVISION ....,.k Washington State O Department of , Transportation PV6 VIM c, s „, Inn PARSONS BRINCKERHOFF PAVING PLAN STA. 2576 +00 TO STA. 2588+00 : T.23N. R4E. W.M. TUICWRA of °� SB 2598 +30:0 co rn BEGIN CONC. BARRIER TYPE 2 H MATCH EXIST. CEM. CONC. PAV'T SB 2596 +70 /iii /r/ i / // / / / to co to n Z J U C.I.P. CONC STEPPED BARRIER ////////I/Y// �, NB 2593 +01 _ / `p!!yl�o//oi rii�.�/// r� // iii/ /��////i�i��ivi�/��i NB 2592 +.3' NB 2592 +05 (49.00' LT.) 47.0' LT. 2592 NB 2592 +37 IZ ee ?1�!lf�,fi1�9t // 145.20' L 75:1 TAPER /�!!ti! 2593 +01 47.0' LT. EXIST. CEM. CONC. PAV'T �!!. / Y/ /!!/ I /1 !/ 4 / //! /! • / • / /! /L // / / / / / / / / 1 /. l 47.0.: LT. T NB 2592 +64 q 45.20' LT. a NB SR 5 lei efra r/ / / / //// /// //// EXIST. CEM. CONC. PAV'T NB 2588 +00 (52.00' RT.) NB 2600 +00 (46.00' LT.) BEGIN BEAM GUARDRAIL TYPE NB 2590 +50 (56.0' RT.) END 75:1 LANE REDUCTION END CEM. CONC. PAV'T NB 2592 +50 (46.00' RT.) 0 50 100 SCALE IN FEET 'ryy°'' STATE WASH FED. AID PROD. NO shoe s Ens . PROGRAM . DEVELOPMENT • DIVISION . ,. Washington State • .T Department of Transpc INTER ED BY: D. RDDEN 11/94 :NTERED BY; T. STEWA4T 11/94 :HECKED BY J. BROwNE '11/94 JOB NUMBER :ROJ. ENCR. S. L. EVERETT ARSONS P BRINCKERHOFF aST. ADM. R. C. ANDERSON FONTRACT NO. BY parr ?err REV75.ON ' ` _ R4E. W.M. J. 2596 +01.05 BEGIN CONC. BARRIER 'TYPE 2 SB 2598+30.00 -W/7777/77/7 2595 '10 EXIST. CEM. CONC. PAV'T MATCH EXIST. CEM. CONC. PAV'T SB 2596+70 49 rz .1" z SB SR 5 HOV 1-ArZACW Awe Ag "az /we wwe zwAcwreffArmwetowommr.c.7 „Mir/ #1-44 Al:Pv Jar Mgr 'AM" 1)57' NB 2596+32.74 47.0,' LT. NB 2597+02.74 46.0' LT. NB SR 5 EXIST. CEM. CONC. PAV'T ZIZZL2 _ — AIL TYPE 1 r RT.) *ION T.) 0 Ln cr. r) 0 50 100 SCALE IN FEET NB 2600+00 (46.00' LT.) 0 0 0 1Z1 — EXISTING BEAM GUARDRAIL — BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL === EXISTING CONC. BARRIER CONC. BARRIER e,/,/.//// LIMITED ACCESS R/W TURNBACK LINE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB 4118 8 1994 Et;tit`i.44".4';7- PROGRAM DEVELOPMENT DIVISION Washington State War Department of Transportation PV7 PPARSONS BRINCKERHOFF PAVING PLAN STA. 2588+00 TO STA. 2600+00 • T.23N. R4E. W.M. TUKWILA SB 2606+22.50 BEGIN 50:1 LANE TAPER (50.0' LT.?3 tO CONC. BA TYPE 2 ER V) • SB 2598+50.00 50.0' LT. 50:1 TAPER .7i0011:/777-hir7--' 2600 SB R 2610 o rostrairolito",rew_ ___:..0477we.wezziemyttwA 464 1:1 'ff/ArmiarScAld"fiffArff zaz /46r5 44)497:il" l'ACArritaireArcmcs4+ SCAfir:L'arIN 414 HOV 110+73/ (14.00' RT.) 7.11" iffir. Ile Z" ZZ/r .11#16117PINSTO.F.M.W. // 711 z . CONC. PAV'T NB 2612+00 4 . / /4 NB 2600+00 (46.00' RT. & LT.) END SHLD. IMPROVEMENT NB 2603+80.0 (46.0' RT.)(J rTh 0 50 100 SCALE IN FEET REG" STATE FED. AID POI NO. al-% • PROGRAM DEVELOPMENT . .-- DIVISION . . . •. . Washington State• WASH )SIGNED BY: D. RODEN 11/94 Va,.-Department of Transport :NTERED BY: 5. STEINtiETZ t 1/94 :NECKED BY: J. BROWNE 11/94 1 JOB NUMBER 'REM. ENCR. 5. L. EVERETT pip PARSONS . • Re BRINCKERHOFF DIST. ADM R. O. ANDERSON I CONTRACT NO. ,ATC DATE' _ Rr IPS ON ' ! BY •-•.,. L R4E. W.M. VELA 506 +22.50 50:1 LANE (50.0' LT.J 5 t N CONC. BA TYPE 2 IER m � a50:1 TAPER I�� /�% ;AY -=.te i�� 1100-0/0/ 2610 / �1/!� / /////.a %//.7 / / / / / /// A, // A,A•,iAGIA r /Jr= CON O.L BA • TYPE - f y N t-. mina co RRIER HOV 110 +73 (14.00' RT.) ;iii . CEM. CONC. PAV'T P.C. 7 i 07.83 NB S.C. 2608 +31. 0 50 100 SCALE IN FEET N8 2612 +00 (4 •'-- 2,..1313■.13. c == = = == EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER ' / / / / / //i LIMITED ACCESS R/W TURNBACK LINE i S 2612+ 50:1 LANE TAPER LT.) (6) T.23N. R4E. W.M. -trurvioll.„a WETLAND #3 A END CEM. CONC. PAV'T BEGIN ASPHALT CONC. PAV'T SB 2618 +30.00 (62.0' LT.) END CONC. BARRIER 28.0' LT BR 21+22.50 32.0' LT. BR 22 +22.50 (28.0' LT.) N i/ �7�� /"��I! / / /�� / /��I /��%�• ..� :... _ 31.0' LT. a • ::6 �� rr� �.!•!.!�!i!i!s!.!i!.! ��i i�+�!��ia�►'!i�� ri i '��" _� 50:1 iT. CEM. •" AV'T ----------------------- - - - - -- _ - _B BI BEAM GUARDRAIL ii-logo P- _STEPPED CONC. BARRIER TYPE 1 SB 2621+50.00 -BEGIN RET. WALL RW -6 W CONC. BARRIER TYPE 4 HOV 112 +50.00 SEE SHEET PV FOR - -•DETA _ - -- M - GUARDRAIL -1- HOV 111+Q0_ -- - - ONNECL TO- CO RET. WAL RW -6 W _ CONC_BARRIER TYPE 4 ..�-._ ry -aofw :•..•taw :.J._ �w • ............ 4444..... . 4444 /!�J'Y�%/I1� / /�� / /�, ' 47.71-• n "��y�I 44.44... 'xs ......... 1��•'�.:. :. :.Ji :1' FB LINE END 100:1 LANE TAPER BEGIN 100:1 LANE SHIFT6 NB 2618 +65 (42.0' LT.) 21 ' 61 END BEAM GUAl2BRAIL TYPE 1 END RET. WALL RW -6 W CONC. BARRIER TYPE 4 BEGIN CONC. BARRIER TYPE 2 HOV 121+75.00 �L► aye' 42V)7002M7 1111 �.`.Yw Acm BEGIN 100:1 LANE TAPER ) - -- --_�%I r HOV 122 +11 1� iv NB 2614 +65 (46.0' LT.) la: �` - -�- �»11► (20.0' LT.) c,t - I1_J'!ld /i�' ita / o - HOV 2 r � CONC. ■ 0 co HOV 110 +73 (14.00' RT.) - NB 261 00 - -- - - - - -- 46.• LT - - - - - EXIST. CEM. CONC. PAV'T TYPE 2 r/ ///l dGr////////!////////////%///! /_ / / Asrj/fzrxyam/// /��. ta // NB SR- 5 END 100:1 LANE TAPER o in - _ BEGIN 100:1 LANE SHIFT "> _,_ _NB 2618 +65.00 34.0' RT.)� - -BEGIN _BEAM arA DRAIL TYPE 1 BEGIN 100:14)LANE TAPER NB 2614 +65.00 (34.0' RT.) NB 2623 +00 I 10.0' SHLD. AT NB 2621 +00 36.35' RT. END BEAM GUARDRAIL TYPE 1 CONNECT TO EXIST. RET. WALL 1_W/ TYPE F CONNECTION 0 50 100 SCALE IN FEET 5.50' SHLD. AT NB 2623 +00 (32.85' RT.) yQ " STATE FED. AID PROJ. NO. SHQ�' s' e'ts PROGRAM DEVELOPMENT • DIVISION • Washington. State I WASH 'MONO NTERE D ROUEN 11/94 ;��► T_ Department of Transpoi Y. NTERED 9�. 5. 57E1NVCT2 j 11/94 NECKED BY: J. BRMINE i 1!/94 JOB NUMBER ROJ. ENOR. S. L. EVERETT J PARSONS BRINCKERHOFF )!ST" ASV. R. C. ANDERSON I CONTRACT NO DATE DATE i REVISION R4E. W.M. :%VUdQ y3 END CEM. CONC. PAV'T BEGIN ASPHALT CONC. PAV'T SB 2618 +30.00 (62.0' LT.) END CONC. BARRIER 28.0' LT. 8R 21+22.50 32.0' LT. Nowa BR 22 +22.50 c N - SB SR 5 6 W/ TYPE 4 ------ - -- - -- - -B B� ARRIER BEGIN- 1-000 SB 2621+50.00- 4.0'- FB LINE END 100:1 LANE TAPER BEGIN 100:1 LANE SHIFfl NB 2618 +65 (42.0' END BEAM GUARDRAIL TYPE 1 END RET. WALL RW -6 W CONC. BARRIER TYPE 4 BEGIN CONC. BARRIER TYPE 2 HOV 121+75.00 .1E3.14. wL ∎■■Ly Y may. *y:I_:■■�_�_ � �.1•S � 461 2 074 7/41M: w � k'$��%%/ - , s L ONC. PAV'T l ryeI� - --- - -- LANE TAPER '�� /'�// NB 2623+00 :1 LANE SHIFT •�� 65.00 34.0' RT.)� �!� -6EGULBEAN GIIA 10.0' SHLD. AT NB 2621+00 36.35' RT. END BEAM GUARDRAIL TYPE 1 CONNECT TO EXIST. RET. WALL W/ TYPE F CONNECTION 5.50' SHLD. AT NB 2623+00 (32.85' RT.) 1 1 4 0 50 100 SCALE IN FEET .2. c == = = == EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER / / / / / // // LIMITED ACCESS R/W TURNBACK LINE i...••w•.• _ • CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. 8, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB SCe Sheez P11.2 T(pr- Gv (rTY" 45C e n0 � PROGRAM DEVELOPMENT DIVISION State • PV9 �Washington T Department of Transportation SHUT a sHErrs piPARSONS BRINCKERHOFF PAVING PLAN STA. 2612 +00 TO STA. 2623 +00 a •A. !� MATCH UNE 29 +00 BEGIN CONC. BARRIER TYPE 2 BR 27 +50.00 (28.0' LT.) BEGIN LANE TAPER (LT.) BR PT. 28 +20.44 (32.0' LT.) T.23N. R4E. W.M. T Lt. ++ END LANE TAPER (LT.) BR PT 30 +13.31 (30.50 LT.) BEGIN RDWY TAPER (31.0' LT.) EBgR PT 32 +42.0 BC= 3Z+ +045_0 AHD (17.0' RT.) 35 +43.0 17.0' LT.) 32+42.03 • END RDWY TAPER FB 38 +45.00 (36.0' LT.) +•`+�: • o+i! %+ + .N BRRRtER- •. N � x - ■ •13 .•�,:•�y•• ii ril.� N TYPE 2 " Z !M1 •V�� + �v� i`Y iy!. i °i + 4 t B R N ° ti..,.., •r+ O • i �'!n' iy� at.. a • �•►li •;•7, �•• �+i1i :4141 ►-• +*� . PI ` +_• i+ 4. i 7� F �:..= L :.� -,,. -.:.*_ - - - _ , .: - -i` T - - - -: .30 FB 28+81.4 BK. = FB FE 31+33.1 AHD. -65 _35 13 40 FA 30 +75.0 BK. = FA 31+ 33.1 AHD. 1. FA RV?' STATE FED, AID PROD. N0. szf,E, sl5A PROGRAM DEVELOPMENT DIVISION - r 1 ' '� lry + S ► Washington . State . WASH DESIGNED BY: D. RODEN 11/94 ��■� ; T Departments; Of, Transpc �• :. , �. •,,. ., ,,. ENTERED BY: 5. STE.NMETC 11/94 CHECKED BY J. BROWNE 11/94 JOB NUMBER 'ROJ. ENCR. S. 1. EVERETT PARSONS.+., . BRINCKERHOFP 1 - 1 ` +n DIST. ADM. R. 0. ANDERSON CONTRACT NO DATE DATE REVISION BY • '4E. W.M. NOLA LT. B BEGIN RDWY TAPER (31.0' LT.) BR PT 32+42.0 BC= F39 +151 +045_0 AHD (17.0' RT.) F;. 35+43.0 (17.0' LT.) P T. 32+42.03 END RDWY TAPER FB 38 +45.00 (36.0' LT.) - -E-ND CONC. BARRIER TYPE 2 FB 40+20.00 0 33 35 BR. 599/5 E —W 133RD STREET 4,0 0 50 100 SCALE IN FEET • fcr.tio EXISTING BEAM GUARDRAIL BEAM GUARDRAIL EXISTING FENCE FENCE EXISTING RETAINING WALL RETAINING WALL EXISTING CONC. BARRIER CONC. BARRIER "/ / / / / //i LIMITED ACCESS R/W TURNBACK LINE CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION :!• ❖•••••!•! • 11111.•• MEM ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 400D FOR BRIDGE APPROACH SLAB See s 1ee-6 Pv� < fors %oaje) co /v,r- -CO IeJ RECEIVED AM 191994 COMMUN► FY DEVELOPMENT PROGRAM DEVELOPMENT. DIVISION .�► Washington State T Department of Transportation Pv1 i SHUT or IliPARSONS,.': . BRINCKERHOFF , PAVING PLAN STA. " 29 +00 TO END OF PROJECT TC t11 T.23 N. jJjnI7!/�()R�4�E. W.M. T V 4 V VU Dfz 7 // / A /6.0' SHLD. `yA`5 ,/j/ SB 2625 +80.00 S . BARRIER ,a" JO.O_ SHLD. 6.0' SHLD. SB 2626 +20.00 CONC TYPE 10.0' SHLD. 5B 2626 +45.00 rn co LANE TAPER 0 i d 0 EX C. • C. PAV'T. u B 2624 +08.00 & C0�1C' -BARRIER .° HOV 122 +71 ry u9 u NB 2624 +20.00 TYPE 2 __ c? // 110.0' SHLD. NB 2624 +70.00 10.0' SHLD. e .9u • /�� _s -F. ree . m 60 / NB 2623 +515:0 EXIST. CEM. CONC. P it I ri► _, an -CG 2630 Se SR % -C GCZZZ_ vi �CGGG 730 HOV 0 w 2630 it NB SR 5 2623 +00', CONC. BARRIER TYPE 2 10.0' SHLD. NB 2624 +00 (39.3 RT.1 END 106.1 LANE SHIFT 5.5 �D. NB 262.7-4‘40.00 42.75' RT. BEGIN CONC. BARRIER TYPE 2 NB 2623 +12.00 32.97' RT. / END PROJECT 1 -0005 ( MP 155.98 STA. 2627 +51.75 r -pir 7 _ _ - = 1 it 1 �P 1 11 1 i' 1 II /' I L ' �,—` -- y s � 01 �. / _, = = —''' —i i �_ �- a�� =,5V� = ,s -OGV- -� 50 100 SCALE IN FEET - C C C — raa END CONSTRUI MP 162.48 STA. 2042 +48 a; '• I STATE FED. AID PROJ, NO S.qEr' s EIS PROGRAM DEVELOPMENT DIVISION Washington State ' T Department of .Transport WASH :SIGNED B D. RODEN 11/94 :TERM BY: 5. STErNyET2 1t / 94 +EC.cED BY: J. BaOWNE ( 11/94 JOB NUMBER 70J. ENGR. S. L. EVEFETT PARSONS L� BRINCKERHOFF '.St. A01/ 11. C. RN7:SSJN i �ONTRACT N0 . BY nsr: 'Iv' REVSION ?4E. W.M. YEA rn \ 'j CO CO N � 2630 SB SR 5 LEGEND - - - - EXISTING BEAM GUARDRAIL BEAM GUARDRAIL - -•- - EXISTING FENCE — — FENCE EXISTING RETAINING WALL RETAINING WALL c_____= EXISTING CONC. BARRIER CONC. BARRIER LIMITED ACCESS R/W TURNBACK LINE ..no.. Cal CEMENT CONC. PAVEMENT 14 DAY 0.75 FT. SECTION ASPHALT CONC. PAVEMENT CL. B, 0.85' SECTION ASPHALT CONC. PAVEMENT CL. B, 0.6' SECTION CONC. CLASS 4000 FOR BRIDGE APPROACH SLAB 2635 us - _ v N b V\ 1'— zzl " " "" I 0 s _"' ,- END CONSTRUCTION MP 162.48 t 0 50 100 SCALE IN FEET STA. 2042 +48.46 Sce S 1'ieeZ PVc Ur. e/) �w- G J ir.P ' — Gv Gl. a G� RECEIVED AUG 1 9 1994 COMMUNITY DEVELOPMENT • ' PROGRAM DEVELOPMENT DIVISION Washington State T Department of Transportation PV10 '" PARSONS �BRINCKERHOFF PAVING PLAN STA. 2623 +00 TO END OF WORK • • .. . , ," 22 •••• • • ' ,,,••`••••••• " BEGIN PROJECT MP 155.98 PACIFIC WINN. 9 WILT ITY LIMI • IN / W. MARGINAL / 4:4% WI S8 SR5 BRIDGE XdEPTION STA 2628+43.5 TO '2629+92.0 NB SR5 BRIDGE EXCEPTION STA 2627+51.75 TO 2629+12.0 mARGINAL ct- HOV BRIDGE EXCEPTION STA 126+80 TO 128+40 STA E0 HOV 131+96.51 BK= SB SR5 2633+50. 24' RT AHD STAS NB SR5 2634+61.78 BK= SB SR5 2635+42.90 BK.= SR5 2630+72.3 AHD. 1 4 BURLINGTON t4 4 (,) z. 0 750 1500 SCALE IN FEET END PROJECT MP 158.32 PN DOT WSDOT\ 41? 1 P? GNRI\ LIB \ AMIPROF.I.DWO R"" NO. STATE FED. AID PROJ. NO. str ,ut PROGRAM DEVELOPMENT DIVISION - Agfr• Washington Statc WASH IED BY: D. RODEN 01/94 VW Department of T ED BY: T. BUI 01/94 ED BY: K. WINTERSTEIN 01/94 JOB NUMBER E NGR. S. L. EVERETT gip PARSONS ____..._.11-10 BRINCKERHOFF . QM. R. 0. ANDERSON pONTRACT NO. DATE DATE REVISION BY PN DOT WSDOT\ 41? 1 P? GNRI\ LIB \ AMIPROF.I.DWO • W. MARGINAL WAY S. RECEIVED AUG 191994 cOMMumTy DEVELOPMENT 0 s[r PROGRAM DEVELOPMENT DMSION Washington State WP Department of Transportation PARSONS BR/NCKERHOFF VICINITY MAP 1 sow or SHEETS (.„ T.23N. R4E. W.M. / /0 ,••• / - / --.2 x;-'-' / ,/ 7 , // / „ 47, 2625 Lir urz w 11, A SEE SHEET SCD15 FOR INTERURBAN AVE. S. DETAIL C. .SS 7E.M6VE-7-(C. TQlit 1./ SEE SHEET SCD15 FOR CONTINUATION ------------ SUA 39 480V -------------- / / / . • - - ,,, ern ..> yr- -.1.--.- ---- • . •.-,'. - - ., ,-- :_ -7"." .... , ••• _ ------- ..,.: .' --- _ - — o -SEE 5111E1 SCDI 5 -I. FOR CONIINUA IION N Cs1 . • , • • //, /' .2" / BEGIN PROJECT STA. fa 2627+52.00 P.O.C. M.P. 155.98 0 0 .1. t•-• 13 !Li L:CTLYLS .4M LOIDEA/iKF(..)J7j7V E - MA al LI A_E- FAILEM ENT k'EJIMUAL 4 EZ 11)6E- JUE7.1_,RY AMR— '• 5 ir/XJ 71 1-T22 F-S (313 ACMIT/LEUEK STI<UC..77JKE 1 1 0 50 100 SCALE IN FEET STA. DR 27 +17 141.1141 K. M 1.44 / I. 11111 I'. L 101101U s 1 I Ala I I 111/9.4 01/94 01/9.1 STATE WASII JOB NUMBER 1.1'• I, A1,1.1. U. 11. 1.11111 14;101 DATE * I the •st.,1%ve 04)1 \ .11'2 WAWA' VAG\ AA111.0CAUVol DAZE REVISION tlY :ornRAcJ NO FED. I'ROJ. NO 'it'll PROGRAM DEVELOPMENT DIVISION Washington Stat VO Department of ' PBPARSONS BRINCKERHOFF 23N. R4E.: W.M. U lJc l/l:/ alLi-L1 SEE SHEET SCO15 FOR INTERURBAN AVE. S. DETAIL SS 14EM6UE -4. SS i , SEE SIIEET SCD15 FOR CONTINUATION SUJA 3990 480V 1V -SEE SHEET SC015 P.O.C. 0 0 ; N 0 13 STS;.1 iL)(..[T r s 0 50 100 SCALE IN FEET SCdcDI EXISTING ✓T QI LEGEND NEW m 0 B 0 a; e D4 Im B 0 ate TYPE 1 JUNCTION BOX TYPE 2 JUNCTION IIOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CAIIINFT CAMERA CONTROL CABINET RAR CONTROLLER CABINET CCTV CAMERA SC&DI CABLE VAULT SC&DI PULL BOX SC&DI COMMUNICATION 11110 TERMINAL CABINET TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDIIII CONSTRUCTION NOTE. WIRE NOTE. GENERAL NOTES: 1, FOR WIRE NOTES AND CONSTRUCTION NOTES, SEE SHEET SCO. RECEIVED AUG 1 91gg4 COMMUNITY DEVELOPMENT (wt 3/1./ I'11UJ. NO.'' ,I,i; PROGRAM DEVELOPMENT DIVISION ' ..�► Washington State :: sc 1 TO Department of Transportation S;�; u i„,,,,. .BPARSONS —,. BRINCKERNOFF SC &DI PLAN STA. 2627 +52 TO STA. 2633 +00 cn cn w T.23N. R4E. W.M. vunvEL,8 EMS lcAAV 0 C CS M1.5 7AL z.: 1••••-• -I- -1 .......... 1- U1 SA ORMANOSK HOWER 0 • 50 100 SCALE IN FEET 1- 1.1 1.111 1`.A 1.1 04 NS 1. 11111(1111 004 07/14 1111.11.11 —1111— STAlE WASti S. 1 !VIM II It. 1) A111,1 JOB NUMBER DATE DATE REVISION ZONTRACT NO. FED. All) PRO.). NO —5111 int —11401 4.111 Iti PROGRAM 'DEVELOPMENT DIVISION ...As& Washington Stal Var Department of PlighlattoFF r.23N. R4E.. W.M. vl✓ l f V I:JIJ Ili & c cs -x M v CCS /,USTALL GGS /d/5T 2635 . ► r r �t.. j_• — — la SR-5 )NYWaNI2Vg ROWER 50 100 SCALE IN FEET 0 0 d N W Z J ti 2 SC&DI LEGEND EXISTING fr.; ri 111 nu r� NEW • 1 TYPE 1 JUNCTION nog • 1YPE 2 JUNCTION BOX O IYPE 3 JUNCTION 110X B C�4 gSa LEI NEMA 4X JUNCTION DOX ELECTRICAL SERVICE CADINEI TRANSFORMER CONM ROLL E.R CABINET CAMERA CONIROL CADINEI HAR CONTROLLER CABINET CCTV CAMERA SC&DI CABLE VAULT SC&DI PULL 00X SC&DI COMMUNICATION HUD TERMINAL CABINET B TYPE 1 INDUCTION LOOP 0 1 TYPE 2 INDUCTION 1 OOP .(► RAMP METER SIGN s4 '1 RAMP METER SIGNAL als IIIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT ® CONSTRUCTION NOTE WIRE NOTE GENERAL NOTES; 1. FOR WIRE NOTES AND CONSTRUCTION NOTES, SEE SHEET SCO. . RECEIVED AUG 999994 COMMUNITY DEVELOPMENT (cuwet 7 /n/ I Ill PROJ. NO ;, PROGRAM DEVELOPMENT DMSION !BA/NCKERHOFF /► Washington State T .Department of Transportation SC2 t „.; a s„,5” PARSONS SC &DI PLAN. STA. 2633 +00 TO STA. 2641+00 T.23N. R4E. W.M. vaxavoLL 0 • aaswam'O'g /V 0 50 100 SCALE IN FEET 11114 41 1,1 • 1,41111 10 I. 1 111110 11 Itt 1. U 1.111 / I. 11111 111 1 10 I, 111• l' L. 1.111111C I I11.14 . 1 I VI 111 I 111'0 /I14.1 14 0 A111/11...,1,11 10 /114 10 /114 0//114 SIAIE YOGI 40B NUMBER DM E DATE REVISION BY :ONIRACT NO. FEU. AR) PROJ. NO It111,1. L'11111.11i. PROGRAM DEVELOPMENT DMSION 1,1 •\ 1. IR w..1.01\•1 11."0 'A.\ A411 P11/11 11W4. .„,61.4111W Washington Stab Irt, Department of 7 LC gig li 0 FF ,23N. R4E.. W.M. IJVW�:Il'.lolra J ST • / / / / //i / / / / / /. // BR1DGB =5/ 00 k to SC&DI LE EXISTING l a ii BRIDGE 5/52e5:5. • I ) I 0 50 100 SCALE IN FEET I�1 i1D NEW 0• •I 0 B ii AVA VAV Q UPC 1 JUNCTION BOX TYPE 2 JUNCTION BOX IYI'E 3 JUNCTION IJOX NEMA 1X Jt1NC1ION BOX ELECTRICAL SERVICE CAIIINLI TRANSFORMER CONTROLLER CABINET CAMERA CONTROL CABINET HAR CONTROLLER CABINET CCTV CAMERA SC&DI CABLE VAULT SC&DI PULL 130X SC&DI COMMUNICATION 11113 TERMINAL CABINET TYPE 1 INDUCTION 1001' TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL IIIGIIWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED COt1DUII SURFACE MOUNTED CONDl111 CONSTRUCTION NOTE WIRE NOTE RECEIVED AM 1 g 1gg4 COMMUNITY DEVELOPMENT [[iPws 3/i,/ PROJ. NO 1ni Iali PROGRAM DEVELOPMENT DMSION Washington State sC3. T Department of Transportation 5,,; ! PARSONS DR/NCKERNOFF Pil SC &DI PLAN STA. 2641 +00 TO STA. 2651+00 �,, , „, „, 10 (Ne T.23N. R4E. W.M. VUOMOILA cV rV /17,47-/sr,17/1717717711 s VW- 0 .......... • .............. . 4•••••'--• re.'" ti•••••". 1 CC1V074 CC074 ES-074D 1 • 1 • 1. 0 : 100 .SCALE .IN FEET • itt 1,111) r 1.4 . 1.4 Itt t• 1. /111411■11 I. SIAM WASII 1. 1 Witt II JOU NUMBER k 1.111,11?;"hi DATE DATE REVISION HY CONIRACT NO. HD. AID I'ROJ. NO PROGRAM DEVELOPMENT DIVISION • ...AN& Washington Stab WO Department of 1 pIPARSONS; BRINCKERHOFF 4 i711.1.\ 4.411911/.1.1.4VG 1 23N. R4E. W.M. cff'l: /LIU 1=11:./ IbLr\ SC&DI LEGE EXISTING NEW ri c S S TC A T�- -s.'�_ • — I -SR 'sr" ES -074D I I I o •50 100 SCALE IN FEET 1Ti0 d ® 1 oA .v • TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION [)X NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABIN!.I TRANSFORMER CONTROLLER CABINET CAMERA CONTROL. CABINET LIAR CONTROLLER CABINET CCTV CAMERA SC &DI CABLE VAULT SC &DI PULL BOX SC &DI COMMUNICATION IIUB TERMINAL CABINET TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL. HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE WIRE NOTE GENERAL NOTES; 1. FOR WIRE NOTES AND CONSTRUCTION ,NOTES. SEE SHEET SCO. r• RECEIVED AUG 191994 COMMUNITY ("""°' "'/ -I 0•Y oJ.No .,.2112. Ail_ PROGRAM DEVELOPMENT DIVISION �BR/NCKERHOFF ' i Washington State T Department of Transportation •� ",�- ..�...�,z.��, SC4 s ,;, �.. s,,,,,s fPARSONS —.� SC &DI PLAN STA. 2651 +00 TO STA. 2663 +00 11 11 0 q- M) to to N X I IARC075 — (., T.23N. R4E. W.M. vaDavro[b& \ \s< 6k9 Aci°' cfr • IMRS075 . . . • • CS5 7/1/1 V ro. SR- 5 ——— CS 5 /A.15-7- SCALE IN FEET III 84.11 lo■ I I.1 111111.111 III 1. 1.1 1.111 I 011111 11, 1' I 111111,111 1101 1. 11.1.1/111 44.4 44 ,1 4f`,0) MAK WASII JOB NUMBIR DA1E DATE REVISION GONIRACT NO BY In). AID PROJ. NO PROGRAM DEVELOPMENT. DIVISION ..,„■■ Washington Stal Wif Deportirent of allgjgrifnioFF 10 I silo \.•' 11,11\ .11:11:N.114M .i/11.14411 -.23N. R4E. W.M. VIUMWIlb s\/ ec 2irri »>r»»rrrn/77.rrrrr»ii»>rir r»ryr7r7/7717.7.1771777i7..Wri717mrnrnr77 14 1 4 — Ufa SR* 5 670 4 G 3S /Ncrr or 0 50 100 SCALE IN FEET O O -h N n to N w z J 3: 0 SC &DI EXISTING vi n ri I .I LEGEND NEW 0 Dia 0 0 I�fl EH *VA TYPE 1 JUNCTION 11OX TYPE 2 JUNCTION BOX TYPI: 3 JUIICIION I10X • NEMA 4X JUNCTION [TOX ELECTRICAL SERVICE CAIIINI.I. TRANSFORMER CONIROI I ER GAMINE I CAMERA CONTROL CABINL.I HAR CONTROLLER CABINET CCIV CAMERA SC &DI CABLE VAULT SC &DI PUT L BOX SC &DI COMMUNICATION IIUUT TERMINAL CADINE1 1YPE 1 INDUCTION LOOP 1YPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL 111011WAY ADVISORY RADIO SICK BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNICI) CONDUIT CONSTRUCTION 11011 WIRE NOTE GENERAL NOTES; 1. FOR WIRE NOTES ANT) CONS IRUCIIOFI NOTES, SCE SHEET SCO. RECEIVED AUG 1 1994 DEVELOPMENT cant • Flow a IL! �d- PItOJ.NO _j "i!LLI; PROGRAM : DEVELOPMENT DMStON ' Washington State sc5 ,,;�: u . ,,,, T� . •Ti Department of Transportation �PARSONS BRINCIYERNOff SC &DI PLAN STA. 2663 +00 TO STA. 2675 +00 ..-,.....,..,... T.23N. R4E. W.M. VUZAVOLia llama - \— SR 5 — — — •2685' -s,_•= . - _.,_ �, . = ,..-s14 •,...r&- .,.. _ _.,._ _.... 1:1.., . - • SR-900 c= 17 SUA 701 480 V 1.1 • 1. 111 I. I., 1 LI 1.1 11'i 111111111 III I LI (.1•I III 1 1 11. 111 I' 1 1.11111,1 1'11..1 1 111.11 '. I . I\.1 1'I Il 1•. I +1.1.1 II ,) 1.111111..1111 1/1/..14 III/ 41 SIA1C WASH f EO. AIO I'ItOJ. NO. 111 /J4 JOB NUMBER DATE DATE REVISION fly :WRAC!' NO. 1,11* 1111 PROGRAM DEVELOPMENT, DMSION 111) . • I••.1.11•A 1 ".1'.11, 11.'IIi'J••.' 11:1 AA111.11'1J 11111. Washington: • Stati Department of Tn PARSONS ' BRINCKERHOFF. • ..23N. R4E. W.M. VDL D=L Ns; I@ SR 5— 1`1 SUA 701 480 V 50 100 SCALE IN FEET SC&DI LEGEND EXISTING NEW Gl • TYPE I JUNCTION IIOX TYPI: 2 JUNCTION 110 O TYPE 3 JUNCTION (LOX B NEMA 4X JUNG 1ION BOX ® ELECTRICAL SERVICE CABINI.I TRANSFORMER a CONTROLLER CABINLI CAMERA CONTROL CABINEI BAR CONTROLLER CABINET CCTV CAMERA SC&DI CABLE VAULT r ; EP] SC&DI PUI L BOX IIII ® SC&DI COMMUNICA I ION 111111 :11a ® TERMINAL CABINET f=1 B TYPE I INDUCTION 1.0(11' .. t] TYPE 2 INDUCTION LOOP RAMP METER SIGN 4 RAMP METER SIGNAL. itf IIIGIIWAY ADVISORY RADIO SKIN — - - — — - - — BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONITUBI CONSTRUCTION NOTE !nl WIRE NOTE GENERAL NOTES; I. FOR WIRE NOTES AND CONS !RUC TION NOTES, SEE SHEET SCO. RECEIVED AUG 1 91994 G10:4G L. • COMM U N I T Y • DEVELOPMENT ti: ;�.•' ,(Eves vu/ _:.I `11a. NO . -'L, "'' PROGRAM DEVELOPMENT DMSION Washington State SC6 SAY 11 - S,y;;, . : T Department of Transportation PBPARSONS BR/NCKERHOFF SC &DI PLAN STA. 2675 +00' TO STA. 2687 h00 C. T.23N. R4E. W.M. VGEZVELA o too SCALE 14 FEET. F11.441 11.141/ 1. 1:141Y; 111111411 .111. 1,111 11, 11 1 11114411 11.1■ I Ill l 1 INA 1/111 .11 1 /.1,c1 1: 11 ;41111,.111/ 11/144 STATE WASII J0I3 NUNDER DATE OM( IM VISION IIY :ONIRACT NO FED. AO P1104. NO. ji 101.1 PROGRAM DEVELOPMENT DMSION tgf I 1 ../• 1.4:41..11..'111,4/% .11A M11'111/1. 111.A• ,„,411111k Washington Stab Val Department of 1 bin PARSONS BRINCKERHOFF T.23N. R4E. W.M. 01 J In N 01 Eo/ II 11 0 0 00 CCTV075 CC075 O O .S 13 /KIST 513 KNI V -- . 50 100 SCALE IN FEET GENERAL NOTES; 1. FOR WIRE NOTES AND CONSIRUCIIOII NOTES, SEE SHEET SCO. 2. FOR SC&DI LEGEND, SEE StIEL I !;C1. 3. FOR CONDUIT PLACEMENT ON ©RIDGr 900/13W, SEE SHEET SCD16. RECEIVED AUG 1 91994 COMMUNI fY DEVELOPMENT A41 Pli0J. NO J iL ,i;u4 PROGRAM DEVELOPMENT DMSION 411ft Washington State � sc7 ,,.;,,., WO Department of Transportation PARSONS BRINCKERHOFF SC&DI PLAN STA. 2687 +00 TO STA. 2701+00 C. T.23N. R4E. W.M. vuDicvrou.6, 0 0 + ... _ ilk In ID + 71 07 TYP. 0 m "N44 1 .... _ I ... _ :111 -- ...... ...... is ,-..„.._ .-- —,— - ,.-- —...-:.--.7.7:------.:=:..:,---...,;:-..,,,-, - - - ----- _ ...... _ ____ A A.. ------ ------ ..., - -- ---------. _.-- —0 F••• F — — — — — — — _ 4 - ■ ---- — .i — --_ -.-------------- - _-_-_-_ .. — - _ — rinar. , * LIVIIIIM*I '.7 --"---"' -zi.-.-.....=00—............ r.._) M..:-.. . . - - .n. SR 900 _._. _ -I-95 — — _ _ _. ....-,..._-- .. _ . . ..._- .._ ...••.. - • - . _..._ .. ._ _• .....,_-_-.7:— . . IS - IAJ .5 .57- E 13, -Rio V----_________," . .. • 0 50 100 SCALE IN fEEt 1.1' 411 II. I. IA I IIII I.I I 1111 I I III. 1. I 11/1111.141 I %. I film 4. 1%11411 :411.1 Ii I) AIM( MATE WASII JOB NUMBER DATE DATE REVISION BY ;ONIRACT NO. FED. AID PROJ. NO. v. • PROGRAM DEVELOPMENT OMSION ..„■11*. Washington Stab IV Department of 1 PARSONS BRINCKERHOFF Hi I It 1 • l• 'All 1414101. '3N. R4E. W.M. �7nn ; EUTZ A:/ D LL L TYP. STA 2REW 194 +65 35 — — — --O n 795 O — O •I• N — LU — Z — ttean—`e S'13 iz.N1 V 0 50 100 SCALE IN FEEL S 11 - /i11 ST SC &DI LEGEND EXISTING NEW :•; 0 TYPE 1 JUNCTION BOX LI 0 IYPC 2 JUNCTION BOX O TYPE 3 JUNCTION BOX n B NE MA 4X JUNCTION BOX 11$T ELECTRICAL SERVICE CADINC I 111 :T; C;1 TRANSFORMER CONTROLLER CADINEI ® CAMERA CONTROL CABINET LVI TAY LIAR CONTROLLER CABINET z CCTV CAMERA SC&DI CABLE VAULT f' ; ® SC&DI PULL BOX 1111 SC&DI COMMUNICATION IIUU TERMINAL CABINET F =7 B TYPE 1 INDUCTION LOOP O '� TYPE 2 INDUCTION LOOP OP' RAMP METER SIGN �► RAMP METER saint. wif HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE WIRE NOTE GENERAL NOTES; 1. FOR WIRE NO1ES AND CONSIRFICiION ;NOTES, SEE SHEET SCO. /1 RECEIVED MS 19 1994 COMMUNITY DEVELOPMEIeE-t- 1.P S 2/16/1 J. NO ...;"'"al. PROGRAM DEVELOPMENT DIVISION /► Washington State . T Department of Transportation sc8 5,;; a „{,1; PARSONS PI BR/NCKERNOFF SC &DI PLAN STA. 2701+00 TO STA. 2711 +00 ---- T.23N. R4E. W.M. VROVELA 7777771777 77717777/777 -----•-•-•-•-• 200 •••• C5S/AIST 0 0 DI10. N. 11La VSI PORM DEOMN..l.ahntnt IIIN. . ' : :O Dprmnf 11 • d,,, m 1 A.'./ /4 il0 il, IolmI / PT JB NME .1 ; ud I Il ... : 0,11COASN 1A 1 q A . ' DIAE RVSO4 BICEHF .,, 14 l .1- N Lii -- Iii -SR 5 —————— — ... ■ -•-- 7 -- • —; L' c0 7 TYP• 70 1• 01 01 0 50 • 100 SCALE IN FEET it- I ii • I i 441114,m pm; P3N. R4E.. W.M. ITUDIfV/odd 0 50 100 SCALE IN FEET SC&DI LEGEND EXISTING NEW III U TYPE 1 JUNCTION 110X I1'1,1: 2 JUNCTION IJOX IYPF 3 JUNCTION 1lox NLMA 4X JUNCTION BOX ELECTRICAL SERVICE CAIIINI I I I1ANSFORME R CONTROLLER CARINEI CAMERA CONTROL CADINE 1 I IAI7 CONTROL' ER CADITTF I CCTV CAMERA SC &DI CAM f VAUL1 SC&DI 1 111.1. 110X SC&DI COMMUNICA I ION 111111 TERMINAL CADINEI TYPE 1 INDUC 11014 LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP MC IFR SIGNAI HIGHWAY ADVISORY (RADIO ;IGtd DURIED CONDUI I EMDEDDED CONDUIT SURFACE MOON I E I) Ct 1ND1 II I CONS1 RUCTION 001 F WIRE NOTE GENERAL NOTES; I. FOR WIRE NOTES AND CONSI RUC IION • NOTES, SCE SIIECT SCO. RECEIVED AUK` 191994 DE O LOPM�Eri T .. -.., Ott- jiio +as 2/II/ 4ILLI . PROGRAM DEVELOPMENT DIVISION �► Washington State T Department of Transportation no PARSONS BRINCKERHOFF SC &DI PLAN STA. 2711+00 TO STA. 2722 +00 MATCH LINE 2722 +00 In 1YP. '1 CN 1Y1'. T.23N. R4E. W.M. vunwaliza CCIV077 • CC077 7)7717.7 0 (N, co Ise 0 • N — - — c,• • •+.— • .. .2 0: A 4 0 a• 1 14' 0 ZA o zs 0 LI ES-07711 -K,11/111 END OF SC&DI COI •--. _ • • - • 0 50 100 SCALE IN FEET III IV .1•.• ........_. u..i.At .....it/.._ SlAIE wAsir FED AID Pli0J. NO jal _Iit. . . • . PROGRAM DEVELOPMENT . • . DIVISION , .. . . . Allik Washington St I Department ol IIII,II II III. I' I . 1.1.1■11,1 I 111/9.1 JOD NUMBER , PARSONS • PRBRINCKERHOFF I■ Ii MIN Ii...)II :OfilltACI NO DA1E DATE REVISION DV III IV .1•.• .23N. R4E. VOIXWIta S13 -5 TD P EJJ./6 A(f t SS •ZD CCTV077 CC077 J. 1' nl 11 a B. END OF SC &DI CONSTRUCTION 0 50 100 SCALE IN FEET SC &DI LEGEND EXISTING NEW IYI'E 1 JION1:IIf1N IIOX • TYI't: 2 ,tur1GNON (lC)X PJ IYI'E ,1 JUNCTION 110X n B NEMA 4X JUNCTION 110X 0311 CLCCIRICAL SERVICE CADINI 1 Ili [j I 1RANSFORMCR CONTROLLER CABINET ® CAMERA CONTROL CADINCI HAR CONTROLLER CADOIEI 04 } CCTV CAMERA SC &OI CABLE VAUI1 SC &DI 1'UI.I. IIOX Ilp ® I SC &DI COMMUNICATION IIUII Eg TERMINAL CADINET 1 = = =I B 1 TYPE 1 INDUCTION 100I' ❑ TYPE 2 INDUCTION 1.001' �j ► I RAMP METER SION RAMP ME I ER SIGNAI S ig HIGHWAY ADVISORY RADIO) SRO! DURIED CONDUIT — EMDEDDED CONDUII SURFACE MOUNTED CONDUII CONSTRUCTION NOTE 0 WIRE WIT GENERAL NOTES; 1. FOR WIRE NOTES AND CONSTRUCTION NOTES, SEE SIIEET SCO. 2. FOR CONDUIT PLACEMENT ON DRIDGE 5/528, SEE SNEET SCD17. RECEIVED AL 191994 ©EO LOPs�,grNr af My. ri.ro1i 2/IV 1 PROJ. NO -jrt i PROG DEVELOPMENT DIVISION RIPARSONS BR1NCKERHOFF SC &DI PLAN STA. 2722 +00 TO STA. 2734 +00 • 0 r. gr '11 P r, C e PLOT1 02 11z47:05 1994 412343_A fjp /di,tle /f jp /08plotl.prf cu C- W W= A- LINE-- V' w W=5 SEATTLE - TACOMA INTERNATIONAL AIRPORT S 188TH ST _ T. 23N. R.4E. W.M T. 22N. R.4E. W.M. 1'.GmM STATE FED. Al PROJ.NO. • PROGRAM DEVELOPMENT DIVISION 10 WASH DESIGNED BY C. CHAMBERS ENTERED BY A.J. HELF� CHECKED BY L.R. BOYLAN PROJ. ENGR. S.L. EVERETT DIST. ADM. R.O. ANDERSON CO'T"'Ct PIL. DATE DATE REVISION BY TUKWILA BLVD SR5 M.P. 154.38 STA. LW 2547 +22.1 C 176TH ST • END OF PROJECT LIMITS. CITY ' . LIMITS BLVD S 170TH ST 35 P. 152.26 1A. LW 2431 +30.6 =GIN PROJECT � - -- el 5/5I6W S 188TH ST 41.LA W *2 LEGEND INTERSTATE HIGHWAY STATE SIGN ROUTE Aii_zbEivED CD Aue 191994 pCOMMUNITY D.AID PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation SCALE IN MILES 04./aao S'TAG.E / P /e/ice Go. L /.rid+ i o i vl-tt /i OW, v Aa.4 7'4 vth' GG//WS.0 0bL.stiQ VICINITY MAP PLOT1 412343_T egd / dietlt/412343/11457/02plot1.prf 0' cr 0 N_ v N CV CD c NI C ' NI / J I m ti of 0. 0 N fV cJ J T.22 &23N. RAE. W.M. BEGINNING OF PROJECT LW 2431 + 30.58 MP 152.26 LEGEND EXISTING BEAM GUARDRAIL —'— — EXISTING CHAIN LINK FENCE -•— — REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. PAVEMENT GRINDING CEMENT CONC. PAVEMENT • ,, Tffe AL If trir F 55-3 F 60-7 AL 33' DL ' -3- AL 32- AL 31 -24.63 F.: L 3 ��.'';-- - - - - -- \ 1 _ — C y— LM - 2460-90 _— -- -- _ _ _ _ _ ..... ........................ ........... _ _ ... ..... ......... --- • • ,_5 ftftm ftaa r "—_ ............................................. •�` `'' _off,, -� ` _ `, _` - �-•_�� —` — — _ -- _ -= _ .... mss` . `�-•�� _ fa■No am.. waft uiiuilmlll 3'/D6- c Gi ,o 6'# S S /Giu aAs0G-e S 11410',:‘9 A- 4AA.1/1 - _ AR LINE NF _`' ftya gram CURVE DATA SPIRAL DATA P.I. STATION 81.„1", A FEO.AID PROJ.NO. R T L S e DE LS Lit 2434.19.90 40' 18' 30" LT. 2865.00' 1202.00' 1715.40' 0.05' /FT. 2/3 03.00'00' 3:0 LE 2433.73.30 37. 34' 30" LT. 2865.00' 1125.10' 1578.80' 0.05' /FT. 2/3 03.00'00" 3.0 AL 26082.24 40' 39' 30" LT. 700.00' 259.34' 496.74' 0.08' /FT. DATE DATE REVISION AL 31.87.50 33. 20' 00" RT. 210.00' 62.87' 122.17' 0.08' /FT. - _ AR LINE NF _`' ftya gram • 81.„1", STATE FEO.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION 10 WASH DESIGNED BY D. CROFT ENTERED BY O.L. CHRISINGER CHECKED BY L.BOYLAN +aW PROJ. ENGR. S.EVERETT D 1ST. ADM. R. ANDERSON CONTRACT .o. ID DATE DATE REVISION To22 &23Ne RAE. INNING OF PROJECT 431 + 30.58 52.26 F 59 -30.60 P. F 60 -75.11 P.O.C.= AL 33 -19.80 P.0.7. DL 33-33.60 P.O.T. AL 22-46.90 P.T. AL 31-24.63 P.C. i r • • • r 29 -:5.64 P.T. /I I ,& CO LW 2460-B0 1%. .1 LV 2431 -60 1 �EHOvING 4sP..c_ Coh:. I'�IE "ENT ILT.I 4.EM LING CHAIN L;NY FENCE CLT.I - -GII'. GRIN -IN: CE'Eti- CONCRETE PAVE'ENT. - • -- ------- - - - - -- -- _ -21:77;r1 i+ r.";"--; ', -- - T:4 � - �— -_ - T .� r— '1iJ•�16`! .� r • ----- - - -. —_ 1-10' �� \,L► 2433 +60 BEGIN REMOVING 1► 1 ) ti i 1 BEAM GUARDRAIL BEGIN REMOVING ASPHALT CONC. • I - 5 \ j ` 1 1 1 PAVEMENT (RT.) ( 1 REMOVING .4 - - - _ , 4+7 LINK cJtI _F- yr •� -- _— _____---- ----- ------ -- --�_ - - -� :T��-- �vSM -- = ��i, -- - �., ------------ - - - - -- --- - - - - -- -x/51 E - — -��i f_- ___ MM. OMMOMN.. -- __ -__ --- -' - -'- '- '----- '-- '- -' - -'— Vii. : :� ::... I. -; I ` - 1*F 67 +05.63 P.O.T.= — 31 +70:63 P.O.T. 32 +53 2 P.O. T. ta.•�ts•�f MC •� 1 a AR � NF -- tom' —'— . —. D.AID PROJ NO —.5 —._ 1 ). 1 _ - / I � vy. I Calm PROGRAM DEVELOPMENT DIVISION �/ i � !j 1 6 e'F 1 h —4- \ I I .. - , I Comm c/O. —�_ 67.07 - 4';17" SCALE IN FEET . Washington State Deportment of Tronspor tot I on f>Y3 1 9 1994 GOMMUNI FY PA1 PREPARA7igWr ITdI4ENT PLAN PLOT2 n 02 13:00:15 1994 412343_T egd / distlt /412343/11457/02pb0t2.prf y LU .ti 1 • • „ ku ‘Li -/ 11J t J_ N G , ,.. T.23N. R:AE.:.W.M. Lw 2':5-30 END REMOVING BEAM GUARDRAIL REMOVING BEAM GUARDRAIL ANCHOR TYPE 2 ,/,-2 CB'S - SIDE BY SIDE • I.,, -•>. `" R. wsltTAar.a ' Iitzmizzaz LW 2440.65 BEGIN REMOVING CONC. PAVEMENT 112' LT.) LW 2442 +33.3 C.S. DL 43 +61 ". AdPy: cs•L_ �' .t°°.7C'X _ • F., — .. - -__ "�'��:•+•i�atii iia.�s .ati.ir •i?= zsr :iivr.•.�r••aiiiair •r _ --- -...__ . ■ ■ ■ .:.■ 7:■■■■■•= ......."'d..""" 1 '''.....1.. :71it ril ... 7 . _ , - -1.------____:: ........................................................... . ....................... ..... _,..„:„.________ _ ... , ... ____, ��i"- 'yam -�i -- —�'�- -`-' -_ v_ __--- - - - - -- _ _�__- �fJy. OR 39.15 t32' L:41.1444/1"1"444444444441444114 ..7 •' f ' ry y 5:.� �� ,, , � r. f END REMOVING CHAIN LINK FENCE DR 31.15 (32' LT.) BEGIN REMOVING CHAIN LINK FENCE 0 50 100 SCALE IN FEET 1140,2" 10 STATE WASH FED.AID PROJ.NO : PROGRAM DEVELOPMENT DIVISION DES 1GZED BY G. CROFT ENTERED BY ELL. CHRISINGER CHECKED BY L. BOYLAN _ .ws wets PROJ. E17GR. S. EVERETT DIST. ADM. R. ANDERSON comic, Ns. DATE DATE REVISION BY T.23N. RAF N.M. -4/, /4/, -.�. —y I.-* -F - , • -- -- - --M)LITAR7 ROAD:, ` .::. \''..L.•45 +47.?2 P.T.\ / - �at n' ?ir �Yrn.Yiiiri-lrr . frig- trferf DL 46 +81.74 P.C. • lM 2440.66 .. � __ ._ L - - BEGIN REMOVING CONC. PAVEMENT 112' LT.) DL a3 +67.18 P.C.! - c LW 2 -33.3 C. S. ��- . ----1r � \�f rh...v'r' I Gfi, A;er Alkar ranaga r_....-.,....... r....... rw.- .�,,.......r............ss� ..........r......�.......r ..., .-.r 1,-S a'J- i•�!� !i"L •Y !-1O .R l.S tt.t••i - - - .° -2Y L y�liV -- ra s r -_ rl 6r V r is�-L•�' �� -1•S —r - r. r l ---- - --- -_ r -... 24x �G ....... - t., ............................ _ J y5y y� \i.v■WO/Ar'vlriay644 off 0 m W....:.; IoJ ■• 0 -I --:------ - ---------- - DR 39415 132' LT.) ENO REMOVING CHAIN LINK FENCE DR 35.95 132' LT.) BEGIN REMOVING CHAIN LINK FENCE 0 50 too SCALE IN FEET V 6 Z LEGEND EXISTING BEAM GUARDRAIL -'- - - - - -'- -'- EXISTING CHAIN LINK FENCE -•- -•- -•- REMOVING ASPHALT CONC. PAVEMENT '''f1•::•,r:4 REMOVING CEMENT CONC. PAVEMENT 1777771711 GRINDING CEMENT CONC. PAVEMENT AU? '1 9 1994 { AID PROJ.NO. Washington State Department of Transportation PREPARATION AND ALIGNMENT PLAN CURVE DATA R.I. STATION A R T 1 L I S OR 34.41.23 22' 42' 00" LT. 600.00' I2:.4.' 1 237.70' J :.05' /FT. OR 36 +06.84 03' 00' 00" RT. 300.00' 75.56' 1 157.05' 0.03' /FT. OL 37+15.35 34. 47' 00" LT. 500.00' 156.61' 303.54• 0.05' /FT 01. 44 +57.75 10' 21' 000.00• 110.57' 150.64' 1 0.05' /FT AU? '1 9 1994 { AID PROJ.NO. Washington State Department of Transportation PREPARATION AND ALIGNMENT PLAN PLOT3 L C'I 1•, 0 0. n: N N c th N In N_ N -o CT 0 1- M Col N [T' '/ ter. rri'rr��•►�'ir- -•- _._ _.._ _._ _._ _. _~, _ r. 0 DL 09.18.00 0 O BEGIN REMOVAL OF G •0•� EEAM GUARDRAIL N LW 2452 +00 I47'RT.I co ,.........,„,.. .....,„, ,: f END REMOVAL OF GUARDRAIL Dc ,,.. F. .1 . ,...„ .., . . ..„. v., a ..... ,.r ::. v.•.:...: <.•..::..r. „.... v:•'! „.„ -....„.tT: ..X,f: ; S.•.....,x — :v.. t •. .;1ynr.• /. :,5n•... 4: ' Z L_ • F• 7 ✓ // / /7// / l�r • <1= __ •r :, -.•_........•_...__:.. • C,2,) • • ...,.b?..1.- .... . ,•.•.):... - - •:!:....,a.Y_.!___'. tiii•:_ •' �• i:•:�S•' +Y.:.:.:a:::Ll:.�::: \Y. .. : .tiMv- +mac\:'. 12:::.....?.'::I� C•: �`- ..Y✓'.`J.ti.. S`.•:2', ” I •,.. ....•. .: Ems •.. —• .. ................. r..--,...•.... r...—,....................-...•—• ...............- ...•........... = -...^r .. r....... •..••..- .. ... •........•... .. ..�.•. ....... ••...r•.....•• -• •-..... •..- .•.•..•..............�. T.23N. WPM. I AL I- 0 0: 0 0 did oo'' 0 0 N v J j^ 0 v U • e Ili I h i:11I1;111IfI11 III( 1 1111111 ;t1II IIIIIII itli 11iI111 11 I AGWAY ,IIIiiIIIII AMY AI 11 1 e I -5 V•. w�•••• = . -.fir -t s--.1r--- �j� - - -- i.••■=. .S W.-L. .,fl ivsiviijli -1 ii :-- ss- _i_si- 'Yivrs z3*• :. v..1 5.3:: 16v= trams_ }:Jtr - - — 250 — — — — — — — — .LE-EINE - - - - — .. _, L._— • • .� CURVE DATA P.I. STATION - DL 45 -51. +S a R i • 05' 13. 00" RT.I 4000.00' 1 199 SO 100 . SCALE IN FEET DESIGNED BY D. CROFT ENTERED BY D.L. CHRiSIUGER CHECKED BY L. BOYLAN °” TATS "" ,q .FED.AID PROJ.NO.. PROJ. ENCR. S. EVERETT D1 ST. ADM. R. ANDERSON 10 WASH NOB NOW. DATE DATE J REVISION BY CONTRACT NS. PROGRAM DEVELOPMENT DIVISION T.23N. RAE. W.M. •rerler. "Per- ..4".•Forirer--/re.075•7•.-rdr.erer.or/i,/,--.7•7".;:r."' ti 1 P 1 ---per.triztlryr,resvrmr/r/rterep.4 • • ...rxrfrerr1-...rn.pii•sererer/r/rerenor/r/rewse•reperterrutrorerrrr•ro•rer.orester.+rri•rrr:r/ril k›^,e/d<•:‘,/.e.VAXS, ...›.57>;*:•".,:e,"•"..X.•'.•!".••••.% . eee ^••• • ••••••••• ••• • • 1111111::.!1.:11111 1111111:11!1•11111:= / //_ZZZ / / / /// //`"/d_ Vri// L/A '1/7 /// L/// ///7-2 ---- ///—/ —/ Z/-4/7 • '•••• - •:••••••-, •••• •••••ee.". • •••••••• • • • • • — • • • • AS was 1,1•”1. 4,•11.1. raw L,IS _2460_ .4.,■■•■■• ID PROJ.NO. 4......,—......-.,-,...,...,............-,—......-...717:_-..r=...w.r..............--_,.....,...,,,,......„..,_,.,,, „,.. ..:-_,,,.„..,„,.;...,...c..,, . . ,s4 „.4 / 0 5.0 100 SCALE IN FEET EXISTING BEAM GUARDRAIL EXISTING CHAIN LINK FENCE REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. PAVEMENT GRINDING CEMENT CONC. PAVEMENT --..--... 111111111111111 111IAPIIIrAn PROGRAM DEVELOPMENT DIVISION Washington State Department of Transportation RECERIED Atie 1994 COMMUNITY DEVELOPMENT PA3 PREPARATION AND ALIGNMENT PLAN • • • • ' • ••••••••• •• • • .. • .. • . SW, SMUTS CURVE DATA _ P.I. STATION I A R T L 1 DL 45-81.45 I OS' 43 00" RT.I 4000.00' 199.71' 399.10' I 0.03'/FT. 0 5.0 100 SCALE IN FEET EXISTING BEAM GUARDRAIL EXISTING CHAIN LINK FENCE REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. PAVEMENT GRINDING CEMENT CONC. PAVEMENT --..--... 111111111111111 111IAPIIIrAn PROGRAM DEVELOPMENT DIVISION Washington State Department of Transportation RECERIED Atie 1994 COMMUNITY DEVELOPMENT PA3 PREPARATION AND ALIGNMENT PLAN • • • • ' • ••••••••• •• • • .. • .. • . SW, SMUTS PLOT4 Jun 02 13:04:09 1994 412343_T egd / d15t1t/412343/11457/02p1ot4.prf 0 0 N J r N W 2 J U I- ► ► T.23N. R.4E. W.M. t i ► 1 i. 1. • - : ; I ► } n- •:�T�r/rm. ...r r/r/r/rrrm rr..r,.r. terns/ r /r/r.— Y�ryririrrrrrrrrr/rrr/s/r err/rm.er.ervey err rrrrr/r/r/r r/rrrrrrrrsk rn m .7.•.•.•/: / '.... • + + DESIGNED BY D. CROFT ENTERED BY D.L. CHRI51NGER CHECKED BY L. BOYLAN RCGIGM Mo. 10 STATE FFEO.AI0 PROJ.NO. WASHI PROD. ENCR• S. AVER "TT 01ST. ADM. R. APID RSON SOS MYMRII DATE DATE REVISION BY CONTRACT NO. PROGRAM' DEVELOPMENT DIVISION • T.23N, RAE. W.M.. I I I 1 1 Ir- - 1 1 1 1 i 1 1 ti 1 1 II rrrrr rrr rrrsrirnrrrr " I ir�rrr�rrl Trrrrrrr rrrrrrrrirrrrrrrrrir rerArer rrr.or rrrr rrr r- rrrrYrrrrrrri rrrrrrrrrrrrrrirrirrrrrrrrrrr;r rrrrrrrrrn.,T r/rrrrerrrr ? ?i•Pi},..." J i!li:IIII J•`r I I I I I I I I 1 1 1 1 1 77)56)5'.7-/ •Yr }iv......: +� v,.•:.� : ^X,ti�:, • ry*•ry r; . �i : r:.•s r.•... :!•: Y i:•,.. ar'.i;. ,rn v: iY! /. ?r %K fltiti t;rrrj 1vr::: }:•:: r.r }Y�• {!r: {.:•••• ..... i :<:::::.f.: -= .:_rr.•.•..•• • I0 Ar 11i !! ti!,, /! III 1iiI I III Illllliil it III 1 II 1:!I ! 1 Aar // /, if / / / 7/i I -5 - - - -i-Z. _S ava ivava sva rva •+ ava.,.. ra IM:419 -ate -- LE —LINE— N 075' 00•' E 2470— ry.�y�yy L„�1;= r ✓ii�iilrlr �� ii ✓ = %:s iii u �•: •.rte � JJl/L ✓�/yL.:rJyl L�r.JJJJ. r+ /1.LJLLJLI/i'11/yLyyy,; 1444, 4.4,44 ,144 yL y y� 0 i0 100 S ^..1LE IN FEET AID PROJ.NO. LEGEND EXISTING BEAM GUARDRAIL —•— —•— —•— —•— —•- EXISTING CHAIN LINK FENCE -•— —•— —•— —•- REMOVING ASPHALT CONC. PAVEMENT �G; %:�45::•;;;?g REMOVING CEMENT CONC. PAVEMENT GRINDING CEMENT CONC. PAVEMENT mmnww / /// PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation E: vr, `� 1994 QE MP,TY . PREPARATION AND ALIGNMENT PLAN 0 0 ✓ xr N X J W 2 J s U I- < S PA4 IMEET OF. INLETS PLOTS L a_ ' Si • N 0 • a. • m Q cn M N In -"o rn c+i - tt 13:05:54 1994 N C LEGEND• EXISTING BEAM GUARDRAIL - - -'- - - - - - EXISTING CHAIN LINK FENCE -•- -•- -• REMOVING ASPHALT CONC. PAVEMENT ' REMOVING CEMENT CONC. PAVEMENT - LLILLLJILU CRINGING CEMENT CONC. PAVEMENT ,. T�2.3N. RAE: .W.M. %. — I + — —~� 1' 1, '. �' \ `` `� ... — -- — — — — — — — — — — — — — ..... ` ? ITitiT /'7•TiT/1•�/TiYiT/Ti)'itT��fi 't - ( I 1 ' 1. , - - - - - -- - - - - — rrr - - - - rr>•rr`rrrn'rr? ?T�Tfrir/rrr/r c. iri- r.-rrrr.•rrrrrrr�r..Tr.'i-rrrr /rr�r`>•�!�r ,/� a• 1, : i / I , . h a> > i I 1/ BEGIN REMOVING ` = 1: � B EAM GUARDRAIL _ ti; LW 2477 -50 ••y r: 1: — • _- -II ��.. ..!(v .• f .ti. r:. /i:. 0.... ■i, Iii III ' : I �// I !: i i ' I I 1 I 1 I,! ! I ____�- ' W. f /7: ;r, I. , , ' ,,. Atiii..i. iii., iii' : iI, ` ,•.� �/j ' ::I : 7 JyJLI ./ § LV �f - Jl/y../ yy1i�✓sr 4 / Ir cc •c...c. -. ....A...7 / 1 : .I a '444. y j : : / 40/ m ma ' , , 1 1• Co, r / ' : : 1 ,/ / r V 1 , I .1. �� N iu v V: 6/6'. cc c .J4e :::::::::::::::::::::::::::::: ;;;;.;:;c ............................................ ................................... .. .............. ................ rf�/- rclrrryr�1 +'1t1�dWjl�y�yys�.s.u.. 1�LyylsllL/yriyt�L�� N D (-1 n 3 kr� -1 N kN C = . a u . - to US °i • I u,- e T �� 0 50 100 SCALE IN FEET i CURVE DATA P.I. STATION e R T 1 L STAT LW 2488.00.00 06. 42' 00" RT. 11.459.16' 670.80' 1340.00' 0.02' /FT. LE 2488.02.00 07' 31' 00" RT. 11.459.16• TS2.80' 1503.30' 0.02'0T. 1/4/4/1/ 11.4i/yyy R(G ,,,, {0„ STAT FED. AID PRDJ.NO. PROGRAM DEVELOPMENT DIVISION 10 WASH DE SIGNED BY D. CROFT ENTERED BY D.L. CHRISINGER CHECKED BY L. BOYLAN XI MUMMER PROD. ENGR. S. ADEFTT RN GIST. ADM. R. ANDERSON COMM C T NO. DATE DATE REVISION BY • • .• • • . — T.23N. R 4E. W.M. I et e rr,. --...,. ref -3. / of fitril.rf 1 I -->. - D.. . , d'S• o• ' A•I • '''S• ..../.• 41' •"S. - MT' IT/T/I'Vr/r/71171/79,./7/7W/T/T/7/7./7Y7V7WVI'VWTIT/T/Tel/W791VT171/7VP.P.,"'Vr.". .... • .4.1 ' .1.7./1.1717/7'717'7',77727•171/7/7•17i7lereT/7•17/7',7',71.7',777-,7,7V7:07'eli . . .._. ••• •••• C...) t • . • Q.: N. Cn■-i • 2, *S! N: ..,,..,_....._.... .._....d.......:,;....:..................,,,,............r„......„,..-....N•p•-••••••••••••••••• , . .. , .—;';"--.1.'------,.‘..,..,..,,...;...,.4.,,,,..v.w. ,,v,...,,./../.....,,,w,,:,..:.:..N,....6.,,....,„.. ..,.. :,.......; ?/:•XIV..••••••. :••••• X "IA/. ••••••■#/..../....."....../. s......'''';>'.:/:......'..•-•-••—•-•-+-0...':.:.....":.:.:‘....:... ••••-••••-•••••F!•• ..... /n!•••° :Ili: 1 ;!;11!1:11:111:;•;;;Iiit'ii ...' / /. / 1.: ;.;; ; I ; ./ .. . .. ..a.., v 4 .•.gyx..a 6. f ....0 a:d.,..., A....3 .Y..5M...o6e / • ..5 rj.;I.Y.:.i0,. .g• /.. .,• •E•.. •■.r •.% ,. •,..•1. .••• I..• . • ••:.l . :.., . • F ..1• r .• .4 • .. 1• ., .%1 ...1, . ... !/ .. !. ._! y.• .!z .. .z• ! ..!z' .. 1r:...114:;...•7 ,•:.•..•••.i.•'.,•7.i•.%.■,:■......i...:.N.i.,..i•.7.. " I .. i ' 1 ..i.-6/e..7i■Z5 • •..i+ .. "• . ..= ' i17.e...i6 •.• .•; ••/.. •:•• .. ;.1...6„71.6..y.1a./ ....;_..''•'•. :..•.‹Z •1'•..',,1 ../••1•.A.•7 .1•./ 11,.1. ,' I..1 AS/..1...... :/ 7. ..1.:" ..../ ;. • .. ; ..WIe .. :I.... ;'..... 1).W.1:..1.V1;..,.OX1.O...• 1 .... i/ r 1../M:..11,..1 .. 0 .. ,..• • / • !.. •..!■•■..:1•.•.!■•/•..i•7 •..i••..i•V •..•:.•.•: •..•■.../A•..•••../••..Z•■•..••..•■.•..•• •..•; .. •■ ..•■..•••..■/.•.• ..•■..••..•••..• / ..V/ ..ar7 t..• ■.■./ •• . .a .../ . " ..'/ NY .., ..W.. ..I.. .. ..W..af..ry/ .. l. • ' . " a" .d .o .. . , ..1.... .;/ ........o../.............X.47/ ../../ ....."/ . . .. ,...W4./..-...7,.................17 ....!!..± / / ."., ,•‘., '.•Ze6J ..................... :-• .................................................................. -7......-_'_ _ _ _ _ . = . . .. —._ • --_ -.._-._. _.. _.... _ - - ..-.....— ._ ..... .... .. . _— L c __ -- -- - - ... . — -- — _ - —. _.__...... . _ _ .,_-_ _ _ ...._ , .. . _ . .1 . . . .. . . . , _, _.., __,..... ._,_. ■....... .,...... .......... .....O.■ ■■•■■ .■,... ......■ mom.... ........ ........ ...,,,... ........... ..„... L441.44.44,4444ke,44u444.4......Www.t.aug4.4(.4444.14,41.Aua.u/k7 -J c C C It. C = 0 S■ LaLLI 0 o a. O a- • 0 r e.1 .1: co ..- ce a o 50 100 eo= Su E IN FEET La,.. ,= ...,=.4 URVE DATA R 11.459.16' TILt 670.80' T1340.00' I 0.02'/FT. 11.459.16' 752.80' I 1503.30'i 0.02'/FT. AID PROJ.NO. -4 REv.OVE A5P4ALT CONCRETE PAVEMENT •£.. V -k I> kr) n r -■ kw. t.4444.4.444‘../.444.44‘.44.44.44.v./.444.vd..44.4(.444,..r./.4.4".i.w.g.444t.w.w.oz.42.7.1.4472:2:z/..747-aa,z47.747.,..-2,241.44.444t.41.4444,4(.. LE 24$7400 LE 2487.00 REMOVING CHAIN LINK FENCE PROGRAM DEVELOPMENT DIVISION R E:CilVect ALs 9 v94 comitv DEvp, y, PREPARATION AND ALIGNMENT PLAN 1 Washington State Department of Transportation ea TS • • , PL0T6 Jun 02 13:07:38 1994 412343_T egd / d:stlt /412343/11457/01plot6.prf JI cf1 r•.r._ 1.•t ..IJ Y rl� r c ',V IQ ir' a•J I y�� ~,T' I �4 '• '�s�. N:r I -,. • ter 1 • N. \ \\ \ \ \I \ 1� \\ •5 :1 �... , ..... CO MATCH LINE r' O 04 • tID T • • , T.23N. RAE. W.M. 1I 1 1 II 1 1 a, 'I 1 1 1 t 1 1 N I 1 1- 1 1, eir rrrrrrrlrrrr�,r�� ? ?'��risirrsrs inrirrs•/r • -- nrrrrn rr • 1 `.5\ M i l I.F. r,,:..�•.•,{. �:4{•r: .. 1t' iI LN 2497 +00 END REMOVING BEAM GUARORLIL REMOVING BEAM GUARDRAIL ANE%•:R •TYPE 2 \,rr, "r ., i1 1 1 1 (I :i : i i l l l I I i I I (i i 1 1 i :'r:.vr J...r.d .: { {,q;:'rr.S•.�hy,¢f. _ , 11i 1;1 111111111 �I :ill Ili lid / /-717-Y7'- /7 //L7 � /17 �' ,M /;}�c�2t.n"- - • ■ (tens) /, • y/ s�s�lrt/ s�litr.• t�trL/ frlrcril yl/ t�. cr% l.: rtr1/ t�1. rcrjJ. vt/ 1J1Jjr1r�r1r1J1 .r1,r1J1rv1r1/1/.tJL.:/1, 1 �� I -5 • LETINE rr. tios>•.= .:rsilryt/�/lcturll 0 50 100 SCALE IN FEET. "G IS 10 STATE WASH FED.AID PROJ.NO. PROGRAM 'DEVELOPMENT DIVISION DESIGNED BY D. CROFT ENTERED BY D.L. CHRISiUC7.R CHECKED BY L. BOYLAN as WNW FROJ. E9GR. S.EVERETT 01ST . ADM. R. ANDERSON Cnrt"LCT M. DATE DATE I REVISION BY minimum T.2311 .R.4E. W.M. ,, 1`� 0 % I \\ 1\ 1I. - 4 w \- ,1 \ \ %-o j �1 \ ,1 1 1 t 1 t i \ \ I 1 1 1 1\ 1 I1 11 \` 1 I 1 =u• •r1 1 1 1 1 1 I\ 1 10,,,0.✓ 1 U - ___ - -. /•. -�1 1 i----- -------- - --- 'I --! \ \ \ \ \ 1 \ `.1. -�-'" ^� r T �� 1 1 I I \__ 1 I. `—' 1 1 l I .1- _ \ \; �\ f/ ; ► 1 .I 1 l ; 1. - ............ 5300 A- 1 • 1 \ .. . I I \ 1 %,..... —i • C. _ - 7j'�.T.r r r r/r.�,.; ,T - V e S• - • • -- - -1 - " " " • I ' I �yt„/rr7/7.17 r/s�r r/T.rrf7•7/7. a••fa,.f7ns s/7iTs7 +r.T. ref /T.r r srrrrrr r rY,rs •7•/r/ %7.7/7 ? /7lTi71•71' � - �� ?'"'�' ?. • ........ '►!%T/T/ ?ertr" LW 2497.00 END REMOVING BEAM GUARDRAIL REMOVING BEAM GUARDRAIL ANC -:R TYPE 2 •::• •.•,:•" ••tr:•a• }:•i;tr'r.•. • • : r•:4{•'r;;•7<•::v {xy1•g.;•r//� - r I iri•I i i:. I I I 1 I t I 1 I �'1•i•�,I 1 I t ': {t:•:i:.� : Y.t.•'r:•r:::::::•:.;!�1. ;;.-:. ;�. ti.,^,- / ' ,, % I,�y i I I i I I.( I I i� I I I� I I I t .: ! I I 4 I i I III r••: t .�• � :•'/.. t r �� •- •X!•;4vir /f :•i:! :•r,;�� /�/ •r� M :tI 1 /// /L. .•r 1 -5 Alv 1111 1111 • ./ _ _i_ LETINE II.Iti1; ;1•'1:1• / // II!t; , LID• _._...r_ 2500_ —. 1 .I1�.✓s/4/. /L./. f ../1:.:/t.1 1. t11I .uJlt/.1t/d/yyyy ✓1/...1.:/d/�'L /1., /4/Ll.rs l../. /.t.fJ.vl/d/.c/. 1 u.N /1/.../141/s/1/i1id 1s.1/•./d.:.L1J.N.//t/L. ,1/1/1/Ll/1./. /k �Ft Ct 0 50 100 SCALE IN FEET LEGEND EXISTINGIBEAM GUARDRAIL EXISTING CHAIN LINK FENCE -•- -•- -• •- -•- REMOVING ASPHALT CONC. PAVEMENT REMOVING CEMENT CONC. PAVEMENT GRINDING CEMENT ONC. PAVEMENT " PIECE IVE 0. lidARM .AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Department of Tronsportation AUG 191994 COMMUNITY PREPARATION AND ALIGNMENT PLAN.. PA6: T WETS PLOT7 Jun 02 13:29:34 1994 T-. 2 3 N. R.4 E. W.M. i \ / - ZI ++ i ► - -'� - : / + �,rF�"a� irrr 0. er rrrr. /r. rrrrr, -/ r/r.,- r riririr/risir. r rirr�ir/r/rer. rrrrr/r/ sirr 7 /r/rm-rir:r/r/rrrTir r/ri•r70 � �� u . • o / / !111.!1, ;il�111!I I / / / /// / /// / /f MATCH LINE STA LM 1!01111 II!Ili'! ------------------ - - ---- I -5 --- - -- -- --_5/519 -- _ 2 !. �__ -- LEIINE— LEGEND EXISTING BEAM GUARDRAIL ExISTING CHAIN LINK FENCE -•- - -- -•- -•- RI:''OVING ASPHALT CONC. PAVEMENT `:Lt..; R_UCCVING CEMENT CONC. PAVEMENT GRINDING CEMENT CONC. PAVEMENT mwumui %1�� a a a �. 'C.. yyyyy.� yyyyyyyyy -0 50 100 SCALE IN FEET • ,,,, 10 STATE WASH FED. AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION DESIGNED BY D. CROFT ENTERED BY C.L. C■RtStNGER CHECKED BY L. BOYLAN 4011 NreDI PROJ. ENGR. S._V_it 01ST. ADM. R.... __RSON comma Q. DATE DATE REVISION BY I I T.23N. Re4l . W.M. • ,r,:rtrrrm-rfierrrrfitr a. • zz U -„ 1.7 Z oz Njew -J Li w ? i s, •rte • ?'? �''� � �? � i Lv 2518.80 • of f BEGIN `AzEP • / ,• _-.' I // i Y r _ ∎ 1j tin L30. I-5 -- J ■ ■ LE-1 INE — .:-..F.: - -- - - - -- _ -- -- _ _ - -- _ -_ -- �- _ - - -� — L a a �c ^si.. Jyi/L� a �- a�� LS�f llll/rrs!��ay:rv.la.�Jrr�rrc �"./17J.Tl�J:J%:i a �� - -¢ a `�- lllsyycr�iy.l �u �,ylcc s,ruslr. 1. 11 .�-''� `, , '�yjl.� r" i 1 `I 11 1 I " ,� 1 ) o so loo SCALE IN FEET ).AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Department of Transportation LW 2520 -00 END REMCV,ND SEAM GUARDRAIL ENC REM. ^•V NC ASPHALT CONC. P..V_v_NT (RT.) RECEIVED MS 1994 COMMUNITY PREPARATION AND ALIG '1TPLAN PA7, WILT wan' • Jun 02 13:31:14 1994 412343_7 egd /distlt/412343 /11457 /01plot6.prf PLOTS ■ -.4, • I 1 I s 41:::..6i:;:z..-;,::::::=-..:4==:1; • �'�slserer! riser /ririr/>^- -- - -meet. -- --- rrr�rrrrrr/rrrrrisrrrr�_: rrl- r- i- rrlr/rlrrsirer - N .r1 M .. O NJ Ul 1.1 T.23N. R.4E..W.M. 1 1`' •1 11 • Lw 2524`9: /BEGIN PE" VING CEMENT CONC. GUTTER LW 2521.20 END TAPE; . .3 1.0 J Lw 2529 -22 END RE MOVING CEMENT CONC. GUTTER Lw 25:3 -A4.37 BE3:4 TAPER A 27.37 - END REMOVING BEAM GUARDRAIL - REMOVING BEAM GUARDRAIL. ANCHOR TYPE 3 ENO REMOVING CONC. GUTTER N A 28 +27.20 LW 2530-:5.00 P.O.C. (35.0' - -•I /74-4, -e///,-/Z,/z/ 7///-72/7-///-//z_//z"-//-/ '777:97F7h11////_z____7/ CD De N �J W z J v LW 2529.22 END GRINDING CEMENT CONC. PAVEMENT if .7 : .. 1 ... ::::::::::::::::::::::::::::::::::::::: : : :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: .--- - ''-'"--- -.::::5::: i 7 411 " Q - yaR ( � -.`-......................................... ` ------ - -- - -- - - - --- ily�i�X��JyyJ..yyXi I I... _� _ -_ --- I;;-:-: - : -�, ��aaz- _- ,-=-_ -- . � ��- 3AJ... ! f ..7 / I � i - 1ry1-,✓— vsr ,.s- yrly4.w.,,ra, ✓.rlaY 1�' i i % I I b ! , � ,, -...- -*•,., - _- _ ••�_ - -.- -.- -._ ��„ I :stres• ....' h (Si"' - LEGEND IXISTING BEAM GUARDRAIL -'- -'- -'- EXISTING CHAIN LINK FENCE -•- -•- -•- -•- REMOVING ASPHALT CONC. PAVEMENT RZ "OVING CEMENT CONC. PAVEMENT GRINDING CEMENT CONC. PAVEMENT imum" i /1�/ PRYY ,. 0 50 100 SCALE IN FEET P. AL • Itlitr`fSTATE FED.AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION • 10 WASH DESIGNED BY D. CROFT ENTERED BY D.L. CHMSNGER CHECKED BY L. BOYLAN 4O11 "••11Ut PROD. ENGR. S.EY_'_TT DIST. ADM. R. ANDERSON cc"rnAo p' DATE DATE REVISION BY I I T.23N. R.4E. W.M. TTT:rT/Tn•T/T.T r, V1-/77 LW 2539 -22 END REMOVING CENEN\ CONC. GUTTER LW 253? -61.37 BEG::: TAPER (35.0' _T.) i. . / / REMOVING BEAN �� euicnoeu �urunc \ <I« 1 '.f `✓ J�' CT� } •y r ..- .�acP�r." rs.. W . '.... , •, ' y�JO `''_ :�r �. : . :."- v".,,.tr .- ..`..w4 JPm""_r. cy +ma, "i Fa�� - M" r, i '6•,�+.., , : .• �,,i in in GUARDRAIL ANcHoR ENO REmOvING 4.• 1 / BEAM GUARDRAIL .,/tz://z/ /z_ / __//2/*/•22z..//hi • %`- 1/-4/./71 //` /// f/ /f /' Lv 2529 -22 END GRINDING CEMENT CONC. PAVEMENT • war HE"0VTNG :EV•=NT CONC. :uRB C C IN ......,.......................... 7 A 26.53 END REMOVING CONC. CURB BETWEEN 5R5 AND 'A' LINE RAMP A 21 -70 END REMOVING CONC. CURB 19" CONC. 11•' C:NC. !TRAFPIC Is,AN0 11 A 23 -95 B °GI'. REMOVING CONC. CURB __ T .• -- - -------------------------------- - • -._tip rr.= == • ,?tirrsir./ar------- .. -_ -_ -- __ -- = -- \ ..•t- ------- !7 - _` -_ G 35•30 (RIO - -• \ jp ! 1 i� . BEGIN REMOVING •�` � CHAIN LINK \` �� , I - �.' `FENCE • • SOUTHCENTER PKVWY Jii ✓.risry�.eiliiy ✓�i�: ins% iT. t�liys/ yyi�i% �. uiSci�% i% i��i.: rilr�ii :�.c%:�ye/ys�.ery ✓�.:r�y�yyy ✓yi � i�s�yyy•z;;,,,.,..:viyr; I' 1 0 50 300 SCALE IN FEET G 35.11 (RT.) BEGIN REMOVING ASPHALT SIDEWALK .AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation " e 19199 commuN PA8 PREPARATION AND ALIGNMENT PLAN fv(ET. CURVE DATA P.I. STATION A R 7 L S AL 23.95.86 83' 48' 09" RT. 159.00' 142.69' 232.56' 0.08' /FT. A 25.29.62 OB• IT' 32" RT. 5664.68. 1 410.63' 1 819.83' 0.08' /FT. LW 2530.60.00 35' 24' 00" LT. 5729.58' 1829.54' 3540.00' 0.03'/FT. G 35.11 (RT.) BEGIN REMOVING ASPHALT SIDEWALK .AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Deportment of Transportation " e 19199 commuN PA8 PREPARATION AND ALIGNMENT PLAN fv(ET. Jun 02 13:33:02 1994 412343_T egd / distlt /412343/11457/Olplot9,prr �,. +'•PEDESTRIAN PATH —■ - -- AT.23N. R.4E. W.M. A 18 +53.6 LW 2543 -:6.1 ENO TAPER iii ii!/f"/0QiJJ4\' "i. :Mr- 'V.J'-..4d %U/Ss- - J' }} •., • -• /�• CPU"' 1 ............. ... — — -. .. _. `e-wnft .'ciu�,"7"", rur: w� y '^".r..+ .� .urt.r�nr,na.rr^ -✓. Iuus""....` r . 1i..,Jf ✓: "�' r .5r . P_C-9 NE STA LW 2535 +0 TRAFFIC ISLAND A 21 +38 BEGIN REMOVING CONC. CURB (BETWEEN SRS AND 'A' LINE RAMP ON BOTH SIDES OF RAISED TRAFFIC ISLAND) G 35.30 TO 38 ■25 (RT.) CLEARING AND GRUBBING _• _ I -5 G 38.30 tRT.) REMOVING BEAN GUARDRAIL ANCHOR TYPE I BEGIN REMOVING BEAM GUARDRAIL G 38.86 tRT.) • END REMOVING BEAM GUARDRAIL ..ft ..:.. .. .."..7 .....•.. •.:••....• .. .....: / . .• .....O . .. ....: .. . :7.:: . ■ . . .7. ,: . , ... ZI.. , . ..:. ...7: .. . .r . . I ' .i.:... E ::...S.1 ...z ... .. . ......... .. ..... ...: . . . ..............e ..__ 2540 - :.:.T:.:..:.::.. :.t:.. _ - - - -r - -■ - - - - .",7 .- . ...- .,.' . .- - ' - _ .:.. . . 7.: -- - _- - - LELINE _ _ .... -.— --,--7' = == __ _____yam 1 :.:. •■ yJ•..sty �.J • p... • 0 41 +00 (RT.) END REMOVING CHAIN LINK FENCE �- ra.yar5 - _ SOUTNCENiER 'b =.c. >• _. .... - PKWY _. `..P CURVE DATA P.i. STAT:OM f DELTA I RADIUSITANGENTI LENGTH S 1. ZSo1.5�.00t:J•CE'00" RT. 111459 .If1010.94'12016.67'0.02'/FT A 17472.20 161•14'0G" RT. 881.47' 422.65' 788.21'0.08./F7 I , 0 41.50 (RT.) END REMOVING ASPHALT SIDEWALK 0 5D 100 SCALE IN FEET • "a',°N STATF FED.AID PROJ.NO. . PROGRAM DEVELOPMENT DIVISION 10 WASH DESIGNED BY D. CROFT ENTERED BY D.L. CHRISINGER CHECKED BY L. BOY , :rl JOi mama PROJ. ENGR. S. EVCr.0 i 1 DIST. ADM. R. ANDERSON CONTRACT NO. DATE DATE REVISION 1 END OF.PROJECT- END-TRUCK CLIMBING: LW 2542 +92.61.(24' MP 154.38 LW 2E -:5.1 END TAPER LW 254045.1 frF�ry /BEGIN TAPER - 2 5 - 4 1 0 — I -5 IUARORAIL ANCHOR TYPE .I BEAM GUARDRAIL :AM GUARDRAIL - �' -'j_- --' TUKWILA INTERCHANGE -- 2540 _- _- __ - ._ -' -._ -- ' -- - -- 1__ - 1..-_- _ - - - -� _ . _. LE LINE - - - - -_ .................. -- _ -Csi:Iiir.-:--,... \ ,� \ \ ■ _,_ \ -' — i� ` \�- `'\ \, \ , \\ \`, IS G 41 +00 CRT.) END REMOVING CHAIN LINK FENCE . -_ SOUTHCENTER PKWY \ 4;� 6 41.50 CRT.) END REMOVING ASPHALT SIDEWALK 0 50 100 SCALE IN FEET LEGEND EXISTING BEAM GUARDRAIL —•— -- — —. —'- EXISTING CHAIN LINK FENCE —•— — — - -.- REMOVING ASPHALT CONC. PAVEMENT . :177. ti REMOVING CEMENT CONC. PAVEMENT GRINDING CEMENT CO ectti J1111111111111 AID PROJ.NO. PROGRAM DEVELOPMENT DIVISION Washington State Department of Transportation Alle • 91994 COMMU,tir ry . PA9 PREPARATION AND ALIGNMENT PL* saw W SEAT S MYRTLE ST DoE 1 r FIELD/ +,, *4 KING UNIT INTER 7 11RT ONAL S MESSIER ST S OTNELLO ST N N S TRENTON ST N HENDERSON M SR 5 M.P. 158.32 BEGIN CONSTRUCTION 108TH ST ST S PRENTICE ST BANGOR ST S 12TH ST a S MATH ST 12STH 128TH S 128TH ST 136TH Pedestrian Llnd.rcro$S S 176TH Si 144TH ST S 144TH ST S 144TH S ISSN S1 TUKWILA at IS6TH S 156TH T s S 160TH ST SEATTLE- TACOMA INTERNATIONAL AIRPORT STRANDER 170TH 1 SEAT S MYRTLE ST DOEI EINO INTER Al ...� xl.. • A6.'1TAilb. ....i. MELD/ 4 ♦, UNTY ONAL r ART WASHINGTON C W —J S TRENTON ST N e HENDERSON 10011 ST S PRENTICE ST BANGOR ST S Y2TH ST e a 1- 116TH 4 S 124TH ST S 124TH 126TH 126TH ST 136TH P•O..trlm Ilno•rcrou S 136TH ST S 144TH ST S 152ND ST iN 66TH S 156TH T S 160TH ST AIILA SEATTLE- TACOMA INTERNATIONAL AIRPORT STRANDER P BLVD N 170TH - S 1TITH ST 509 SEATAC 176TH ST JORMANDY rho rn rn S 1— W ILA S RSeTH ST S 188TH ST M P 558.32 BEGIN CONST UCTION SR 5 M.P. 152.26 END OF CONSTRUCTION T.23N, R4E. W.M. WATTLE EXISTING SERVICE SUA 792 240 VOLTS aaa S. i SB SR 5 s. L4' LINE _ zrSS3 aa� =� -1- -cccrs 3 =tea Z LINE -1 .. / Q- 65 nnES-070R Lam-. ,,- s r / 9 �9 4'13 )O o ° 2. 0 50 100 SCALE IN FEET R "G''0A' NO STATE FED. AID PROD. NO 'aC1 $ c'is PROGRAM DEVELOPMENT DMSION Washington State T Department of Transpc WASH ED r..R. WODUEY __/94 i iTER sTERED Br: l', K„ B''RD _ /94 AECKEC Br: 0._ FDRDYCE __ /94 • JOB NUMBER P. 0.1 EWA. . . 5 L EVERETT • PARSONS P�BR/NCKEAHOFF s- t:ar. . . a•:DEPSOr: 1 i • I tONTRACT NO .. -- l',,, nC.,1 A, 7V �r �E. W.M. U LPL!, EXISTING SERVICE SIJA 792 240 VOLTS s 4 f Z 0 0 to 0 in N z L4' LINE E5 Nr- N, w ()Z Z J I I 1 0 50 100 SCALE IN FEET z J N SC &DI LEGEND D(ISTING H MAY •iYJ NEW 181 EIS0 B g :1 .o Qa VAV DEI e 0 4. wits TYPE 1 JOCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET TRANSFORMER AND CONTROLLER CABINET CCTV CAMERA CAMERA CONTROL CABINET VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION SC &DI CABLE VAULT SC &DI PULL BOX SC &DI COMMUNICATION HUB TERMINAL CABINET TERMINAL CABINET FOUNDATION TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL HIGHWAY ADVISORY RADIO SIGN - - - - - - - - BURIED CONDUIT ' • - EMBEDDED CONDUIT - - - - - - -' - SURFACE MOUNTED CONDUIT LSI ® CONSTRUCTION NOTE WIRE NOTE Iy riw ((d%. &on o'{ /DTP eic ec4ors P/ 1 .MC/44, of e*'iL /eue. ANG%( 'q ice.. , S LPNG K41-4?f ALS jg 199 IDE�E�MU�v! 1�r PROGRAM DEVELOPMENT ,�► Washington State DMSION T Department of Transportation BPARSONS BRINCKERHOFF SC&DI_ 552 +50'. TO; STA1; 2565 +0 • SC4 • • / / MATCH LINE 209+50 SHEET 3 / 7 ./ T.23N. R4E. W.M. SEATTLE k / ES 411D / • / / / / / / 4-066R II I I III HAR064T / / / / / / / / / / / • / • • • / • / / / / / / . . . . . . . . . . . . . . / / / / / / / / / / / / . • / / / / ./ / . / / • 0 50 100 SCALE IN FEET . — %G.. STATE FED. AID PROJ. NO. 57„,,T;Nrs . PROGRAM DEVELOPMENT DMSION _ Washington State . WASH ESIGNED BY: K.R. WOOLLEY .1„.41111, VO Departthent of Transpc 4TERED BY N.J. SAAR° IECKED BY: P.L. FORDYCE JOB NUMBER 10J. ENCR. S. I.. EVERETT p PARSONS4t'?^■'!‘4,■::;.,!:4:':',.:'.,k..•;,:+iej,:i BRINCKERHOFV;"'::::'-',.-,t- ST AU. R. 0. ANDERSON . 0 Kt T RA C T NO. nal-c- Myr REV1S'ON BY 0 50 100 SCALE IN FEET SC&DI EXISTING 2 :i; LEGEND NEW am 0 H :'] T., o: U EMI TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET TRANSFORMER AND CONTROLLER CABINET CCTV CAMERA CAMERA CONTROL CABINET VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION SC&DI CABLE VAULT SC&DI. PULL BOX SC&DI COMMUNICATION HUB TERMINAL CABINET • TERMINAL CABINET FOUNDATION TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE WIRE NOTE See skee' Sc / C�i.rsh ove)A /J Cam- GJ l d r CDG�Pct Le je" PROGRAM DEVELOPMENT DIVISION .do■ Washington State W/ Department: of Transportation,; P�PARSONS',Yti BRINCKERHOFF '• .Y:, tie eo X199 CI V COPii Y . . T.23N. R4E. W.M. SEATTLE EXISTING SERVICE SUA 733 480 VOLTS • SR5 2576 +00 in N ED W MATCH UNE @ NB DUAL LANE RAMP METER SIGNAL 0 50. 100 SCALE IN FEET I "4 " • STATE 1 FED. AID PROD. NOJ HKfts∎ � = PROGRAM DEVELOPMENT. DIVISION Washington State •.. WASH ESK;NED K.R. W ° °LLEY Var Department of Transpor Y: Bf:. HTERED K.J. EWARD NECKED En: P.L. FORDYCE JOB NUMBER ROh EN°R. S. L EVERETT PARSONS HO • . .,:. . . , :..:..: BRINCKERHOFF ' 1ST. ADM, R. 0. ANDERSON . - 1 I ONTRACT NO. Arv<<.,,, F, F • DAT- - ;4E. W.M. TTLE • o - -- -'- -- - - =1= =iv - - - -'- - d,- 2570 • 2575 NS SR 5 0 m U) N re et ral w z z W z a 0 50 100 SCALE IN FEET SCd&DI LEGEND EXISTING NEW 0 r.. EB EVMS] te, DEI ® H B .• 0 AVA / \ TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECYNICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET TRANSFORMER AND CONTROLLER CABINET CCTV CAMERA CAMERA CONTROL CABINET VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION SC&DI CABLE VAULT SC&DI PULL BOX SC&DI COMMUNICATION HUB TERMINAL CABINET TERMINAL CABINET FOUNDATION TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE WIRE NOTE See S /eeZ SC rs rate) 4-r- cdlex- -cbdeke egef‘aC PROGRAM DEVELOPMENT DIVISION Washington State T Department of Transportation PBPARSONS BRINCKERHOFF SC5. 0 O m z W z • T.23N. R4E. W.M. SEATTLE 2575 SB SR 5 • 2580 2585 t = == =ccccc acx = =v ce__, ==== = = = c =. =-c c =cc= -=e xs = »xc> . == x= == »arc: __ ___ •J _._ ccc xxx== ooc =.oe ccacxx xv�cooc= �cc = =xxz na ca =.cc =c csx:= • 280 2585 11 NB SR 5 - R Rra°N _ S STATE F FED. AID PROJ. NO. 5 5;,50 , ,;,,A PROGRAM DEVELOPMENT W Washington State B WASH P BY: K.R. A Department O/ ; Ttanspoi AAR° ° iECKED BY: P.L. FORDYCE , JOB NUMBER PARSONS rr rs °. ire E. W.M. rLSE • 8 2585 285 0 0 CO N re N z m, W z • 0 50 100 SCALE IN FEET PROGRAM DEVELOPMENT DIVISION ■••■ Washington State vit/ Department of Transportation . . P PARSONS_ ____BRINCKERHOFF' SC&DI EXISTING ii LEGENQ NEW 0 0 B Ti TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET TRANSFORMER AND CONTROLLER CABINET CCTV CAMERA CAMERA CONTROL CABINET' VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET I-AR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION SC&DI CABLE VAULT SC&DI PULL BOX SC&DI COMMUNICATION HUB TERMINAL CABINET TERMINAL CABINET FOUNDATION • TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE WIRE NOTE See sheet NS-CV (4t J� Qaje) /� CO /Or _ccderX 1-,ej SC6. SdcDI.s.G LAN�� A -.. 2576 -O0 TO STAU 2588 +00 : T.23N. R4E. W.M. SEATTLE . EXISTING SERVICE SUA 781 120 VOLTS ES -0710 CCTV071 0 V) Z oY w J�I 2595 SB SR 5 @ HOV 2599 -- 0 50 100 SCALE IN FEET pHa STATE FEU. AID PROJ. NO. ' L s ERs PROGRAM DEVELOPMENT. DMSION ... • .�► Washington State WASH IESICNED BY: K.R. WOOLLEY Q V/. Department of Transpoi :NTERED BY: K.J. BAARD :NECKED BY: P.L. FORDYCE JOB NUMBER 4ROJ. ENGR. S. L. EVWRETT • PARSONS OFF LW BR..., . .HOFF )IST. ADM. R. C ANDERSON __FONTRACT NO BY nax Hart -T REVISION 4E. W.M. STING SERVICE 781 120 VOLTS -071D CC1V071 WSTA071 2595 SB SR 5 a HOV —2595 0 50 100 SCALE IN FEET 8 0 m N m CC N CO z tai W a SC&DI LEGEND EXISTING NEW • TYPE 1 JUNCTION BOX p TYPE 2 JUNCTION BOX • TYPE 3 JUNCTION BOX ▪ NEMA 4X JUNCTION BOX - -_ ® ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET ,��ii TRANSFORMER AND "T° CONTROLLER CABINET O4 CCTV CAMERA CAMERA CONTROL CABINET EVMSJ IV�1 VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET \k- HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION �G� ® SC &DI CABLE VAULT �P; ® SC &DI PULL BOX ® SC &DI COMMUNICATION HUB ® TERMINAL CABINET TERMINAL CABINET FOUNDATION E3 B TYPE 1 INDUCTION LOOP O TYPE 2 INDUCTION LOOP *► RAMP METER SIGN q RAMP METER. SIGNAL. ▪ HIGHWAY ADVISORY RADIO SIGN — - - — BURIED CONDUIT — EMBEDDED CONDUIT — — — SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE AVA /#\ WIRE NOTE See s /ee SC -/ (-re: 1l �aJe/n) cur- coIdr -code' PROGRAM DEVELOPMENT DMSION �► Washington State T Department of Transportation e enc 799, DC 1914OpV lY . SCE PRP� PARSONS BR/NCKERHOFF :� : STAN 2588 +00_TOY STAfi 2600 +0011 • T.23N. R4E. W.M. SEQ��L�C VMS 071 (EXISTING) 0 - - - - -- ---- -- a----- - - -- -- 0 f1 50 100 SCALE IN FEET 'V?' STATE WASH FED. AID PROJ. NO' s" 7 'm` PROGRAM DEVELOPMENT: • _ DIVISION • �► .Washington • State � T:DepOrtment of . Transpor K.R. Y - TIERED BY: TIERED BY: K.J. BAARD BMRD +ECKED BY: P.L. FORDYCE . JOB NUMBER tOJ. ENGR. S. L EVEREIT PARSONS `." P�BRINCKERHOFF ST. ADM, R. C. ANDERSON ONTRACT NO DATE DATE REVISION BY 0 W.M. 0 50 100 SCALE IN FEET PROGRAM DEVELOPMENT DIVISION Washington State T Department of Transportation SC&DI LEGEND EXISTING NEW • TYPE 1 JUNCTION BOX ▪ TYPE 2 JUNCTION BOX O TYPE 3 JUNCTION BOX B NEMA 4X JUNCTION BOX • ELECTRICAL SERVICE CABINET © 8 TRANSFORMER ;�; ,. CONTROLLER CABINET rl TRANSFORMER AND CONTROLLER CABINET C31 CCTV CAMERA CAMERA CONTROL CABINET yM57, rgggl VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION [CV ® SC &DI CABLE VAULT L J ? ® SC &DI PULL BOX © H SC &DI COMMUNICATION HUB 2g ® TERMINAL CABINET TERMINAL CABINET FOUNDATION B B TYPE 1 INDUCTION LOOP L. O TYPE 2 INDUCTION LOOP �i► RAMP METER SIGN RAMP METER SIGNAL • HIGHWAY ADVISORY RADIO SIGN - - — — - - — BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT 0 CONSTRUCTION NOTE !n1 WIRE NOTE Sea s ) ee SC L/ (fcrs't ,m a je) coLvr- - ceo.Qe I I Le v94 1 no PARSONS BRINCKERHOFF " ��wt�itl w. x.! f, �! Y4' f�7�Iarl�l�� '�I;IlY,?,tfk�t.�<�•5.. A:s, 2600 +004 T01: :STA . 2512, 00: SC8 EXISTING SERVICE SUA 729 480 VOLTS T.23N. R4E. W.M. SEATTLE It, (NI Ini N: co 0 .r• ID CCN072 111 CD ... 11/,"111r A A . 0 50 100 SCALE IN FEET • n,i-o'ak :STATE FED. AJD PROJ. NO sg? s1.9Ziti-s PROGRAM DEVELOPMENT . DIVISION • mag..4111/64 Washington State WO Department of Transpor , I WASH I • [SIGNE() BY: KR WOOLLEY TIERED BY: 1ECKED BY PL FORDYCE .. JOB NUMBER 20.1. ENGR. S. t.. EVERETT PO BRINCKERHOFF :: ' .: .:`-.:.::: - ' -. .. . , ' . ' " r.. ..:''..''';.' ;fi• ST. ADM. R O. ANDERSON CONTRACT NO. ••:'•', ne.rt- PP BY VIS'ON 4E. W.M. riT -- F; ...... SB SR 5 Q -- U + N N N N N d' m 0,1. Ater al affigiomin CCTV072 taw ............. . A 'a !f) y m eat W I o 50 100 SCALE IN FEET SC&DI LEGENQ EXISTING :•7 Ii NEW D 0 B TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET TRANSFORMER AND CONTROLLER CABINET C7C CCTV CAMERA ® CAMERA CONTROL CABINET b M VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION ® SC&DI CABLE VAULT SC&DI PULL BOX ® SC&DI COMMUNICATION HUB TERMINAL CABINET TERMINAL CABINET FOUNDATION __ TYPE 1 INDUCTION LOOP • TYPE 2 INDUCTION LOOP 'I-► RAMP METER SIGN ▪ RAMP, METER' SIGNAL ▪ HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE AVA vAV WIRE NOTE se e. S It e e PROGRAM DEVELOPMENT DIVISION Washington State VO Department of Transportation scs PBPARSONS ▪ BRINCKERHOFF ►:<,x 2612 +0t TO" 23+00 • SHIXT • • MATCH UNE FA -UNE 29 +00 T.23N. R4E. W.M. SEATTLE 0 o to N o �,�� i / N / / m i 11 II III I, I' II fj 11 I of I 111 1 Loe, II 12630 =r= 'sue= --E: 130 Q NB SR 5 ___ II 4 ill I m =x - -ss._�:xzz _a __ _ = II e III cc I I III — I ss GGi- �� >v 1 , ,; �= END CONSTRUCTION . If - , HOV XW=== » =_= • =zzx =z= °pO�sd- 2630 _ ND PROJECT I -0005 ( MP 155.98 STA. 2627 +51.75 0 50 100 SCALE IN FEET MP 162.48 STA. 2042 +48.46 • " ,4 ^ ' STATE FED. AID PROD. NOJ' s PROGRAM DEVELOPMENT DMSION'._ - • Washington State T Deportment of Transp WASH DESIGNED BY: K.R. WOOLLEN I ENTERED BY: K.J. BMRD CHECKED BY P.L. FORDYCE JOB NUMBER PROD. ENCR. S. L. EVERETT PARSONS MBRINCKERHOFF: ;`: DIST. ADM. R 0 ANDERSON FONTRACT NO BY nan D&TF REVISION W.M. ■ ■ r 2I e° =r = =a3 = = =- -_ ■ ■ `, 777 z. 130 HOV 7Z = = = = =__.==7777 °aa = -•d'- 2630 2635 r= » >_x_x=5 e_�_•= := c.�._.�.sx xz_ _ 7 J �,—�'� =ac=. =oe_�•c.fl7':= = =-_= = cam- �� __ _GC`s 2 ys � s - -- -_ • I I I 0 50 100 SCALE IN FEET END CONSTRUCTION . MP 162.48 STA. 2042 +48.46 • SC &DI LEGEND EXISTING NEW TYPE 1 JUNCTION BOX l D TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX n B NEMA 4X JUNCTION BOX ® ELECTRICAL SERVICE CABINET Q M TRANSFORMER CONTROLLER CABINET If 1 » C0 TRANSFORMER AND CONTROLLER CABINET C�4 CCTV CAMERA ® CAMERA CONTROL CABINET 3vMSS Q VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET I, HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION ® SC &DI CABLE VAULT ? ® SC &DI PULL BOX OO ® SC &DI COMMUNICATION HUB irg TERMINAL CABINET TERMINAL CABINET FOUNDATION B TYPE 1 INDUCTION LOOP ./ O TYPE 2 INDUCTION LOOP ► RAMP METER SIGN RAMP METER SIGNAL 1411 HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT ON CONSTRUCTION NOTE 0.1 / 1 WIRE NOTE PROGRAM DEVELOPMENT DIVISION Washington State T Department of Transportation SC1C PBPARSONS BR/NCKERHOFF ., PLA1�:DM: ?s:';; K± 2623 +OO7 TQ ENS x <s T.23N. R4E. W.M. SEATTLE EXISTING SERVJCE SUA 732 480 VOLTS co fV }. FB W 30 _35 $ ti FA 49 RENoOON 1 STATE FED. AID PROD. N0. SMECT , TOTA' , PROGRAM DEVELOPMENT DMSION. " r k ( TI f t a '� r t` a c �`T , .. r_t, .`' ' t '` " t �i .. Washington State WASH DESIGNED BY:.. ..: . , r ' A Department of- Transpl J'7 1:.1 :•i=, f u. ,,, ... ' : —: • T INTER .NEC ED BY: :NECKED BY: �� JOB NUMBER '.. 'ROJ. ENGR. S. L. E.VERETi � e � � r PAR$OlN$i��,� i+ � M �+.� Z .. • `" � ° J a•�''; r r BRIMC -. — ". . . NST. ADM. R. 0. XNDERSON CONTRACT NO. DATE DATE REVISION I BY �E. W.M'.. TELE —'•••• 40 0 50 100 SCALE IN FEET 4 SC&DI LEGENQ EXISTING NEW SEE OBI ;l 0 X B xlx ::ET] AvA vALt B 0 vd' TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX TYPE 3 JUNCTION BOX NEMA 4X JUNCTION BOX ELECTRICAL SERVICE CABINET TRANSFORMER CONTROLLER CABINET TRANSFORMER AND CONTROLLER CABINET CCTV CAMERA CAMERA CONTROL CABINET VARIABLE MESSAGE SIGN VMS CONTROLLER CABINET HAR TRANSMITTER HAR CONTROLLER CABINET WEATHER STATION SC &DI CABLE VAULT SC &DI PULL BOX SC &DI COMMUNICATION HUB TERMINAL CABINET TERMINAL CABINET FOUNDATION TYPE 1 INDUCTION LOOP TYPE 2 INDUCTION LOOP RAMP METER SIGN RAMP METER SIGNAL HIGHWAY ADVISORY RADIO SIGN BURIED CONDUIT EMBEDDED CONDUIT SURFACE MOUNTED CONDUIT CONSTRUCTION NOTE WIRE NOTE See She SC'-� <ci:rs tp0.4e) • 449 " ,9 ECG © �,o4 199 PROGRAM DEVELOPMENT DIVISION' • Washington T Department State of; Transp0,44. on;L PARSONS<:.: BR/NCKERHOFF --t 0(1, IWb \c)Ves \b. INTIVAI1103 Z# OSI/ISNV e01.01, SON .1.3011V.1.1V1:13N3O 31HdV1:100.1.0Hd ,1.1.X,/i8 VINd 9 .kr4.s:k dk .0 cse. N elei 4V / Oi INIA1 091. N01.11110S31:1 visNOISIOMId 61499 NVg Ined S anuenv BAOLlep WEL Anqua3 uogeopuepi Lulu d0.1 t ACS Inc. - Lynnwood Office 19031 33rd Ave West Suite 100 Lynnwood, WA 98036 A C S (425) 776 -0900 GUIDE SHEET Name of Agency City of Tukwila Title of Record l ail yl ! ri9 VI S I D Y1 Reel Number PZ- 2,2 Date Microfilmed q - ot( Start Number 0000 0000 0001 Date N/A End Number 0000 00005051 Date N/A Camera Bell - Howell Filemaster III - camera 19 -0 Reduction 32X Film 16mm - 215' Operator (1) print name Operator (2) print name ACS INCORPORATED 19031 33rd Avenue West Suite 100 Lynnwood, WA 98036 (425) 776 -0900 CERTIFICATE OF AUTHENTICITY This is to certify that the micrographic images appearing on the microfilm are accurate and complete reproductions of the records as delivered in the regular course of business for photographing. Roll Number 'P L 22_ Customer Name D-r 17A14 W / Classification ?1611/111;1/19 J 15 ;0)1 Starting File L--6114— Q i Ending File L°11-i - 006 The film has been processed and inspected to accepted standards to achieve Archival quality. The quality of the individual image is directly related to the color and quality of the original documents. Every effort has been made to obtain the maximum quality micrographic reproduction of these documents. Camera Operator Date Produced oq Month Day Year • • i . 741^'r•1 L94 -0068 WA STATE DEPT. OF TRANSPORTATION VARIANCE . _... ._�_.____ —_ _ -._ -..a =-._-. s-- �s_--. r-_...,...........ti �W.....,.=..:. ...�..,.wa....,...�..e..u+uu.cr ,. ...aa.+.a...u._.., ... ;w.�sawa;r ,.,....... . ..... . ....... -..... .......- r.e. ��... •....,..,..�a,v�.. ...rw,., u. . �.'.:M y^}+t�n:.l',�.. I1111111I1111111I1111111I11111I11111I111111111111111I1111111I111111111111111 IIIIII1I1.II111111..II I1I 111111111111111111) I1I I1I 111 111 11111111111 I1I 1111111 I1II 0 16THS INCH 1 2 4 5 6 7 8 9 10 11 MAUF:INGERMANY 1 FLEXIBLE RULER -302 AWoERMANv- IF THIS MICROFILMED DOCUMENT IS LESS :CLEAR THAN THIS NOTICE, IT IS DUE TO 'THE QUALITY OF THE ORIGINAL DOCUMENT OE. 6Z 8G GZ 9 GZ .7G • CZ Z. LZ -OG 6L 81. Ll 91. GL 171. Cl ZL ' LL \IIIIIIII\11111IIIIII 11 1\111 IIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII._I 1 M AI 1111111 IIII 1111 I 1 1111 III I I 1 I III IN ,II; II III I I II I �F� -._v II I I 1111 r � +<x r i .x� . P. i • t n ,fig UTfi•,- CENTER ' SHOPRING. .MALL r It .44%44 •`••— ',_ x,,,14$7` m,,,.•. �:: tie , J 'c C.S. 1727 U C.S. 1767 6> • 4. <.S. 1767 U '•WS 1 ! 1 I 11111111 TITIHI TITOT' I1'T`1' ITI T1 11 11 11 11 1ITI TT II I TTITITITITTTITIIIT`111'ITTITIT1 1111111`11 111 1111TT111111`1111THITIIIT1111 111111111111'1'1111111111111111 I I I I I 1 III I I 1 III I'�'1' "I 4 5 6 7 8 9 10 •1 ®FLEXIBLE RULER -3U1_A Ub n. f1C 12 _ Sc vc 0G 6l FfL Lt 91 _l VL et ZL LL 0L V • V t: r' l ., +. 0 Iunlunlnnlu! ilunlunlu! ilnulnulunlBnl��nlnulnuln! iln! �1!! nl! ni�nnlunlu! �Iinilunhui�uulwi�inilnu�unhni�inilun�nnlnn�nnlnn�uiilnn�wihui�unlun�unliin�nnlun�nnhin�uiilun�unhiii�nnlnn�nuhm�nnlun�iuihiul IF THIS MICROFILMED DOCUMENT IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DOCUMENT WA5!i!NTON c c, ;.: oIl ?M M: ..' DEPARTMEN' DISTRICT NO I S I'; 5 SHEET 4 0• 31 S-EET` 5 -12 -92 _dA