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Appeal of Board of Public Works Decision WSDOT-Noise Variance/SR167-1405 (2000)
• • Washington State Department of Transportation District 1 Noise Report XL0647 SR-167 15th St. SW to S. Grady Way M.P. 13 .85 to M.P. 26.48 February, 1992 P " J'l Donald S. Anderson James Norman S '� Table of Contents Vicinity Map 2 . Project Description 3 . Characteristics of Noise 4 . Table 1 - Sound Levels and Human Response 5. Noise Impact Criteria 6. Table 2 - Noise Abatement Criteria 7 . Study Procedure 8 . Impacts and Mitigation 9 . Impacts and Mitigation(continued) 10. Impacts and Mitigation(continued) 11 Construction Noise 11. Table 3 - Leq Values 12 . Figure 1 - Unmitigated 2015 Build Leq Values 13 . - Kent Commons Playfield - Lincoln Avenue - Naden Avenue - Thompson Avenue & Vicinity Figure 2 - 2015 Build Leq Values 14 . - Shattuck Avenue S. - Crestwood Park Apts. 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Black amond ='Pant Defame Part , '' - Auburn •o L r : ,Fs`o \i Zoo&Aavariaan tg,ow,ry / \. _ r Federal W y •i%..3It O ' ' rbnesl+oe • •icaustoo rain( „aery Twas\. • T = i s+ ) L—4}r- .-77,--j,.• L Helen .usver-1�� L .. G�^� la— si 18 . r:. :hn• L btonc.Tft+frh 3'6 C ��•,.CON.uF.w_NT o ''. _ °• 7 • r�. QG. 0.a s,s.. " scc ° �1•._e`•+r .•.:e• ° >:cO,a.. ..//. • .1 i- "st"' \ e! \` \��"I S. u- 41,-,,viL..m .' Arm ;� Cs!, , V ::-.1-/-5.; .1"rn': BEGIN PROJECT 3-< <>r..,: "'r`— '' :— °a, r Taming Y` < r tet L s ?aciuc.+ -��I _ Gc su ° «�l5th ST SW E_�.., 5 -3`' ter"' /j KING CO. r ¢. Y n s" `'' �i'' 1 PIERCE CO. ,a at i I a 1;5:D a>r �� �•M.P13.85 - at 2 - \rr 1.1 rh .t• _r Fife P '�`�Rr a1(\ �,. a ."". sT nt'� madl'< AT t7Q5 ��r.�.�rQ.K Milton :_�;,.,good! bre +� �J\ - i \?: • \1\ c04 `. _ - — + Fir re [ �' � }" o T 1 • i = Lr'Q "r• Y'41. a E .ACF 1 Chin Tacoma �_. _- - a{ ir � .ti "';r 'L .sm Pr ' ..3 �� ;= t 4� 1$ E�umC.la'' 1 Lis.n .r ter *. ..c4:•:.`:,:... r.�rr ' `- ,.21.; 4 ] s _ Ar I :.v,.•,�, Sumner Tu , ✓ .. QLLt .1,,,i-, -,„ t ir a " ,1,J 7. Co..nals \ 1_� 2 ++ 2 - irl...r„ -s„ ' I,w. .+,,n t \r\ (\ ?raw.e `l_ 3 mils S -+ra Tr: �/ 1....:• �_ ;� Puyallup.' ._ WeT Y.asa. .,[?T. nw um s rete.{ST z'� 3- 3 I ia.r�:e.n_s • L21:e+.oad ._;1.. I s•I micland •.sr r 3< i i N1 A P El - VICINITY s2 GI a 'cs :l •...s.t l Summit +L1 s n r•.,c•c::., _s1,1 f; � ®-�— V, ' —•-sem 512 — ?w°n+•o . � 1 Fr I t ' Parrlarl�d 7 _ are ss 1 2 ..../. Leone 4,n.,°..un"Tl a ^- . �., 1 �0 •�• n I Tr. I = �Wch • Project Description The project is located in King County on SR-167 . This project will widen SR-167 between 15th St. S.W. (M.P. 13 . 85) and South Grady Way(M.P. 26.48) to provide high occupancy vehicle(HOV) lanes for both northbound and southbound directions. The expected year of opening is 1995 . Traffic forecasts indicate that during opening year 1995, the HOV lanes will operate at-an acceptable level of service with a 2+ HOV definition. However, forecasts show that a 3+ HOV definition will be necessary approximately two years after opening to maintain an acceptable level of service. The 2+ HOV definition was used for noise analysis because of greater traffic volumes than the 3+ HOV definition. The project area consists of residential, commercial and underdeveloped property. • 3 • Characteristics of Noise Noise can be best explained as unwanted sounds . Sounds that interfere with conversation, thinking, reading or sleeping are considered noise. The noise environment of a typical urban or suburban community or rural setting has a base of rather steady background noise, the sum of many distant noise sources. Superimposed or this background noise is the noise of individual "local" events which may vary from children at play, dogs barking, yardwork, etc. , to an occasional car. passage or aircraft flyover, to the virtually continuous noise from traffic on a local busy street or highway. The unit to measure sound intensity is called 'a decibel, usually abbreviated dB. Decibel is defined as ten times the logarithm of the ratio of two pressures squared, the denominator is a reference pressure. Because of the logarithmic scale, a doubling of sound intensity is only a three decibel increase. A sound intensity ten times as great as another is only ten decibels greater. The human ear responds in such a way that a two or three dB change is detectable, a five dB change is readily noticeable, and a ten dB increase is judged to be twice as loud. When describing a noise environment to assess its impact on people, it is customary to select a frequency-weighting measure that reflects the human ear' s lack of sensitivity to • low frequencies. The A-scale of a standard sound level meter has such a frequency response characteristic. It is used widely in environmental noise surveys and for noise specification purposes. A-weighted ratings of hoise sources are found to., correlate well with human judgments of the disturbing or annoying aspects of a noise, particularly for traffic noise sources. A-scale noise levels are expressed in decibels A, symbolized dBA'. Table 1 shows typical A- scale sound levels and the human response. The amount of noise fluctuation and highest noise levels experienced are important in assessing the annoyance potential of the noise. The Leq (mean energy equivalent level in dBA) is a measure of the intrusiveness of a fluctuating noise level . It places emphasis on the occasional high (disturbing) noise levels which can accompany a general background noise level. Leq, the equivalent continuous equal energy level, which over the same given time period, expends the same amount of energy as the fluctuating level . 4 • • TABLE 11 -SOUND LEVI=ES AND HUMAN RESPONSE NOISE LEVEL CONVERSATIONAL • ACTIVITY dgA RESPONSE RELATIONSI-U.P • 150 • Carrier Deck Jet Operation 140 Threshold of Pain 50 HP Siren (100 ft.) 130 Limit Amplified Speech Jet Takeoff (200 ft.) 120 Maximum Vocal Effort • • Riveting Machine 110 • Jet Takeoff (2,000 ft.) 100 Shouting in ear Farm Tractor Very Annoying 90 Shouting at 2 ft. Heavy Truck (50 ft.) . Food Blender • •Pneumatic Drill (50 ft.) • Garbage Disposal 80 • Annoying Very loud conversation, Car, 65 mph at 25 ft. 2 ft. Freight Train (50 ft.) Telephone Use 70 Difficult Loud Conversation, Vacuum Cleaner (10 ft.) • 2 ft. ' • Intrusive Large Store 60 Loud Conversation, • Air Condition Unit (20 ft.) .) • 50 • QuietNormal Conversation, Light Auto Traffic (100 ft 12 ft. Living Room • - Bedroom 40 Library Soft Whisper (15 ft.) 30 Very Quiet • Broadcasting Studio • 20 . 10 Just Audible 0 Threshold'of Hearing • • 5 Noise Impact Criteria The U. S. Department of Transportation, Federal Highway Administration (FHWA) has adopted noise abatement criteria based on maximum acceptable noise levels for specified land uses (see table 2) . These federal abatement criteria are generally used to determine noise impacts on non federal highway projects as well. Noise impacts can be expected when the predicted traffic noise levels for the design year approach or exceed the noise abatement criteria shown on table 2, or when they are substantially higher than the existing noise. The noise abatement criteria for the type of land use in the project area is Leg of 67 dBA for residential and park- land, 72 dBA Leq for commercial use, ' and when there is a major increase in noise over the existing condition. There is no criteria for underdeveloped lands. Table 3 identifies existing and future noise levels. Noise impacts occur at those locations where the impact criteria are equalled or exceeded. 6 • • TABLE 2 NOISE ABATEMENT CRITERIA HOURLY A-WEIGHTED SOUND LEVEL - Decibels (dBA) • • Ac'-ivit}' Desrintion of Activity Cateeory Category LF�O (h) • • . A 57 Lands on which serenity and quiet are of • extraordinary significance and serve art (Exterior)• important public need and where the preservation of those qualities is essential if • the area is to continue to serve.its intended . purpose. • B 67 Picnic areas, recreation areas, playgrounds, (Exterior) active sports areas, parks, residences, motels,, hotels, schools, churches, libraries, and hospitals. 72 Developed lands, properties, or activities C • (Exterior) not included in categories A er B above. Undeveloped lands • E 52 • Residences, motels, hotels, public meeting (Interior) rooms, schools, churches, libraries, hospitals, and auditoriums. • • • SOURCE: 23 CFR 772 and FHPM 773 August, 1982 •• • • 7 Study Procedure Noise measurements were made along the length of the project. A comparison was made between the Leq actually measured and the Leq predicted by the computer using the traffic volumes counted when the noise measurements were made. The comparison gave credibility to the computer predictions since there was a less than 2 decibel range between the actual and predicted noise levels. Calculations of the existing and future noise levels were made utilizing a simplified version of the FHWA Stamina 2 . 0 Highway Traffic Noise Prediction Model. The computer predictions are based primarily on traffic volumes, speeds and truck and vehicle percentages. The accuracy of the noise predictions is entirely dependent on the traffic quantities provided for analysis. Percentages for vehicle classification were computed from field office supplied data. Values of vehicle percentages used were 93 . 1% cars, 2 . 9% medium trucks and 4 . 0% heavy trucks for southbound traffic and 91. 8% cars, 3 .2% medium trucks and 5 . 0% heavy trucks for northbound traffic. P.M. peak hour traffic and a speed of 55 mph were used in all calculatons. 8 Impacts and. Mitigation The following areas were identified which will experience noise impacts. Calculated P.M. peak hour noise levels are shown in Table 3 for existing, 2015 no build, 2015 build and 2015 build with a noise wall. The first column refers to the receiver locations which are shown in figures 1 through 3 . Figures i• through 3 also show unmitigated and mitigated Leq values for the year 2015 build alternative. • When considering barrier construction, practice has been that barriers are reasonable if a 7-10 dBA reduction can be achieved at a cost, of about $8 , 000 per residence benefitted. The unit price used for building a barrier is $15/square foot. ,Outdoor use of the area to benefit from a noise barrier is also considered. Shattuck Avenue S. Shattuck Ave. S. is located east of SR 167 in the vicinity of station 1082+00 just north of the Valley General Hospital and runs parallel to SR 167 (see figure 2) . It appears that elevations of closest receivers for the homes north of the Valley Medical Center range between 25 to 45 feet above SR 167 and are located at a distance of 450 to 600 feet from the centerline of SR 167 . It would take a 30 foot wall for the lowest receiver and a 35 foot wall for the highest receiver built at the right-of-way which would reduce noise levels by 7 dBA at each location. Calculations show that the wall would have to be 3 , 200 feet long. Using $15. 00 per square foot the wall would cost $1. 56 million, however, this cost is probably low because a 30-35 foot tall barrier has to be constructed with additional construction requirements. Only fifteen homes would benefit making it not reasonable to build a wall of this size. Crestwood Park Apartments This area is located just south of the Valley Medical Center 'on the east side of SR 167 in the vicinity of station 1042+00 (see figure 2) . The apartments are about 40 to 50 feet above SR 167 and about 400 feet from centerline. ' Closest receivers will have a future noise level. of 71 dBA. As in the case of the homes on Shattuck Ave. S . , it would require a noise wall of unreasonable size for noise mitigation. Calculations show that it would require a 40 foot high wall. A noise wall is not recommended for this area. 9 Impacts and Mitigation (continued) Kent Commons Playfield The Kent Commons Playfield is bordered on the west and north by SR 167 , to the east by 5th Ave. and the south by James St. and is in the vicinity of SR-167 station 850+00 . Nearest receivers in the Kent Commons Playfield will have a future noise level of 71 dBA. A ten foot high noise wall along the shoulder from about station 834+50 to station 855+00 would reduce future noise levels to 63 dBA(see figure, 3) . Using a unit cost of $15. 00 per square foot the wall would cost $390, 000. In most cases cost per residence is determined to decide if a noise wall is cost effective. Using a usage factor for parks of 0. 1763 (ref. Priority Study for Noise Abatement on Existing State Highways , District 1, Nov. , 1985) and assuming three persons per residence, it was calculated that the playfield is equivalent to 33 residences. Dividing the cost of the wall by 33 residences gives a cost per residence of $11, 800. Since the outdoor activity use is high a noise wall is recommended for the Kent Commons Playfield. Other factors may need to be considered, such as, safety to the travelling public. Although the cost of traffic barrier has been considered in this analysis, it may also be important to consider additional widening and add those costs. Lincoln Avenue Lincoln Ave. is located east of SR 167 in the vicinity of station 817+00 between W. Meeker St. to the south and Smith St. to the north(figure 1) . The homes are separated from SR 167 by Lincoln Ave. and located close to Lincoln Ave. This route is also a noise source since it is a heavily traveled arterial because it connects to SR 516 in each direction. • Because a secondary noise source exists which produces noise impacts and cannot be mitigated for construction of a noise wall along SR 167 is not recommended. 10 Impacts and Mitigation (continued) Naden Avenue Naden Ave. is east of SR 167 in the vicinity of station 810+00 between W. Meeker St. to the north and SR 516 to the south. Closest receivers in this area have a calculated future noise level of 73 dBA. SR 516 is outside of the project limits and produces noise levels to the closest receivers of 71 dBA and 68 dBA to second row receivers . Since another noise source exists which cannot be mitigated for a noise wall is not recommended for this area. Thompson Ave. , Skyview Apts. , Still Manor & Mobile Court Mobile Home Parks This area is located west of SR 167 between W. Meeker St. to the south and James St. to the north(see figure 1) . Because SR 167 is about 15 feet above the receivers, the second row of homes experience the highest noise levels. Second row receivers will have a future noise level of 72 dBA. A 10 foot high noise wall built along the shoulder between station 812+50 and station 830+00 will reduce future noise levels by 8 dBA, 9 dBA and 8 dBA for first, second and third row receivers respectively. Using a unit price of $15. 00 per square foot the wall would cost $262 , 500 . Sixty residences could benefit from the wall making for a cost per residence of $4 , 375 . From the basis of noise mitigation and cost per residence a noise barrier is reasonable for this area and is recommended. Other factors may need to be considered such as safety to the travelling public and public opinion about the barrier. Although the cost of traffic barrier has been considered in this analysis, it may also be important to consider additional widening and those costs. Construction Noise During construction residents near the project will be subjected to unaccustomed noise because of heavy equipment use. The contractor will be required to comply with state and local regulations governing source noises which result from construction site activities for the duration of the contract. 11 TABLE 3 r , Leg Values, dBA NO 2015 NOISE AREA EXISTING BIIILD BIIILD WALL Shattuck Ave S 66 67 • 67 * Crestwood Pk 70 .71 71 Kent Commons Playfield 70 71. 71 63 Thompson Ave & Vicinity 70 72 72 63 Naden Ave 70 73 73 * Noise Wall not feasible or reasonable '12 9 i l'•(n 7 '•'1. •il•••-•-:"- (3-..• •(•;'AC‘'••• • • ', t••;,..•• -'....7.-‘:•.• 0,14....;).i k. • . . .t....., „ ,,t iig;,.......v.••:'!1,'',,••••,1,.;,-.,,..1:45,• 1, ...."1::,if-.1,1., ji.(21:•.:''..'•;•11;••••.....:,•-.,:ir'? •--1.'.',?..7 o' -t.'!--:•••-;;,•,,..1...1 411,1„,',4,...:‘.1:4J. 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Please find attached the Findings of Facts and Conclusions attached as an amendment to the approval of Minutes dated March 2,2000. 1. The Board of Public Works has found that the granting of the noise variance to the W.S.D.O.T.is necessary in order to allow roadway resurfacing of SR-167 in the vicinity of South I-405(M.P.25.00)to the SR-900 couplet. 2. The Board finds that the applicant's proposed mitigation measures along with the conditions imposed by the Board as part of the decision,are reasonable and will provide some relief to property owners that will be temporarily impacted by the noise generated as a result of the construction activity. 3. The majority of the Board agrees that the impacts that will result if the variance is denied, outweigh the temporary inconvenience that will impact the residences and Holiday Inn Select, and that impacts will be unavoidable in order to complete resurfacing work that will provide regional benefits once completed. cc: Paul Lumbert,Board Coordinator Jesse Tanner,Mayor Randy Corman,City Council President Members of the Renton City Council Document3\cor BOARD OF PUBLIC WORKS 7:00 p.m. Renton Municipal Building Thursday, March 2,2000 7th Floor Council Chambers AGENDA 1. CALL TO ORDER: 2. REQUESTED ACTION: • PUBLIC MEETING- VARIANCE FROM NOISE ORDIANCE, W.S.D.O.T. -Roadway resurfacing on SR-167 in the vacinity of I-405 to the SR-900 couplet,applicant requests a noise variance to complete roadway resurfacing from April 2000 through December 2000. 4. ADJOURNMENT: BOARD OF PUBLIC WORKS 7.00 p.m. Renton Municipal Building Thursday,March 2,2000 7th floor Council Chambers IN ATTENDANCE: Jana Hanson,Chair Larry Meckling,Building Official Dave Christensen,Utilities Systems Jim Gray,Fire Prevention Dennis Gerber,Police Paul Lumbert,Board Coordinator-Absent Mickie Flanagan,Recording Secretary VISITORS: Marcie Maxwell,Chamber of Commerce Bill Weise,Holiday Inn Select John M.Creery,W.S.D.O.T. Bruce Farrar, W.S.D.O.T. Ali R.Amiri. W.S.D.O.T. Kevin Hall,W.S.D.O.T. Juan Reyes,W.S.D.O.T. Janelle Hitch,W.S.D.O.T. Lynn Acuna David Jackson Diane Jackson MINUTES 1. CALL TO ORDER: Chair Jana Hanson called the meeting to order at 7:00 p.m. The Board of Public Works staff was introduced to the audience. Ms. Hanson stated an Appeal of the board's decision would be considered by the City Council; however, no further testimony may be given. 2. REQUESTED ACTION: PUBLIC MEETING - VARIANCE TO NOISE ORDINANCE,W.S.D.O.T. - Roadway resurfacing on SR-167 in the vicinity of I-405 to the SR-900 couplet. Request: The Washington State Department of Transportation requests that the City of Renton Board of Public Works consider and grant a 65 day, nighttime noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8- 7-2, allowing their contractor to work between 8:00 p.m. and 5:00 a.m. (actual variance time is 10:00 p.m. to 5:00 a.m.). These nights will be interspersed throughout the contract,which is from April 2000 through December 2000. r Board of Public Works Minutes March 2,2000 Page 2 Justification: Repaving work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large-scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. Ali Amari, WSDOT Design Team Supervisor, 6431 Corson Ave. S., Seattle, WA 98108, gave a brief project description. Mr. Amari stated that daytime work would double, (possibly triple) as well as the project cost, due to traffic disruption. - - Jana Hanson,Development Services Director, asked how long the grinding operation only would be from milepost 25 to I-405, and Mr. Amari stated it would take three(3)nights and would cover approximately 6,000 feet. Bruce Farrar, WSDOT Air Quality and Special Studies Program Manager, 15700 Dayton Ave.N.,MS-138, Seattle, WA 98133-9710, addressed noise levels. The Talbot Crest area is from 520 to 840 feet from the SR-167 work corridor. A worst case scenario would be 90 dBA at 50 feet from the work site;however,this rarely occurs. Exterior noise levels were monitored and found to be between 65-70 dBA. Going north to Lake Ave.,the project corridor was between 400 and 800 feet. The worst case exterior noise levels tested at 66-72 dBA. Going west,to the other side of the work corridor,hotels tested were Larkspur Landing,Hilton and Travel Lodge,with 69 dBA at the Hilton, 65 dBA at the Larkspur Landing, and the Travel Lodge is 1200 feet away from the project limit. The Holiday Inn/Rainier Ave. work corridor is the closest at 75 feet with an exterior DBA test of 83-84. There was discussion of interior vs. exterior noise levels as well as ambient travel and attenuation factor levels. The northbound lane ramp has a Jersey barrier,which takes 5 points off a tested dBA. David Christensen,Utilities Systems,asked Mr. Farrar if he had evaluated the work on sheet P-9 of the Paving Plan for the off ramp from I-405 to SR-167,with respect to the Holiday Inn Select. Mr. Farrar indicated he did not evaluate this and that the rooms with the most impact would be the ones facing south and those on the upper floor level. Jana Hanson,Development Services Director,asked if noise measurements were taken along Shattuck Ave. Mr. Farrar stated they had not;however the dBA is less than the Talbot Crest neighborhood. An estimated exterior dBA would be 65. Receivers on the east side of Shattuck would not be affected by nighttime construction operations. A few residences on the top of Shattuck Ave. would be Board of Public Works Minutes March 2,2000 Page 3 • 65-70 dBA. North of Shattuck there is 4-5 homes with very limited noise levels, and behind Lake Ave. will not be impacted by construction efforts. Dennis Gerber, Police, inquired as to when the nighttime noise level becomes daytime ambient noise again. Mr. Farrar suggested 6:00 a.m. until 8:00 p.m. John McCreery, Chief Inspector for the project,estimates it would take 7 nights of grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7th St.). David Christensen,Utilities Systems, asked if traffic control measures were the same for grinding and paving. Mr. McCreery indicated they are the same, and those two lanes of traffic would be reduced to one wherever they were working. David also asked if weekend work was evaluated in their planning process. Juan Reyes,W.S.D.O.T. stated that traffic volume is almost the same on weekends. It is a little less from 6-9:00 a.m.,but after 9:00 the volume is very heavy. Jana Hanson,Development Services Director asked what the impacts would be if the variance was denied. Mr.Reyes indicated there would be massive gridlock all the way to Kent, and the worst area would be north of Grady Way because of signalized intersections. Jim Gray, Fire, asked how interior noise measurements were taken, and if W.S.D.O.T. has considered closing the entrances at I-405 and SR-167 for an entire weekend to perform this work only. Mr. Farrar said the measurements are taken with the windows closed. Mr. Reyes responded that freeway weekend closure would only re-route people to SR-181 and that Sunset Blvd. exits would be used to get through Renton and hook back up. David Christensen,Utilities Systems,requested an estimated time frame of the minimal amount of days to get the work completed through the 800 feet at the Holiday Inn. Mr. McCreery stated if a second grinder were used, four days to grind and 4 days to pave. They also discussed working a couple of nights at a time. The additional equipment would make the project more costly. Larry Meckling,Building Official, asked what the closest distance a residence was in the Talbot Crest and Shattuck work corridor. Mr. Farrar said 520 feet in Talbot Crest and 400 feet at Lake Ave. The"line of site"(trees and foliage), is minimal in the residential areas. Mr. Meckling inquired as to what an average dBA would be during grinding operations. Mr. Farrar said it would be below 65 dBA on average at a single receiver. Jim Gray, Fire asked if any measurements were taken in the Talbot Crest neighborhood. Mr. Farrar stated only ambient, and that at 2413 Talbot Crest Dr., the exterior level was 68 dBA at 3:00 p.m. for daytime traffic (600 feet from work Board of Public Works Minutes March 2,2000 Page 4 corridor). The middle range of Talbot Crest is from 520-840 feet from the work corridor. Dennis Gerber, Police asked if in Talbot Crest, with closed windows, would the noise be the same as the hotel interior. Mr. Farrar stated that it would be reduced by 1/3 if they have double insulated windows. The dBA would be approx. 25 and without double insulated windows it would be approx. 20 dBA attenuation. The interior noise at daytime construction peaks would be less than daytime ambient traffic. Semi's register 93-95 DBA at 50 feet and WSDOT work efforts will not be that loud Jim Gray,Fire asked how much longer it would take if WSDOT were limited on construction time between 7 a.m. and 10 p.m., from Talbot-Crest on up to the I-405 interchange. Mr. McCreery indicated the cost would go up during the daytime. Closing a shoulder plus another lane would allow no where to do the work with two lanes open. Jana Hanson,Development Services Director, asked if with the windows closed at the nearest work corridor homes in Talbot Crest,would it be below the thresholds of standards for a noise variance. Mr. Farrar indicated it would be very close to approved levels. If the home had double insulated windows, it would come in under regulations. Jim Gray, Fire expressed concern if the work activities were done in wanner weather,the windows would most likely be open. Jana Hanson,Development Services Director asked what would be the soonest WSDOT could begin construction before the summer months. Mr. McCreery indicated the second week in May for grinding operations from Talbot Crest to I-405 interchange. Mr. Farrar stated they could accommodate scheduling mandates if they are made a part of a Variance Agreement; otherwise WSDOT cannot tell the contractor what to do. Chair Hanson opened the meeting to public comment at 8:00 p.m. Marcie Maxwell, Chairman of the Board of the Renton Chamber of Commerce., 300 Rainier Ave.N., Renton WA 98056. The Renton Chamber of Commerce represents over 500 businesses in the Community. Ms. Maxwell is also the Chair for the Renton Lodging Association. On behalf of these two organizations,Ms Maxwell opposes this application by WSDOT. She requested the Board to implement restrictions on all nighttime construction in the vicinity of the Holiday Inn Select,the Hilton Gardens and Larkspur Landing hotels. While they realize the need for roadway projects that minimizes traffic congestion, she reminded the Board that hotel customers also have a need for peaceful surroundings. The Holiday Inn has a$1,000,000 contract with a major airline,which is 20% of their Board of Public Works Minutes March 2,2000 Page 5 entire annual revenue. She suggested that the DOT meet with the hotel managers and decide upon what would be acceptable and favorable to the hotel guests. Jana Hanson, Development Services Director asked Ms. Maxwell if given the WSDOT testimony of interior noise at 43 dBA in the Larkspur Landing and Hilton Gardens hotels, does that change her testimony at all? From what she heard and understands, she feels it will contribute to a loss for our hotels in Renton. Bill Weise, Manager, Holiday Inn Select, 1 South Grady Way, Renton WA 98055. Guests at the Holiday Inn have expectations of a clean room,friendly service and a good nights sleep. If they have any problems,they get a free night stay. Corporate travel is 70%of their business,the airlines is 20%and families are 10%. An average stay is 2 nights,with 2+guests. Northwest is the airline they have a contract with and accommodate 25-40 guests nightly. There is a stipulation in their contract that states if they are unhappy with any of the hotel features;they can cancel within a 30-day time frame. There is increased competition in the area and the hotels are struggling. The Holiday Inn contributed $56,000 last year from the hotel tax in an attempt to attract more people to the City of Renton. Much of the structure is exposed to the freeway on both sides. Mr. Weise asked WSDOT for a comparison noise for the different dBA levels. Bruce Farrar stated an ambulance is approximately 86.8 dBA;vehicles at 20-25 mph are 60 dBA; a refrigerator would generate 45 dBA; and normal nighttime ambient noise is 52-55 dBA. Mr. Weise gave an estimate of guests that stay during the summer months,which is 90% of their business from April to July. Mr. Weise feels the hotels generate a lot of state and city tax money for the city and that they grossly oppose this application. The nature of his business is a good night's sleep. Jim Gray,Fire offered an example of a fire alarm test to wake someone up is 70 dBA. Bruce Farrar, WSDOT,offered more examples of typical noise levels: A jet airplane, 140 dBA; heavy truck, 90 dBA; garbage disposer, 80 dBA; vacuum cleaner at 20 feet, 70 dBA; airconditioner at 20 feet, 60 dBA; light auto traffic, 50 dBA; and a whisper is 25 dBA. David Jackson, 2419 Talbot Crest Dr. S., Renton WA Mr. Jackson indicated on a map where Talbot Crest Dr. is and the neighborhood he lives in. He also thanked the Board for having another meeting on this application, allowing others to present additional information. Mr. Jackson read into the record a Petition in opposition to specific noise-producing activities for the WSDOT SR-167 pavement overlay construction project. (The Petition is attached as Exhibit 2 of these Minutes). All of the neighbors they contacted were supportive of this Board of Public Works Minutes March 2, 2000 Page 6 Petition. The Board as part of the record accepted the WSDOT Mitigation Measures. Mr. Jackson would like to know what the impacts would be if the work were moved to daytime, and suggested WSDOT submit a cost estimate. He further urged the Board to have the work be done in the daytime hours from milepost 25 to the I-405 interchange. He believes 65-75 dBA is intolerable, and would not allow one to even talk on the telephone. He encouraged the Board to require a technical report from WSDOT before granting this variance. Mr. Jackson also asked for clarification of lane closures. WSDOT has not taken any nighttime measurements in the Talbot Crest neighborhoods. The neighborhood has experienced noise levels from a previous WSDOT project of SR-167. Residents should have the right to open their window if they so choose. If the paving is done in warm weather,they can't. Mr. Jackson urged the Board to understand their hardship. Diane Jackson, 2419 Talbot Crest Dr. S.,Renton, WA Ms. Jackson has lived in her Talbot Crest home for 17 years. In the early a.m. hours it is really bad and now with this project, she will have to listen to it all night. Airplanes have recently been flying over her home in the evenings as well. Her double pane windows do not help the noise. There are no current studies for nighttime noise levels, and last year when work was being done on SR-167 Ms. Jackson offered her home for a study. She left her name and address w/WSDOT and has never been contacted. For the record,Ms. Jackson requested that she be notified when grinding will be occurring near her home. Her home is at a 500 foot elevation and noise is carried upwards into the residences which greatly impacts the noise level. She would like the Board to consider this when reading the submitted Petition. Bruce Farrar, WSDOT gave a rebuttal to the requirement for a technical noise report for this project. The type of report as referenced in the submitted Petition this evening, is for a Type 1 project,which increases highway capacity. Traffic noise increases resulting from completion of a Type 1 project. Mitigation is usually a noise barrier. This project is not a Type 1 project and is categorically exempt from SEPA, WAC and Federal regulations. Ali Amiri,WSDOT, commented that the WSDOT Traffic Engineering Division recommended that operationally,the work should be done during nighttime hours. The cost would triple and a massive detour plan through the City of Renton,was not a workable resolution. John McCreery, WSDOT,stated it would take 4-5 nights to do 2 nights of work, and that extensive modifications must be made to move traffic over. It is much more economical to do it all at once. l ! Board of Public Works Minutes March 2,2000 Page 7 Bill Weise, Holiday Inn Select, took exception to WSDOT inferring nighttime work was a"no brainer". He feels it shows a lack of concern for businesses and residents of the City of Renton. David Jackson, 2419 Talbot Crest Drive S., Renton WA also took exception to the comment"no brainer", and feels WSDOT is displaying arrogance in suggesting their lack of analyses is now our problem. The issue should be what is the best resolution for the City of Renton, its businesses, and residents. Chair Hanson closed the public meeting at 8:50 p.m. MOVED BY CHRISTENSEN, SECONDED BY MECKLING to approve the request as submitted by the applicant to include Mitigation Measures A-H, (attached as Exhibit 2). An additional measure shall be imposed as "Mitigation Measure I"which will read as follows: Applicant shall be required to give ten (10) days prior notification to two individual groups: 1) the Holiday Inn Select; and 2) the Talbot Crest and Shattuck residential neighborhoods. FURTHER,that the night work within the area of the Holiday Inn Select be limited to a maximum of no more than (6) nights; the portion of the work through the freeway section be limited to a maximum of four(4) nights. MOTION CARRIED with Jim Gray voting nay. 3. ADJOURNMENT: The meeting was adjourned at 8:51 p.m. EXHIBIT 1 VARIANCE TO NOISE ORDINANCE Mitigation Measures A) A W.S.D.O.T. person well versed in noise mitigation measures will conduct a training session with project inspector and contractor personnel. This session will include the requirements of the variance,construction equipment involved, ways to keep the noise to a minimum, and consequences of failure to comply with the variance. WSDOT will submit a confirmation document to the City, noting all personnel and inspectors who will attend this training. In addition to providing the training, WSDOT shall grant the necessary authorization to have an acoustics expert/inspector on-site at all times to ensure immediate enforcement actions of all mitigation measures. B) All required back up alarms to be used at night will be the least obtrusive OSHA approved ambient sensitive type. C) All truck beds used in the removal of debris will be lined with rubber to reduce noise impact. D) With regard to material removed or placed during grinding operations,any material spilled on the roadway surface shall be removed by sweeping. No scraping type equipment shall be used. E) Stationary equipment such as light plants,generators,etc., shall be shielded from the residential areas. The required equipment shields will be fabricated,by the contractor(s),per specifications(included in the project plans). F) Weekly reports shall be submitted by WSDOT to the City providing information on complaints/problems/resolutions and indicating the number of accumulated nights used through the duration of the project. G) After two(2)substantiated continuing complaints are received and reviewed by staff,the applicant may be required to accomplish testing in the bedrooms of affected residents. If tests are above the allowed dBA during construction,then applicant will be required to take further mitigation measures such as, but not limited to, insulating the windows or providing motel accommodations. H) A 24-hour notification phone number shall be posted for residents to call in complaints or voice concerns. EXHIBIT 2 RECEIVED PETITION TO THE CITY OF RENTON MAR 0 2 2000 BOARD OF PUBLIC WORKS MARCH 2 2000 CITY OF RENTON PUBLIC WORKS ADMIN. OPPOSITION TO SPECIFIC NOISE-PRODUCING ACTIVITIES WSDOT SR 167 PAVEMENT OVERLAY CONSTRUCTION PROJECT WHEREAS,THE PROPOSED CONSTRUCTION PAVEMENT OVERLAY PROJECT IS LOCATED IN THE NORTH BOUND LANES OF STATE ROUTE 167 (VALLEY FREEWAY); WHEREAS,THE PROJECT WORK IS TO BE CONDUCTED DURING THE SUMMER MONTHS OF 2000,WHILE RESIDENTS ARE SLEEPING WITH WINDOWS OPEN AS REQUIRED DURING WARM WEATHER, AND DURING NIGHT HOURS FROM 10PM TO 7AM,AND 10 PM TO 9AM ON WEEKENDS; WHEREAS,THE WORK WILL BE CONDUCTED ADJACENT TO RESIDENTIAL NEIGHBORHOODS LOCATED DIRECTLY EAST OF THE WORK AREA; WHEREAS,THE WORK WILL GENERATE NOISE LEVELS, PARTICULARY DURING THE PAVEMENT GRINDING PHASE OF THE WORK, IN EXCESS OF THE AMBIENT NOISE GENERATED BY TRAFFIC ALONG SR 167 AND WILL CREATE A DISTUBANCE THAT WILL CAUSE HARDSHIP AND DISCOMFORT FOR THE CITY OF RENTON RESIDENTS ADJACENT TO THE WORK AREA; WHEREAS,THE STATE OF WASHINGTON DOT HAS NOT PREPARED A TECHNICAL NOISE REPORT, WHILE ON PREVIOUS PROJECTS (WSDOT XL0647 2/92, AND OL3478 4/99)NOISE REPORTS WERE SUBMITTED TO THE CITY OF RENTON FOR SUPPORT IN NOISE VARIANCE REQUESTS; WHEREAS, THE UNDERSIGNED CITY OF RENTON RESIDENTS,LOCATED ADJACENT TO SR 167, REQUEST THAT THE BOARD OF PUBLIC WORKS REQUIRE THE WASHINGTON STATE DOT PREPARE A FORMAL TECHNICAL NOISE REPPORT, AND THAT MITIGATION MEASURES REFERENCED IN THE 12/2/99 LETTER FROM WSDOT TO JANA HANSON,BOARD OF PUBLIC WORKS DIRECTOR, BE REQUIRED IN CONJUNCTION WITH THE WORK ALONG SR 167; WHEREAS,IN ADDITION TO THE MITIGATION MEASURES REQUESTED ABOVE, WE REQUEST THAT WORK PERFORMED WITH PAVEMENT GRINDERS,AND VIBRATING ROLLER MACHINES BE CONDUCTED ONLY DURING HOURS BETWEEN 9AM AND 10PM ON WEEKDAYS; NO WEEKEND WORK; BETWEEN MILEPOST 25.00 AND THE SR167 AND I-405 EXCHANGE; t . f THEREFORE,BE IT RESOLVED: THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED,PETITION THE CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF WASHINGTON DOT, ON OUR HOME ENVIRONMENTS. Name: --&k,"-T A--‘)IT.J/- Address: 3-4.I/7 (- C f& (- Pr, S .. L .4_45 Name: l.i - I Address: `f L3 r ./s-t-- - . ' c-�� _ _ Name: �I .�... .4 i .' . . / ... Address: .!c.�i _ �� �1 • Name: CI-Vi $ 5 RV vtt f/?S Address: 7_ 3 7 Pic)two c C i? DR • S Name: ChflWe/del-SO/7 Address: a��5.4q." i�f A I t7 t t-t'51 t9/. S , Name: 6-a fx / / �r�//A/145 Address: 25 2.- --Thlbo-- ell--&5-4- b A 50 Name: V / " /1( 4..h ///041' Address: Z.7 5 Z -774/ho 7Z-- e1 & - - DX' 50, Name: \<' ln\ cii91 MS A Address: 3'-1 da 1i-4 bot CIZOT ( L 5 „ Name: f iUi . U) 1 f(J47]/L� Address: 2. 0 3 -a q gdr c -6 r p - Name: 0& l Y • 0 Address: 25t 0 - i k lam' S Name: 'A' t Address: 25:►' TRC.Z-ir-ttec-ST PIZ . S Name: �� Address: S p� ulZ erect , S- . THEREFORE,BE IT RESOLVED: THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED,PETITION THE CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF WASH► TON DOT, ON OUR HOME ENVIRONMENTS. 4v// Nam:- /„e„ , milli/ Addr-ss: ` ett 0.5 1-7-4-46e) C 'e t A 4 Nam-• ili✓t.ckc� Address: 7 ii o %7 - , g-0 , Name: 0/44-117/01 Address: 25X7 .f.dot ( re,s-t t.. s . Name: Address: IS.27 6 T L yZ.e a r 5 Name: 1AAi P. E eic Address: ac,/// a..( -f $ Df. So • J Name: re r � Address: 4' i . s Address: _ G._ &se. Name: /eilutAw Address: 2,..s/5- -rAu3OT C [vz_ S . Name: Address: Name: Address: Name: Address: Name: Address: Marilyn Petersen_-Re:hwy,_176repaving rc _ mm __- Page 1 From: Marilyn Petersen To: Janziqueen@aol.com Subject: Re: hwy. 167 repaving Dear Ms. Hickling: This will acknowledge receipt of your e-mail regarding the proposed WSDOT project on 1-167. Following the public hearing held by the Board of Public Works to consider a noise variance application from WSDOT, and the Board's subsequent decision to approve the variance with conditions, two appeals have been filed with the City Council regarding this matter. If you would provide your mailing address, I will place you on the parties of record list and you will be notified of all Council Planning and Development Committee meetings to consider the appeal. • Thank you, Marilyn Petersen City Clerk/Cable Manager 430-6502 >>> <Janziqueen@aol.com> 03/15/00 07:09PM >>> I live on Talbot Hill and there is enough noise from the freeway as it is without allowing workers out in the middle of the night. I need my sleep. All my nieghbors need our sleep. We will all be very crabby and irritable without our sleep. Let the commuters get up an hour early because of the traffic. What should be the city of Renton's priority? Commuters, from other cities, sitting in traffic for awhile or voters &taxpayers from Renton losing night after night of sleep? Let the work be done in the day. Thanks Jan Hickling Renton resident and voter /9i , s. 72te 980 5S 4111116. WimWashington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportation DEVELOPMENT SERVICES CITY OF RENTON FEB 17 2000 February 10, 2000 RECEIVED Jana Hanson Board of Public Works Director City of Renton Renton City Hall - 5th Floor 1055 South Grady Way Renton, WA 98055 Re: OL 3704 SR 167, I-405 Vic. to SR 900 Couplet ACP Overlay Dear Ms. Hanson: Pursuant to the city of Renton request, regarding our noise variance application and the scheduled public meeting of Thursday March 2, 2000, at 7:00 PM: It is the Washington State Department of Transportation's (WSDOT) responsibility at least ten days before such a meeting to provide written notification of the public meeting to any resident, property owner, or business that will experience an increase in noise, or potentially have an increase in noise, such that this variance will increase the quantity of noise received by the property owner, resident, or business. I hereby state that on February 10, 2000, copies of the attached notice were mailed to all residences located within 800 feet of the work area. A copy of the mailing labels, obtained from the King County Department of Assessments, is enclosed. ``���tu t i u Upi ��� RoA. vA ,"/ 14 Sincerely, / cts%•,•1410M .+pA.',�� • d►OTA/ty • : BRUCE P. FARRAR135. d▪ \ire►� �?USI o` Air Quality and Special Studies ii ./ 4 '���.� Program Manager ',,fO4 WASN,# BPF/jch Attachments cc: file G.L. McKee MS 136 Joe Scanlon MS 51 Ak'JSP' rOf/AJ S2 /G 7 h9 V £4/s153 6ke4D;r rf ° fe W/Na D Z ilk# .J/e% P4virv6- 0/0,E/2%77O VS S MisP.w ,f _SAM _a/PP ST. 4 0a5777�12 OA.5fl.' fl€ . 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PREFERENTIAL LANE SYMBOL (TYP.)' j .h,y,( Z I I 1 1 1 1 • "i•.'44e16 M 71 li:, i ' 1 --1 c C • 1 , ' ' • •�.I EE 979+ ; . .�- ?., '''' 50 (73'•66' L7) ;�„ IV 2" -i Z 1 I I BEGIN WALL .B i f° ;.;,;.L;t;'^;�,.f.�"' Z 0 . , 1 1 t1r�' 7 , Y , ' ,• D N ,/ ' ' 1J EE 979+50 Zu , `I`k `, , I 11 I I ' • , )J It J,,'•v /,{'• • .7 1):11 • S 110;12 iI I ?a:�;y:•;••Ii. a '; r' `.,. ,� ,t , „ I 1 12' CONSTRUCTION PERMITI:,� . r' • r I ' " (.CITY OF RENTON) ,<<4/i;' ,]�� II ' I , L r11'h tas. 1 11 ; 1 I 313•x.' • ',.cftF•, j I I,II I i .i rl' ,,`•Iy'IS1y,r i(S,�S• i'• i • P I1'J2 I i.t FR ,� • err '• MATCHLINE STA • e I 1 I • f;, ` .0. I, a v. 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EEfililiiDGETISTRGIPREE(S4T41:11FLT)(5°' � 2E`E/L'6 j . •• 11'S26 212 q�z I I �i •1; ENSTRIPE (50' LT) ��/F , I .t~�✓ 14BELT)• ' 1 I �' ,1 BE 1 , I n, I I ,I "; • E2 I I 1 I4; S ; ,... 1 ,I 1 r 1— W� O E9 I ; I 0 0., z 1:11 e-°-. I • I r 1 r r = r co R 1 j I I ,• I I ,, 1 jiI _ IEE 986+33.20 P.T. N .����' '_ = .-. ' m . .. j .,,, 1 ti m ii ;iI i ... . _ . . ` 1 73 1 III I1 1 , m EE 987+40 • . .. .,_ . I ; ;I ;; II ii PREFERENTIAL LANE SYMBOL (TYP) EE 988+00 I ; II 1 I r% 1LA z PREFERENTIAL LANE SYMBOL (TYP.) ' ;; :: II 11 '• 8 O 11 N .3 n j i n „ I I Y i -� 0 m , ii is • I II 15 1 -C O 1... E 1 • �� it ( 1, p Z LT N O DR2 78+34.43 P. I Q1212�� I� I i k y r I ' m I•T- D = O.T.= 1 ' „ ,1 11 z • 988+78.33 ( " " I I I 11 _ �' c�i . . < �f EE I 1 Y` Z0 rn • 61.5'RT) s.s' 1 l PI .41 rjI ,1 . „ I ) yI- ---i z° 0— • 8 - i ' r . I I i 1 - - • 1, .1 I 1 m Z M I , <y 11 • � ; � I w , 1 11 y RI - , „ I I (/1 I • ' .? ,i I i� V I . - 1 „9`0 I y I EE 990+17 P.O.T. (85'LT.)= . 0- -ti „ "1172 -i: q m „ ” I• a+ 1 AR2' 23+97.29 P.T. • I , " ' # I END 1:50 RAMP TAPER (86'LT.) F, , ' II I; 1 II I IA 1 1 I CI.p y j : II 2 1 EE 993+06.22 (121.99'LT.)= 3 , N I ' ` I AR2' 21+02.79 (35.55' LT) 7. • 1 , " " 1 i 1NI r,1 END WALL 8 O 1.• I r „ .,1 i I AR2' 22+17 • I „ (n I R �� BEGIN PLASTIC GORE STRIPE (7' IT) EE 992 DR2 81+70 le ., END EDGE STRIPE (7' LT) 1 I � ,1 a Er „ 1, *7I 1 1 A PREFERENTIAL .. ' L LANE SYMBOL (TYP) I' k, , , 1 40 P•T•" ' • w DR2 81+84.7 I1 " 1•.,h I� 1, AR2 88+60• 21+57 1 P.C. I.I: I; I " I�'II Id EE 992+17 9orP.0.T. ASND SHOULDER TAPEF O 1, I., , 1 1 , I C. O. . _ ,1.. ';� m ';.: ' ', ', '1. Q ' AR2' 20+97.26 P.C• 1:15 • ' - f ;1 ;:m so ;i i., ,1 ; , le. m BEGIN SHOULDER .TAPER • „ _,. f ' ii 7 q '' , % 11 1 1 , D I r n m t ,'• 1 . 1 1 73 • % %% I ( " 1 1 t .4 \ AR2' 19+97 R7) RT) %, r , ,'4 ,'' " ff BEGIN•LANE STRIPE TRIPE (5• do oo ��, s 1 1 �\'� .1 END PAIr17E0 GORE(i7, STRIPE .o�'p? � ' %% ;1 m " ���. 1iv\ END 1x50 RAMP TAPER (29)RT•) n• x 9Z iii. F� ms, : / ' N , N- )0PF:Nsss:.N\ fA f4!elp k`I, /%' a ; " s. ,.� 191 g d r .. > 0 m 4'). A ; // 4' ' MI h s \N ,, v I -c-- -ai '\ \ I i n �� 1 _r_ , , r ; m , ' Z .• C:3: /'-'7 • in :: 1 .•t • • 1, • , i S • In :;11 12 : : 11 12I. 'Op). • li ' MATCHLINE STA EE 996+00 yRo. . 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J,,, - ( 404S//--4) 6iE Site number V Leq 519, 6 Time(start)3 4/PA7Time(finiSh) 3 = 5/ PM 4 . . 0 . a g ' Observations /reqs_ sir W4,-/ ahe5 ( ) 4oi 7-4-e4:07— �_ �T ec d c /4 S & -SAn1E sir-6k+1E ,f 7-Tfi�Plr`D 3%15 1M r2`/ ''?- 7z-19-0 kViiJl�y Roadway 1 1 1 1 I 1 • vol spd vol spd vol spd vol spd vol spd vol spd Auto Count • • I 1 I I r 414:i Auto/Hour / • I fi�l.` A f f' / .'c f 1 S �r ee s or,e'o/ t v 'i d_ S�c i Med T •us Cnt I/9. 1 :DI 7L 7/Le I u I I I . Med'ruck/Hour Hvy ruck Count L- /YJA;r ic /7Li Gkes# 4 0/JE ) "•G a 7%RI74 D C4 Kt- 'hi f1/7 Truck/Hour 17`� '�Sy>/ ' count Duration TN/s o4r7- I s/ft ET'S TRI90 5 t /s if) //---"4p (2"iI" /771- 14"1316-Av /VC/Se' CL//414-7E-. FDR_ SKETCH OF SIIE LOCATION.T///S f}(2E4- 77//-S 77i1F PF �g ,:;�, -..-4- yam.- -7-..---7---, : ............:. .. .: ::.R ........ • .• �•,,r .. ! ' t, c-0.. ff';dh..•.ai yZF .:•_J . - 4-• 'y' s _• `N,, r ............ r•r .�y �. :4 i• • - w•: !ie .:.,•�4:off;:•::::i':•i:•i:•i:::•ii: ` - - • •1. r. ,L_ • • s ?, ti. 'S v P"-?Ct:::".•::::::•:-::::•:•:•::::•:•:•:•::- : : • .a: • :r ' `�' • • --,:.•-: •tom• ��� •a- • r. e . yr ,,,c• ',..:31F- r • • • " • • rpt 'S r iiia K f ." r 'S ��r^ _ .4,. ;�=�'� ti•i 'ti. I!5• 't .,.-�fr_C,,-11r— ��•• , • , `fir i.,.. .L• < • 7T ,i, .• •:.1. giti : 411 Washington State Northwest Region Department of Transportation Sid Morrison DEVELOPMENT SERVICES Secretary of Transportation CITY OF RENTON FEB 01 2000 RECEIVED %tAe- 07 art Shu /M/Se SI/� ✓rs If ®/'i` .:, t f/O/ �' 7 , /G /C,`1/S Gt/IoG /h es.c or'yi jr I prop- GV-r"1-4 A r t-i 67 h .c (9/.s e 4 '1.5c,5 t D��' s ' 1/`ed i' ?`l.t. 5t /b 7 - 5/z i �.- /v ' 19 W Ga/a ca l� , /of 49-7 5-Ff / // %S , e"f //l G re s i y C9e2d e. D r % p<r 4/117;1 f 0)--C-,1 fain 015 W L it 4 t -c app/ns 0am71 d r�� e s C1/o4r15:-77 .tet.e 7-07, e) y /4r/674 G ,� y 744 nor�G mus uo-tee. cit feilb)-7NV) (, 4.G92S 014 vrait c4yryJ 5 11Por+5 (1 ilktiv-6- 979 re (e- L./ z 7 5olietif tb0z ' . — Arqc_c_ D fi m/745 f4 L a/?�/,5 e are /2a44 rc/ u'a 7�v �/� .b 7 e p ro L 7' .S Pe t a r z�rn e/',' f,3 . tIEVELOMENT SERVICES RECEIVED CITY OF RENTON 1 1 FEB 2 1 2000 gl3 2 1 2000 II . CITY OF RENTON • - RECEIVED Z7/7Bye eXe5S ADMIN. 11 I ....TI: ' HI 11 I i le-f- -119-61l'-re 7 "htti &)6,1. : .,-,r. .4.4.04,t , , II .. 111:14-(4 7letve v 15-x) 7ea I 1 4 C 2 2&ft i Gaist.4..17 /A-0-e.se,--,-_ 2)ciAtcP7. .4:-C-e_ atti UI: tio, 4t4r4frim,€ vAv&e.A4ve;71) . - -V 7111 jAgefrtg ArLC../erg' 4e7Q 2e., 7).tieg, H /2. Th d ere.c. W.-e H P 1'1 45,- 2-i-Ati-a-ie- w-s-cfgeet .A14...- 1 At,dal). e0 il 11 lc 6)AceA-pLoilt ) 1 co-te-ctice .LeL.1)-e. tt_ "ita-ag-7,L) 0.4fr.V. il ,r-A3 it , - 4-eeto 4(1 ?/ 21 !!_ ie•C4C24-- b itt.ei ' i- - --r3 - we'-‘ -7-,_•__ _. _ iy. .0_ , H , - Itthsw...tie odv_7-1 -7 401777,,0201-17 ___2›/OVIN--) - - - 90e- 7--frle --1 -- Afte CeW, i.ee74 1 1 _ _ _ . _ 41,1 ale0G) if _e 1_, 0/, _ diti,a fta.e,4 ../.0&_ • _ . _ / Ili w-e.e-ke.r.-eig4 ,_ ePitee 11 _Il itare-tier---4 - • il ..i i., :1 -- la## ,46( litje---- 04deloeotere- 17-^ 1 11 I • • . ._ . .. . . ' ;•-.: ‘. • --'. ...di.....„ 1„ , ' . I. i :,„1 • 1 N, ' • ••• - 11,--.. • _ _ , • II... . I _ , .. ...- . . . • H,,. . I " . . . .- . - . . . -• - .. • . .... . - • , . , u r 1 't" • . _ 2 -. . t.• fr' . . , •• ___ - '- - -' ' g• .. . • ... ,. . , . .._ ‘ _ •, • . i - - ., .. , • . .• , . , .__,, . - . , • , .2 -_,,,_ • - I A IL, I • ..;.j • - I I - _ - _ . . I I -- ,- . • , . , 1, : I:•--: • •-•,-`,„ •_, ,.. •- - • _ •• _ . •• , .. , ....... .- . 1 . , .. . . ••• .. .... ...... ., . • I e . ,. • ..___ .. ----- ,,I (72e7'--,1 • .7 '7.'kref. gr,74710 - 144217Vt° Z ie P111 .... ,1 i ) I 1 I ....... C.C.W9T/2..1.9...7r.#°. -(1.4, - I: CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: February 28,2000 TO: Board Members Bruce Farrar,W.S.D.O.T. FROM: Mickie Flanagan SUBJECT: W.S.D.O.T.Noise Variance SR-167,I-405 to SR-900—ACP Overlay Please add the enclosed letters to your file. Just a quick reminder the above meeting is scheduled for March 2,2000 at 7:00 p.m. Council Chambers. Thanks cc: File copy H:\DIVISION.S\ADMINUUDY\wsdotmeeting.doc\jw • _..� - —�_ - ___ _r _.____.._M...........vola........e ._...:.. ,i,;:,!..'.:7,:'i 'S. 'arca ' m •. A ZOoo 2807 Shattuck Ct S. /�0 L C by '\ �!?;; Renton,WA 080bb-b020 ' ., !i;, 1 . (- `ii P M 0 - co 14 FEB RECEIVED FEB 1 5 2Q00 CITY OF RENTON PUBLIC WORKS ADMIN. ,,0, �_, •-.5:-.). ..t Cv ��g���, 4. s 11,1,1,1,11,„,1,1„111,,,11,,,111.,11,..111.1.1,,1.1".11.1 7 /3.., a 006 K;,. °9Z `' -1 0 ' /6 7 - e. °�- .. — .� . -2 e.— ,' el" ?'''a,,,,57‘.e.ruc),.*4 /97,- Ade,(2 -, cr...0 04,..,5, 7' ''...7)' ,412.1e., o Feta=23-00 16: 33 1-lo . ,say ec-c Menton 4 ; iko • tio.13 AA. SELECT" Worldwide Reservations 1-800-HOI,IOAY SEATTLE-RENTON One South Grady Way Renton,Washington 98055 Tel:425-226-1/00 Fax:425 271.2315 February 22,2000 Jana Hanson Board of Public Works Renton City Hall 1055 S.Grady Way Renton,WA 98055 Dear Ms. Hanson: I am in receipt of the Notice of Public Meeting concerning the noise variance for the construction work to be performed on Washington State Route 167. It calls for the variance to allow crews to work at nighttime from 10:00pm to 7:00am for sixty-five nights. I would like to state my opposition to this variance. I do not want crews working at night near my hotel for various reasons. First,my business relies upon the fact that my guests receive a good night's rest. This usually involves quiet nighttime sleep. Even with eetensive sound proofing of my building,construction work after traditional bedtimes would be hazardous to my guests' must basic lodging request. Second,with the additional competition of new hotels in the area,it is harder to retain customers. T have a large airline account that adds over$1,000,000 in revenue to my hotel each year(This is over 20%of my entire yearly revenues.). The main reason that they stay at my hotel and not the SEA-TAC Airport area is because of the quiet atmosphere. They will most certainly leave if they cannot get a quiet night's sleep. Finally,the revenue that my hotel and other hotels generate also contributes to the taxes collected for the City of Renton. If my revenues are cut due to the loss of contracts because of the noise at night,our tax contribution will be reduced proportionately. 1 would also he forced to cut my staff and layoff workers if revenues decline. I am a hoard member of the Greater Renton Chamber of Commerce. I am on the RoteUMolel Tax Advisory Committee. I am also a member of the Renton Lodging Association. As a citizen of Renton and a business leader I am asking that this variance not be granted. I will be at the meeting on March 2nd Thank you for your consideration with this matter. Sincerely, Bill Weise General Manager Holiday Inn Select Renton,WA Ce: Mayor Jesse Tanner—City of Renton Don Persson,City Council-City of Renton King Parker,City Council—City of Renton Sharon Eklund—Greater Renton Chamber of Commerce Members of Renton Lodging Association Feb+-23-00 16: 33 Holiday Select Renton , 425 271 2315 P. 01 ikelta0.13 /ftlk• • SELECT" Worldwide Reservations 1.800•HOLIDAY SEATTLE-RENTON One South Grady Way Renton,Washington 98055 lel:425-226-7700 Fax:425-27l-2315 SEA-TAC INTERNATIONAL AIRPORT'S QUIETEST HOTEL *226 Newly remodeled and decorated guest rooms and suites *All rooms with data ports, voicemail, coffee service, hairdryers, and iron &; board *Complimentary van service to and from Sea-Tac International Airport-24 hours *Two room suites with microwave, refrigerator, dishwasher, and dinning area *Garden Courtyard with seasonal pool and year-round heated whirlpool *Yankee Grill Restaurant and Lounge with room service *Concierge floors with private lounge serving continental Breakfast TO: .5A-Pi AR'...11` - FROM:• - b( LL 4st __6g.i.v244R-444--imetar - -- FAX: ett-i/F6r( cilSY\' -42s-:=-430-73a)- f -�_73� FAX: 4S-Z7 --2-345 NUMBER OF PAGES (INCLUDING COVER SHEET) 2 TODAY'S DATl. 1: ^1(Z) • MESSAGE: PL04e A^ . (A4 .au r j • ---�._..... / �4 I . . /• • / I # � � �I�..._ DEVELOPMENT SERVICES RECEIVED CITY OF RENTON FEB 21 2000 FEB 2 1 2000 RECEIVED z// I O TDMION !.-`, 8 AN. rte - .a ,e ,,seJ : to-u-74-4.4 74444- xr,Aek,;28,e6 64sud- 5.2.E to 7 71 7) eziti psept geizupavt OAcP. .a• , w ..40-0127;74 ;a./ �! ‘1-31&7424,‘,. - amu, pec a- — b ,l1.i,o .c�Ce� . q •� �7/I�r.7� .� to-s-ad 6/2-Am. a-� 4 w i (74-$14---yoc,1,94) Ca- 4:1AetZ7.,) -3.1 .-?4,e4- Gam' .�. Feb . 23 . 2000 5: 29PM LARKSPUR LANDING - RENTON , WA No . 6143 N . I J . ARICSPUR `7 LANDING _ii RECEIVED FEB 2 5 2000 CITY OF RENTON PUBLIC WORKS ADMIN. Date: February 23,2000 To: Jana Hanson From: Tim Salley Subject:Noise Variance . I am submitting this letter in opposition to the WSDOT application for a variance to allow nighttime paving work in front of my hotel. Our guests rely on us to provide them with a good night sleep.With the hours of construction being from 10 am to 7 pm and the noise decibel at 90, I cannot guarantee a restful night to my guests. Most of my guests are business travelers that stay with us on an average of two weeks at a time.When they return to our hotel from a hard day at work,the last thing they want to deal with is noise from the freeway at the twilight hour. I plan on attending the public meeting on March 2nd at 7 pm and hope to learn more about the project. Sincerely Tim Salley ROMP SUITE HOTEL Phone 425.233.1212 Fax 425.235.3516 1701 E.Valley Road Ranson,WA 98055 1I3/0Z/UU 1U:40 t'AA zuo tic 1L90 nig aink.novit no..vv yyvvii vv% • • • David & Diane Jackson • Post-it'Fax Note 7671 Date.3_ pa°ges T 2419 Talbot Crest Drive S. From Renton,Washington 98055 0� � vn-, �' ��2�u!aX� Tel: (206)772-1100 Fax (206)772-1248 /11 5 O./. Co. �/'►`�j^ e-mail:davidj1061 @aol.com Phone# Phone#' 555 ti34-J3Q4 Fax#a06} 4-� OS Fax# (14759V00- 707W Fax To: City of Renton, Public Works Board From: David Jackson Attn:Jana Hanson, Director Faac 425/430-7241 Pages: 4(including Cover) Phone: 425/430-7204 Date: 3/2/2000 Re: WSDOT Noise Variance Request CC: File REMARKS: El Urgent or Review 9 Reply ASAP 0 Please Comment. ORIGINAL: ❑Sent in mail 0 Sent via courier 9 Next day delivery 0 Wil(not follow Ms Hanson: I am faxing you an advance copy of our Petition to the City of Renton, Public Works Board,containing our statement of opposition and request for mitigation measures to the WSDOT Pavement Overlay Project proposed for SR167. Our Petition includes signatures and addresses of Talbot Crest Drive S. residents who enthusiastically support the request for mitigation measures outlined in our Petition. We request that you accept this Petition,and consider it carefully as part of the. Board's consideration of the WSDOTs request to the Board for a noise variance. We will deliver the original copy of the Petition during the Public Meeting scheduled for this evening at 7PM. • In addition, please place our names. David and Diane Jackson,on your agenda for addressing the Board s related to this subject Thank you, David Jackson Talbot Crest D ' . Neighborhood U4/U1/VV LV.Jo raA cut) roc -- __ PETITION TO THE CITY OF RENTON BOARD OF PUBLIC WORKS MARCH 2, 2000 OPPOSITION TO SPECIFIC NOISE-PRODUCING ACTIVITIES WSDOT SR 167 PAVEMENT OVERLAY CONSTRUCTION PROJECT WHEREAS,THE PROPOSED CONSTRUCTION PAVEMENT OVERLAY PROJECT IS LOCATED IN THE NORTH BOUND LANES OF STATE ROUTE 167 • (VALLEY FREEWAY); WHEREAS,THE PROJECT WORK IS TO BE CONDUCTED DURING THE SUMMER MONTHS OF 2000,WHILE RESIDENTS ARE SLEEPING WITH • WINDOWS OPEN AS REQUIRED DURING WARM WEATHER, AND DURING NIGHT HOURS FROM 10PM TO 7AM,AND 10 PM TO 9AM ON WEEKENDS; WHEREAS,THE WORK WILL BE CONDUCTED ADJACENT TO RESIDENTIAL NEIGHBORHOODS LOCATED DIRECTLY EAST OF THE WORK AREA; WHEREAS,THE WORK WILL GENERATE NOISE LEVELS,PARTICULARY DURING THE PAVEMENT GRINDING PHASE OF THE WORK, IN EXCESS OF THE AMBIENT NOISE GENERATED BY TRAFFIC ALONG SR 167 AND WILL CREATE A DISTUBANCE THAT WILL CAUSE HARDSHIP AND DISCOMFORT FOR THE CITY OF RENTON RESIDENTS ADJACENT TO THE WORK AREA; WHEREAS,THE STATE OF WASHINGTON DOT HAS NOT PREPARED A TECHNICAL NOISE REPORT, WHILE ON PREVIOUS PROJECTS (WSDOT XL0647 2/92, AND OL3478 4/99)NOISE REPORTS WERE SUBMITTED TO THE CITY OF RENTON FOR SUPPORT IN NOISE VARIANCE REQUESTS; WHEREAS, THE UNDERSIGNED CITY OF RENTON RESIDENTS,LOCATED ADJACENT TO SR I67, REQUEST THAT THE BOARD OF PUBLIC WORKS REQUIRE THE WASHINGTON STATE DOT PREPARE A FORMAL TECHNICAL NOISE REPPORT, AND THAT MITIGATION MEASURES REFERENCED IN THE 12/2/99 LETTER FROM WSDOT TO JANA HANSON,BOARD OF PUBLIC , WORKS DIRECTOR, BE REQUIRED IN CONJUNCTION WITH THE WORK ALONG SR 167; WHEREAS,IN ADDITION TO THE MITIGATION MEASURES REQUESTED ABOVE, WE REQUEST THAT WORK PERFORMED WITH PAVEMENT GRINDERS,AND VIBRATING ROLLER MACHINES BE CONDUCTED ONLY DURING HOURS BETWEEN 9AM AND 10PM ON WEEKDAYS; NO WEEKEND WORK; BETWEEN MILEPOST 25.00 AND THE SR167 AND I-405 EXCHANGE; 93/UL/UU 1U:38 NAA LUO I(l • •J' M • THEREFORE,BE IT RESOLVED: THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED,PETITION THE CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF I WASHINGTON DOT,ON OUR HOME ENVIRONMENTS. / �I °Name: J ,... q.,i lj/ Address: a---t -1-,,Asp-1-,,1 (- C✓ 4- Q r, S. • Name: 0 Address: t3 r , ► PT& • Name: Qhd ,` p Address: T3? �'��� ," '� • •Name: CH-C( $ RVtlraS c� Address: p , • S • Name: L/hr) Address: Sol � b 01. S • Al �'r�P�f- • Name: 04-`1 A , /14l//AMc Address: 253Z �,albo I- eft 1),e , l �. •Name: y -/ �k M' 6Jl MKOVic Address: Z 7 3 Z erAffkb C'xe-S 5-0. • Name: 16tYh obi rns v h Address: ail 62 1w1 bit' CQesr l 5 •Name: (!'IeU [ • Address: 2. 3 r �� r p0- 1d1iiaJ• Name: � Address: 25/0 -7d&1 -� ltgo5 " • Name: ' I r Address: 25:' TAINT T Ott . S • Name: A#. , Address: _ • / -�f CYer-f , �'_ :03/02/00 10:38 FAX 206 772 1248 KU JmAtavn AOOVV AA_• Al�_ THEREFORE,BE IT RESOLVED: • THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED ADJACENT TO AND EAST OF SRI67, WE THE UNDERSIGNED,PETITION THE CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF WAS II. . ON DOT,ON OUR HOME ENVIRONMENTS. rrl A Nam, �:; i r Addr-ss: ' O3 �/ O G.�pIt fl -5 • ▪ Nam:• J • i� � Address: r., ' .off` 7)_. go , . Name: Address: 2Sz 4,(4- (1).-,65f . S . Name: ( c._.t 4 Address: ZS 27 Lb e K.t a r • 0]• S • � k 616 • Name: b-lis�l,Q- .�'f -, Address: o9c,Lf7 Gil i.-J ' , pf. So . . Name: / . i , Address: -j' /GI 'At•e ` &e fi ; SD f Name: Address: Name: Address: Name: . Address: • Name: Address: • Name: Address: Name: Address: . CITY OF RENTON • BOARD OF PUBLIC WORKS NOTICE OF PUBLIC MEETING • BoardTICE IS HERBY of Public Worksh has f fixed thEN e 2nd AFFIDAVIT OF PUBLICATION ; day of March, 2000 at 7:00 a.m. in the Renton City Hall Council Chambers,1055 i South Grady Way,Renton,Washington,as Charlotte Ann Kassens first duly sworn on oath states that he/she is the Legal Clerk of the 1 the time and place for a public meeting to .consider the following:: I The Washington State Department.of SOUTH COUNTY JOURNAL ' Transportation (WSDOT) is planning to complete roadway resurfacing on SR 167 600 S. Washington Avenue, Kent, Washington 98032 ` in the vicinity of 1405 to the SR 900'cou j plet.The.proposed project involves grind- ing the existing pavement and resurfacing . • a daily newspaper published seven (7)times a week. Said newspaper is a legal 1 .on SR 167.In the northbound direction the newspaper of general publication and is now and has been for more than six months resurfacing will start at MP 25.00 to the south curb of 2nd Street at MP 27.28..In prior to the date of publication, referred to, printed and published in the English language the southbound lanes,the resurfacing will _ continually as a daily newspaper in Kent, King County, Washington. The South County ' begin at the Grady Way intersection and 28. Journal has been approved as a legal newspaper order of the Superior Court of the extendWork hro 2nd Street at MP io27ns pp gby p Work will require lane restrictions while• State of Washington for King County. grinding and repaving is being completed. The notice in the exact form attached,was published in the South County i WSDOT traffic analysis has determined that by performing lane closures during the Journal (and not in supplemental form)which was regularly distributed to the subscribers �, day, traffic congestion due to high traffic during the below stated period. The annexed notice, a volumes and loss of roadway'capacity will occur.Such large scale backups would not , be acceptable.WSDOT recommends that Board of Public Works- Public Meeting ' lane closures be done at night when traffic volumes are low enough to handle lane closures as published on: 2/21/00 will also facil tate public thout and worker safety. iThe estimated construction time for this The full amount of the fee charged for said foregoing project ise 80 completed days and is schen- g g g publication is the sum of$74.75, : uled to be completed between'April of 2000 charged to Acct. No. 8050640. ! through December 2000.The request is for a 65-day noise variance from Renton Noise Level regulations,Chapter 7,allow- Legal Number 7232 i ing work at night,during the estimated con struction time. All interested parties are.invited to attend the meeting and present oral or written J �1 / ��� k comments in support or opposition to the' _I proposal. City Hall is fully accessible, and Legal Clerk, South COUTurnal . interpretive services for the hearing• impaired will be provided upon prior notice. • For information, call (425) 430-7382. Subscribed and sworn before me on this 2 da of ( Correspondence should be addressed to Y � 2000 Board of Public Works, Jana Hanson, %0GQEPaarrrr i Renton City Hall, 1055 S.- Grady Way, 0% `:,% El, rPoo Renton,WA 98055. For more information - `<<`���,�,e.•„ �–... e�0000 i about the project, call Bruce Farrar.at <<�, ..°. •• Mao•,C o00 // WSDOT,(206)440-4546. ao .:.\,'< 4' o Published in the South County Journal • -: 0 TA ;Of; f February 21,2000.7232 • :yo "®,0— o Notary Public of the State of Washington , • Pur.ct residing in Renton - o o i. • ',, • 0 O.`moo. King County, Washington - 1 Washington State Northwest Region. V® Department of Transportation 15700 Dayton Avenue North Sid Morrison PO Box 330310 Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 March 6 2000 DEVELOPMENT SERVICES art OF RENTON Jana Hanson MAR 08 2000 Board of Public Works Director • City of Renton RECEIVE* Renton City Hall - 5th Floor 1055 South Grady Way Renton, WA 98055 Re: XL 0932 1-405, Bridge 405/23, SR 900 Overlay Dear Ms. Hanson: Pursuant to,the city of Renton request, regarding our noise variance application and the scheduled public meeting of Tuesday March 21, 2000, at 7:00 PM:.It is the Washington State Department of Transportation's (WSDOT) responsibility at least ten days before such a meeting to provide written notification of the public meeting to any resident, property owner, or business that will experience an increase in noise, or potentially have an increase in noise, such that this variance will increase the quantity of noise received by the property owner, resident, or business. I hereby state that on March 2, 2000, copies of the attached notice were mailed to all residences located within 800 feet of the work area. A copy of the mailing labels, obtained through the King County Department of • • Assessments, is enclosed. Sincerely, .pc,„—LA C JANELLE C. HITCH, P.E. Air Quality and Special Studies Program Manager Attachments cc: file Ingo Goller/Amjad Omar MS 59 ® ,a STATE OF WASHINGTON ) : ss. County of King ) On this (0 day of 0-O00, before me personally appeared JANELLE C. HITCH, to me known to be the individual described in and who executed the foregoing instrument, and acknowledged that she signed the same as her free and voluntary act and deed, for the uses and purposes therein mentioned. • GIVEN under my hand and official seal the day and year last above written. 414 �,�;•• �SSIUIVF• lc,.•.. N.tary (print name) ,i A-04- • i3tt L y-i pee 41J IOTAV,�;..e..r. an Notary Public in for the State of Washington, y residing at t f� ,• �U,L%G ;' My Appointment expires /0/Z0/p 2-- *****AUTO *****AUTO *****AUTO II,InInI,IInn,I,III,znnill II,InInI,IInnI,InI,I,z,II,I II,InInln,illn,Ill,Innl,Il James&Debra Martindale Liddy L L C Rich Howard Enterprises Inc 9712 237Th P1 SW 919.Houser Way N PO Box 79014 Edmonds, WA 98020-5645 ' Renton, WA 98055-1509 Seattle, WA 98119-7914 *****AUTO *****AUTO • *****AUTO • II,IuIr,I,llnnl,lr,lln„I,II Ililiiliilillnnlilnllnnlill II,InIul,Ilnnl,lnllnl,ll Danny&Melody Sullivan Jeffrey Donald Krall &J W Susan George Hanchett 1433 Kennewick Ave NE 1425 Kennewick Ave NE1417 Kennewick Ave NE Renton, WA 98056-2814 Renton, WA 98056-2814 Renton, WA 98056-2814 •*****AUTO *****AUTO • ***** . II,InInI,II,u,I,Inllnnl,ll . II,InIul,llnnl,Inll,u,I,II . AUTO WFDaI II,IuInLIIunI,InIIunI,II D • Av&Winnifred Kiels • Tony Brezzzikar • 1736 NE 14Th St • 1424 Kennewick Ave NE . 1416 Kennewick Ave NE ' Renton, WA 98056-2837 • Renton, WA 98056-2813 •Renton, WA 98056-2813 *****AUTO *****AUTO . • *****AUTO II,I„I„1,IIIIIl1,1„II,,,,I,II II,I„I„I,II,,,,I,I„II,,,,I,II II,I„I„I,II,,,iI,I„II,,,,I,II. • Joseph Puhich • Richard Petterson Julia Parsons&Parsons 1402 Kennewick Ave NE 1401 Lincoln Ave NE . 1425 Lincoln Ave NE Renton, WA 9.8056-2813 Renton, WA 98056-2810 ' • Renton, WA 98056-2810 *****AUTO *****AUTO *****AUTO II,InI„I,II,u,I,InIIu„I,II II,InI„I,IInnI.,InIInnI,II IIIInI„I,II„n,I,II,,,I,I„II ' • Family Trust Durkin Helen Burch . Meldon Properties Limited Liability Co. 1402 Lincoln Ave NE 957 Aberdeen Ave NE 19511 SE May Valley Rd Renton, WA 98056-2809 - Renton, WA 98056-2832 • Issaquah, WA.98027-8518 *****AUTO • ** ***AUTO ***.**AUTO. • II,InInl,llui,I„IIIn,I,Ii,I II,InI„I,IIz,nI,InIIn„I,II II,IuI„I,II„nI,I„II,n,I,II 1 Gregory Development Co Ronald&Claudette Bergman Lauree Galyean 9311 SE 36Th St#208 • 2208 NE 12Th St 1208 Lincoln PI NE Mercer Island, WA 98040-3741 Renton, WA 98056-2914 Renton, WA 98056-2854 • *****AUTO • • *****AUTO *****AUTO AUTO . • II,I„IuI,II„ul,Inll„uI,II • . II,I„IuI,II„nl,Iull„uI,II .Paul Kaimakis Larry&Dana Babb Larry&Dana Jo Babb 2033 144Th Ave SE • 1316 Lincoln PINE 1316 Lincoln PINE Bellevue, WA 98007-6216 . Renton, WA 98056-2852 Renton, WA 98056-2852 ***** AUTO ***** *****AUTO AUTO II,InIuhllu„I,I„lln„I,IIII,InInI,�InnIInll,.n,I,II S ' II,InI„I,II„nI,I„II,,,,I,II • Brian Vanbeek&Margaret Haseleton Verner Meek • Harris Watson 1901 NE 14Th St . . 1909 NE 14Th St 1319 Kennewick Ave NE Renton, WA 98056-2834 . Renton, WA 98056-2834 • Renton, WA 98056-2816 *****AUTO S *****AUTO • . *****AUTO I,I,InI,I,,InfIln,I„I,I„I,I II,I,uIuI,IIuuI,Ir,IIn„I,II II,Ii,I„I,II„nl,Ii,ll„nI,II • • Ireisen Properties Inc John&Aziita Dechaineau James Fox • PO Box 80612 1325 Kennewick Ave'NE • 1313 Kennewick Ave NE Minneapolis,MN 55408-8612 _ • .Renton, WA 98056-2816 Renton, WA 98056-2816 • *****AUTO *****AUTO *****AUTO II,IuIuI,IIn,iI$InIIuuI,II • II,InI„I,II,inI,InIInuI,II •• II,I„I„I,II„uu,I I,I„II, ,II . Greg Garner&Sara Hildebrand Roberta.Philen • • Joann Ausen 1209 Lincoln PINE .- 1301 Kennewick Ave NE • 1331 Kennewick Ave NE Renton, WA 98056-2855 • Renton, WA 98056-2816 . Renton, WA 98056-2816 *****AUTO ***** I�'�Iulnl�lln��I�lullunl�Il AUTO *****AUTO IIiIiiLiIJIimIiIifIIludJI IIILt1IIIIII����I�L�II����IJI Andy Hai Nguyen&Tram Bui James&Joanne Medzegian 1318 Kennewick Ave NE 11914 SE 78Th St Jan 1701 Nnds4n Renton, WA 98056-2815 Newcastle, WA 98056-9178 nTh St � 0 Rentori,nt14WA 98056-2838 *****AUTO *****AUTO IIiIiIIiiluIIiIulIIII,IIimilll IiiheleII,IIu IuIlIiiIIIpI�I�II *****ASO B D Thanedar *****AUTO Robert Edwards Jr. Ha Ngo&Muoi Be Huynh 1707 NE 14Th St 3719 Park Ave N Renton, WA 98056-2838 Renton, WA 98056-1523 1713 NE 14Th St Renton, WA 98056-2838 *****AUTO ***** • II�I��I��IiII����I�I��II����I�II ASO *****AUTO IIiIi�IilIiIImoIlIiiIIl„iIiII IIiIuIliIiII�,I�I�I��IIi�,�I�II Frank Lathrap Nicholas .&Tracy Corrigan • Thomas1420 •Jones Ave NE &Sarabeth Keller 98056-2808 1724 NE 14Th St 1408 Jones Ave NE . • Renton, WA 98056-2837 Renton, WA 98056-2808 *****AUTO *****AUTO IIiIninliIluuliInllnul,ll *****AUTO II�I��Iul�llunl�lnllu��l'II • IIiInInIIIIunIIIuIIunlull David Buckner J J Novak 1416 Jones Ave NE 1432 Jones Ave NE Robert Hansen Renton, WA 98056-2808 Renton, WA 98056-2808 1504 Jones AveNE Renton, WA 980505 6-2817 • . *****AUTO *****AUTO *****AUTO ' Ililiilnlillnnlilullnnlsll IIiInIIIIIlluulilnllu"I'II IIiIiiInIIu I� nIiInIiIn�IIiI Terry Melton Larry Schluter, 1424 Jones Ave NE 1702 NE 14Th St Phung Trong Pham&Lien Thi Nguye Renton, WA 98056-2808 Renton, WA 98056-2837 ReA'Ave S Renn5512 ton, WWA 98055 *****gUTO • • *****AUTO Ililnlulillanililnllunlill *****AUTO I Don&MargeILInLiIillnnliLilln"I'll IIiInluIIIIuulilullttnlill Schumsky William Lewis • Phillip Elderkin 2019 Jones Ave NE 1401 Jones Ave NE Renton, WA•98056-2659 Renton, WA 98056-2847 1425 Jones Ave NE . Renton, WA 98056-2847 . *****AUTO *****AUTO *****AUTO Max&Michele Williams ILIuInIilluuliLliluLl"I IlilululiIlunldullwilill Gary&Long Sally Land Carl&Mary Colasurdo 1409 Jones Ave NE 11404 137Th Ave SE NE Renton, WA 98056-2847 Renton, WA 98059-4405 ' 1507Jones Ave Renntton, WA 98056-2818 *****AUTO *****AUTO IIIIIIIIIIiIIi���I�I��II����I�II *****AUTO IIiIiiIiiIiII���iIiIiiIhuiIiII IIsIilIideIIuidiIuIIimIlII. Luong&Tran Tran Vu Pauline Kirkman 1513 Jones Ave NE '• 1002 N 35Th St Justin& Stacie Mak NE • Renton, WA 98056-2818 Renton, WA 98056-1954 Rent1 ent29 Jones Ave on;WA 980505 6-2818 *****AUTO ***** • IIiInInI�IInulilnlln,�Iill AUTO *****AUTO IIiInInlillunlilnllnnl'11 IIiIuliililluulilulluulill Robert&Allison Holz Gerald&Eunice Paulus • • 1533 Jones Ave NE • 1617 Jones Ave NE 101 A Amee E Renton,WA 98056-2818 . Renton, WA 98056-2667 Renton,MoWAy 80 6- 98056-4036 *****AUTO *****AUTO • IIIIiilidiliunifillillimlill *****AUTO II�I��I��I�II��,�I�I��IIimIiII IIiluliddluiollicIImiI,II Bouaphan Sinlapaxay Kin&Ho Dennis Chow 1527 1527 Jones Ave NE Jean&James Daniels 98056-2818 1521 Jones Ave NE 1707 Jones Ave NE Renton, WA 98056-2818. Renton, WA 98056-2665 *****AUTO *****AUTO 11:11111111111111141111111111 *****AUTO • Ililnliulillnulilnlliuilil) llilnlnlullnnililllniiiilll Elmer Penney Jr. • Daryl&Cathleen Meadows 1625 Jones Ave NE 1633 Jones Ave NE James Martindale • Renton„WA 98056-2667 9712 237Th PIS W Renton, WA 98056-2667 . Edmonds, WA 98020-5645 • *****AUTO *****AUTO • *****AUTO 11114111111111111111111111111111 1111111 Mosley&Hazel Kirkman Joyce Segur 1002 N 35Th St 1100 N 36Th St Equities (Us)Asc Intenvest Renton, WA 98056-1954 2402 Millar Ave S7K Renton, WA 98056-1969 SASKATOON SK *****AUTO *****AUTO 1111111111111m1111111111111111 11111,11111111111111111111111111 Ruby Lewis Ililulnlillu1ililullinilill Ililululillnulilnllnnlill Pelita Serrantes • Patricia Phillips 975 Aberdeen Ave NE#H104 975 Aberdeen.Ave NE#H204 Renton, WA 98056-2875 975 Aberdeen Ave NE#H303 Renton, WA 98056 Renton, WA 98056-2893 *****AUTO *****AUTO ***** • II1I11I11I1II1111).�1II„''lull • 111111111I1II111.I,I,1II11111,II' ASO March Findley Ililiilnlill�uililnlluulill Christopher Onvig •Ofelia Javier 975 Aberdeen Ave NE 975 Aberdeen Ave NE Renton, WA 98056-2800 975 Aberdeen Ave NE#K303 Renton, WA 98056-2800 Renton, WA 98056-2895 • *****AUTO • *****AUTO *****AUTO • IIuIulul,Ilunl1Inllu"l'II 11111111111111111111111111111111 • Anna Basic . Velibor&Nedeluka Jerettiic 975 Aberdeen Ave NE#K304Cedo&Rada Marusic 975 Aberdeen Ave NE 975 Aberdeen Ave NE Renton, WA 98056-2895 . - 0 Renton, WA 98056-2800 Renton, WA 98056-2800 • ***** - Ililiilul ILT�,Iilulil *****AUTO *****AUTO llilnliilillnnlilullnnl'II IIiInIi1I1llnulilullunl1ll 1 Lai Kwan Anne Chan&Robert Wan James Huff • Paul Santiago • 2402 Millar Ave S7K 975 Aberdeen Ave NE#L302 975 Aberdeen Ave NE#L303 .SASKATOON SK • Renton, WA 98056-2876 Renton, WA 98056-2876 • ***** •• Ili****AJJ'O llnul�il *****AUTO . *****AUTO • llilulnlillu1il1Inllinil'll IluliiluIuIlnnlililuIuIlnil Karen Norris Teresa Runner • Ka 97Aberdeen Ave NE#7102 Hernan&Sharon Norambuena . 975 Aberdeen Ave NE#J103 17829 155Th Ave SE Renton, WA 98056-2876 Renton, WA 98056-2876 . Renton, WA 98058-9063 *****AUTO *****AUTO • II1I11I11I1ii���ilillilliiiil1ll *****AUTO . II1I11I11I1II1„1I1I11II1���I1II II•1I,,I,,I,II,,,,I,I,I,1I1I Melissa Kroskie • Charlotte Fellers 975 Mohan Mulani&Nand Kumar Moolan Aberdeen Ave NE#J202 975 Aberdeen Ave NE 0203 2402 Millar Ave S7K Renton, WA 98056-2894 Renton, WA 98056 • . SASKATOON SK ***** AUTO II1I11I11I1Ii111�1l11ll111111ll 111111111111111111111111111 IIT 11I1II1111I1I11I11m11ll Paula Elaine Holmes Sin Beng Robin Chin Ban Hock Andrew Gob 975 Aberdeen Ave NE#J302 0 .2402 Millar Ave S7K - 975 Aberdeen Ave NE#G102 Renton, WA 98056-2895 SASKATOON SK Renton, WA 98056-2896 *****A 111111111111111111111111111 *****ASO *****AUTO II�I�1I11I�II1�,�I1I�1II�„�I1II II1I,1I11I1I1mieIIi11I1II11I1I Melvyn Kim Leng Tan&Chui Geok S Rashpal&Baljinder Buttar 2402 Millar Ave S7K Eleanor Romero • 975 Aberdeen Ave NE#Prkg ,25424 34Th P1 S ' SASKATOON SK Renton, WA 98056-2800 Kent, WA 98032-9725 *****AUTO *****AUTO • *****AUTO ' Illlulullllnnlllullnnllll IIIIIIIIIIIIIIIIIIIIIInIII II1111lnllllnlllllullnnllll Linda Buchanan Rasanayagam&Thinunakhel Sivasaya • Wayne&Michelle Gallegos 975 Aberdeen Ave NE S 2402 Millar Ave S7K 975 Aberdeen Ave NE#A104 Renton, WA 98056-2800 SASKATOON SK Renton, WA 98056 *****AUTO *****AUTO *****AUTO IIIInIuIIIInulllullullllll 1I111iIlllllllinlllllnlll I I I I I I I I 1 I I I I I I n I I I I I I I I I I Radenko&Kata Marusic • Anokh Singh&Mindo Kaur Kee Chiang Chan&Lai Peng Hew 975 Aberdeen Ave NE 2402 Millar Ave S7K 2402 Millar Ave S7K Renton, WA 98056-2800 SASKATOON SK SASKATOON SK *****AUTO *****AUTO *****AUTO IIIIIIIIIIIIIIII111111111II11111 IIIIIIIIIIIIIIIIIIIIIIIIIIIII111 IIIIIIIIIIIIIi11IlIIlIIlI11IlIll Howard Berg Paul Iv Carr Almir& Vesna Delic 975 Aberdeen Ave NE#B201 975 Aberdeen Ave NE#B301 975 Aberdeen Ave NE#B302 • Renton, WA 98056-2880 Renton, WA 98056-2881 Renton, WA 98056-2881 *****AUTO *****AUTO *****AUTO IIIIlIl11IIlIIlIII1l11lIlIllllll IIIIIIIIIIIIIIIIIlIl1IIIIlI IIlII1lIIlIIIIIIIlIlI1II1111I111 Steven&Jeanne Keim Kie Siong&Lay Lee Ling Baljinder Buttar 975 Aberdeen Ave NE 2402 Millar Ave S7K 975 Aberdeen Ave NE#C106 Renton, WA 98056-2800 SASKATOON SK Renton, WA 98056-2861 *****AUTO *****AUTO *****AUTO llllulIIIlllulllllullll,Illll IIIIIIIIIIIIIunIIIIIIIIII IIIIuIulillunlllllnlll Christopher&Claudia Whitman Chung Ming Chien&Bie Lan'Oey Choon Siang Yang&Ah Moey Ong • 975 Aberdeen Ave NE 2402 Millar Ave S7K 2402 Millar Ave S7K Renton, WA 98056-2800 SASKATOON SK 'SASKATOON SK *****AUTO *****AUTO *****AUTO IIIIIIInIIIInuIIIIInIII IIIIrIIIIIIIIuuIIIllulll iiiiiihilaiiiiiiiiiiiiiiii Tow Ken Jefferson Robert Lim Choon Hock Lionel Ong&Nee Kho Be Joo Wei Cheng&Kui Hwa Goh 2402 Millar Ave S7K 2402 Millar Ave S7K 2402 Millar Ave S7K . SASKATOON SK SASKATOON SK • SASKATOON SK *****AUTO *****AUTO • *****AUTO IIIIuIIIIIlIiiiiii IIII1nuIIII IIIIInIInIIIIIIIIInuIIIIInII IIIIIIIIIIIIIIIIIIIIIIIIInIIIII Susan Andrews Kenny&Eunice Furontoto Nadejda Petrova 975 Aberdeen.Ave NE#D106 99-708 Holoai St 975 Aberdeen Ave NE Renton, WA 98056-2861 • Aiea,HI 96701 Renton, WA. 98056-2800 *****AUTO *****AUTO *****AUTO Illlulullllnnllllilllll IIIInIllllllnlllllllnld Illlulullllnulllnlluullll May Wong Chor Kok Phua&Guek Hee Heng James Davidson 2402 Millar Ave S7K 2402 Millar Ave S7K 975 Aberdeen Ave NE#E205 SASKATOON SK SASKATOON SK Renton, WA' 98056-2862 • • *****AUTO *****AUTO *****AUTO IIIIIIIuIIIIunIIIuIIu11IIIl llllnlllllllulllllllulll II1lululllluu11I1I11I11 Senad&Sanela Brndic Albert Fai Won&Kathy Lai Li Alan Able Choi Yu&Tsim Chin Kwo 975 Aberdeen Ave NE#E301 2402 Millar Ave S7K 2402 Millar Ave S7K Renton, WA 98056-2887 • SASKATOON SK SASKATOON SK *****AUTO *****AUTO *****AUTO 111lululllll,nllluIlu1111II liii'ilullilIul11111Illlil 11111IlnlllluullllluIii Madelin Yuek Lin Leng-Reynolds Chandra Mohan Rethnam&Angela M Cho Hin Joe Ng 975 Aberdeen Ave NE#E305 2402 Millar Ave S7K 2402 Millar Ave S7K Renton, WA 98056-2887 SASKATOON SK SASKATOON SK *****AUTO *****AUTO ***** Muir 1111111 AUTO • Sek Hung Timothy Cheng&Sin Ying Hon Yee Wong&Doris Kim Poon AUTO HunglPhungII iI II • 2402 Millar Ave S7K - 2402 Millar.Ave S7K 975 Aberdeen Ave NE#E406 SASKATOON SK SASKATOON SK . Renton, WA 98056-2888 *****AUTO *****AUTO *****AUTO IIiInInlillunlililnlil 11111111111111111111111111111111 111111111181111111,1111111111111 • Seong Chee Tham&Chon Leonard So Jason Taylor John Miller 2402 Millar Ave S7K 975 Aberdeen Ave NE#E405 975 Aberdeen Ave NE SASKATOON SK Renton, WA 98056-2888 • Renton, WA 98056-2800 • *****AUTO *****AUTO *****AUTO II1I11I11I1II1iii.1.�I1�I�I 11111111111111111111111111111111 11111111111111111111111111111111 Doris Ngan Ha Yu. Troy&Carey Mcdowell 51 E Mt Kellett Rd The Peak 975 Eric Fernstrom • 975 Aberdeen AveNE#F204 975 Aberdeen Ave NE HONGKONG Renton, WA 98056-2874 Renton, WA 98056-2800 • *****AUTO *****AUTO *****AUTO �I�I��I�I II1IIII1II1II1„1I1III1II1I II1I11I11I1I1m111I11II1111I1II Alan Abel Ying Choi Yu&Tsim Chin Kon Wing Chow&Po Chu Leung Terry&Laurel Conrad 2402 Millar Ave S7K 2402 Millar Ave S7K 975 Aberdeen Ave NE#F307 SASKATOON SK SASKATOON SK Renton, WA 98056-2890 *****AUTO *****AUTO ***** • 111111111111111111111111111 • Ililul1ilillunl1Iilulil AUTO Heung Fong Leung II�L�L�I�IL�uI�I�L�LI . Sai Yo Ng&Wing.Yuk Lau Fiona Man Shuen Wong&Doris Ngan 2402 Millar Ave S7K 2402 Millar Ave S7K 2402 Millar Ave S7K SASKATOON SK SASKATOON SK SASKATOON SK • *****AUTO *****AUTO *****AUTO IIi,nInlilluuIIIullunlill II1InIiiluillnllnlulnll11I Andrew Keim ILLiLiIilluuLLillunLll Jack Germea° Annelle Perry • 975 Aberdeen Ave NE#F406 224 Rose St • 949 Aberdeen Ave NE#A101 Renton, WA 98056-2891 Port Townsend, WA 98368 • Renton, WA 98056-2897 • *****AUTO *****AUTO ***** . 11111111111111111111111111111111 IIIIuIulillniilIInllinilill AUTO John Clayton AUTO < < Katy O�Grady Muhammad Faisal&Farheen Ghani 949 Aberdeen Ave NE#A-102 949 Aberdeen Ave NE#A201 949 Aberdeen Ave NE Renton, WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2897 *****AUTO *****AUTO *****AUTO IIilnlnlilliiiililnllinilill IIIInIulillunlilnlluulill Ililnliililliinlilnllnnlill • Kris Filion Eric&Rose Yamada Jennifer Johnson 949 Aberdeen Ave NE#A301 949 Aberdeen Ave NE#B103 949 Aberdeen Ave NE#104 Renton,WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2878 *****AUTO *****AUTO *****AUTO AUTO Ililululillnnlilulluiilill 11111111111111111111111111111111 Tracy Mccormack Terra Schmidt Dennis S C&Joycelyn Hiu 949 Aberdeen Ave NE#B-105 949 Aberdeen Ave NE 0-106 . 98-1787 Kupukupu St Renton, WA 98056-2897 Renton, WA 98056-2897 Aiea,HI 96701-1609 . *****AUTO *****AUTO *****AUTO IIIInIulilluulilnlluiilill IIIInInlillnulilullnnIIII IIIIululilluulilnlluulill Kirk Baisch George Quigtar •Melody Grieves 949 Aberdeen Ave NE#8204 949 Aberdeen Ave NE#B-205 949 Aberdeen Ave NE#206 • Renton. WA 98056-2897 Renton. WA 98056-2897 Renton, WA 98056-2878 •*****AUTO *****AUTO *****AUTO IIIInlnlilluulIIulliuilill II,InInIIIInuIInIIIInInIII IIIIIIInIuIInulilullunIill Eileen Cornelius Kunio&Kazuyo Inoue Janet Rothnie 949 Aberdeen Ave NE#B303 4446 Somerset Blvd SE 949 Aberdeen Ave NE#B305 Renton, WA 98056-2897 Bellevue, WA 98006-2218 Renton, WA 98056-2897 *****AUTO *****AUTO *****AUTO Ililululilluulilnlluulill IIIInInIIIluniIII,IIuuIIII IIIIIIIIIlilliiulillilliinlIIl Michael Lee Bradley Patricia Reynolds Cheryl Fay Waid 949 Aberdeen Ave NE#B306 949 Aberdeen Ave NE#C-107 949 Aberdeen Ave NE#C108 Renton, WA 98056-2897 . Renton, WA 98056-2897 Renton, WA 98056-2897 *****AUTO *****AUTO *****AUTO IIIInIuIIIInuIIIuIInuIuII IlilnliilillinililnllimliIl IIIInIIIIlIIuuIilnIIuuIIII Bucky Coon . Robert&Juanita Mcintosh • Fumio Sakiyama 949 Aberdeen Ave NE#C109 949 Aberdeen Ave NE#C110 949 Aberdeen Ave NE#C-207 Renton, WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2897 *****AUTO *****AUTO *****AUTO IlilululIIlnulilnllnulill • IIuIuInIuIInnIIIu,IIuuIII, II�1nlul�Iluul1Iullu��I�II Jeffrey Clousing Patricia Irene Dolan Natalie Hester 949 Aberdeen Ave NE#C-210 949 Aberdeen Ave NE#307 949 Aberdeen Ave NE#308 Renton, WA 98056-2897 Renton, WA 98056-2879 Renton, WA .98056-2879 *****AUTO *****AUTO . *****AUTO IIl,uIuiillindl,nIIunIIII IIIIuIuIIIInulIlulluulIIl IIIInIuIIIIuuIdulluuldl Iku Skeels Norman Mode Phyllis Turner 949 Aberdeen Ave NE#C309 949 Aberdeen Ave NE#310 949 Aberdeen Ave NE#D111' Renton, WA 98056-2897 Renton, WA 98056-2879 Renton, WA 98056-2897 • *****AUTO *****AUTO *****AUTO IIIlnIuIuIIIInIIIIuIIIuIuI IIIInIuIIIIuuluIuIIuuIIII IIhIuIuIIIIuuIIIuIIIunhIII i Christopher Housing Tom Hughes Cheryl Ann Jayne 2025 1St Ave#420 949 Aberdeen Ave NE#D114 949 Aberdeen Ave NE#D211 • Seattle, WA 98121-2176 Renton, WA 98056-2897 Renton, WA 98056-2897 *****AUTO *****AUTO *****AUTO IIIInInIIIIunlIlullnnlIIl IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIlIuIulIIInnlIIIilluulill Joel Shields Stephen Robert&Young Tockey Kurt Siebers 949 Aberdeen Ave NE#D212 2995 Silver Oak Trl 949 Aberdeen Ave NE#214 Renton, WA 98056-2897 Marion,IA 52302-9225 Renton, WA 98056-2879 • *****AUTO *****AUTOAUTO IIIInInInnIIIInIIIIIupIIII II1Iu111111 IIu1llulnl1I1I IIIIuIIIIIIuuIIIIIIInIIInI Robert&Jeanne Duzenbery Cathy Heylmun Eleanor Brown 10203 47Th Ave SW#D18 315 W Duranta St 7100 132Nd P1 SE#102 Seattle, WA 98146-1012 Roseville, CA 95678-2160 •Newcastle, WA 98059-3149 *****AUTO *****AUTO *****AUTO IIIIuIulIlluuiIIulluIIIIII IIIInInlilluulilulluiilill IIIIuIIIIIIlrIulIIulluulill Harold Denney&Erin Michelle Pugmi Penny Palmer&Ronnie Beach Kathryn Corrigan 949 Aberdeen Ave NE#D314 949 Aberdeen Ave NE#E115 949 Aberdeen Ave NE#E-116 Renton, WA 98056-2897 Renton, WA 98056-2897 Renton, WA 98056-2897 *****AUTO ***** AUTO IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII III*****AO IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .Albert&Sandra Jarvela Lawrence&Carol Lonczak Rosario Helen_Del 949 Aberdeen Ave NE#E-117 949 Aberdeen Ave NE#118E 949 Aberdeen Ave NE#E215 Renton, WA 98056-2897 Renton, WA 98056-2878 Renton, WA 98056-2897 *****AUTO *****AUTO ***** J 'IIIInlnlilluu,IIInII,,i,IIII IIiInliilillniilillillunldl AUTO II�InlulnIIIllliuiInlinld Terrie Carter James Mulvihill Takashi Koshikawa 949 Aberdeen Ave NE#E216 949 Aberdeen Ave NE#E217 . 65 Marion St Renton, WA 98056-2897 Renton, WA 98056-2897 • Seattle, WA 98104-1401 • *****AUTO *****AUTO *****AUTO IIIInInI!IInnlilnllnnIIII IIIInInIIIInnIIInIIn„IIII • Susan Lauth II�IiiInlillnnliliillunlill Jack Peterson Ronald Yasui • 949 Aberdeen Ave NE#E-315 949 Aberdeen Ave NE#E-316 ' 949 Aberdeen Ave NE#E-317 • Renton, WA 98056-2897 , Renton, WA 98056-2897 Renton, WA 98056-2897 *****AUTO ' . *****AUTO ** **AUTO . IIIIIIIIIIIII,I11IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII . IiiiiiiiiiiIIiiiiiIIIIIIIIIIIIII Gay Kiesling Darsie.Brown Sunset Garden Ltd 949 Aberdeen Ave NE#E318 949 Aberdeen Ave NE 18868 SE 42Nd St Renton, WA 98056-2897 Renton, WA 98056-2897 Issaquah, WA 98027-9366 *****AUTO *****AUTO *****AUTO IIIInInIillnnlilnllunlill IIIIIIIIIIIIInnlIlullnnl'II IlilulnlIlluuliInIInnIuII Lan Thi Lehuong Francia Finch Cory Allen Mccown 949 Aberdeen Ave NE#F219 949 Aberdeen Ave NE#F-220 949 Aberdeen Ave NE#F-320 Renton, WA 98056-2897 Renton, WA 98056-2897 • Renton, WA 98056-2897 *****AUTO *****AUTO *****AUTO IIIIuInIillnnlnIulIIIInII Ildidi I�IInnIIInIIInIIIII II�IuInIoIIiiiiIIIullunlIll Wendy Aldrich H Robert&Jill Howie Iii Yinhai Yu&Shifen Gu • 16121 188Th Ct SE 1174 Monterey Ave NE 1168 Monterey Ave NE Kent, WA 98042 Renton, WA 98056-2872 Renton, WA 98056-2872 *****AUTO *****AUTO ***** IIuInInliIluiiIIInIIuuIiII IIilnInliniIlIInnIIIuIuIuul AUTO Randy&Heidi Brown Alex White&Co Inc LLisa isa Owen AUTO Owen 1162 Monterey Ave NE 7517 Greenwood Ave N 1150 Monterey Ave NE • Renton, WA 98056-2872 Seattle. WA 98103-4627 • • Renton, WA 98056-2872 *****AUTO *****AUTO *****AUTO IIilululnulIIIuuI111111111 IIIIululnnllilulIInlilnll Dana Bisiack II�InIuIillnnlilnllnulill . Chester Set Lim Chinn&Yue Ching A Dang Mk Nguyen&Lisa Milkovich 7517 Greenwood Ave N. 1927 S Waite St Seattle, WA 98103-4627 98144-5159 1161 Monterey Ave NE Seattle, WA Renton, WA 98056-2872 ***** III *** II *****AUTO *****ASO *****AUTO IIIIIiiiililliiiiIIIIIIIIiiiIIII IIIIIuII,IIIIiiiu,uIuiIIIIuuIIII Wai Jan Hui Ze Mi&Li Jun Shen 1167 MontereyAve NE Jennifer To . 1173 Monterey Ave NE 1179 Monterey Ave NE Renton,WA 98056-2872 Renton, WA 98056-2872 • Renton, WA 98056-2872 ikbvtv‘- S EL ECT- Worldwide Reservations 1-800-HOLIDAY SEATTLE-RENTON One South Grady Way Renton,Washington 98055 Tel:425-226-7700 Fax:425-271-2315 Toll Free:1-800-521-1412 gmrentonhi@sunstonehotels.com Bill Weise,CHA www.holiday-inn.com/rentonwa General Manager ,1 at Z,a`nr tto�e ald C."Mattson, oAtments Available ' RECE VEO \ • �pll �'Weekend ee 1 Evening MAR Z ` 2000 ao� ' CIN OF RENT() 255-5657 ett p+ve.S Suite 9ao55 PUBLIC WORKS ADMIN. VAX 235-1869 5657 32IBe ton,Washington &trip n _ FA 6 888-655-5657 9-1705 ttnet Toll Flee Cell: �nattson° °tldnet.a i . ' 5 6--0-4-A-4, , . , / g/ i ,..7„ / At : ),,,,L . vayuAAA. , ,i , fn'v-i-&q • i -- - 17 t/l/W I ) . l d Michelle Flanagan-Board of Public Wi Appear � mm WPage 111 From: Marilyn Petersen To: Jana Hanson Date: 3/17/00 11:26AM Subject: Board of Public Works Appeal Jana, two appeals were received before the appeal period ended yesterday. According to the City Code, now need to forward the appeals to the Council along with the information reviewed by the Board in making its decision. Is there a staff report or a yellow file? If we could receive that info in a timely manner, this appeal could be placed on the agenda of March 27 and referred to Planning and Development Committee. Also, I had an e-mail from Jan Hickling, 1919 Talbot Road S., Renton 98055, who wants to be added as a party of record. I'll make sure she gets our mailing when it goes out, but you will probably want to update your records as well. When we send our letter to parties of record, we will request that you supply us with labels, or at least a list or parties. Thanks, Jana (isn't this fun?) c) -Y o CityofRenton + :: ® PLANNING/BUILDING/ �_ PUBLIC WORKS DEPARTMENT \ > 'S Administration - Fifth Floor 1055 South Grady Way Date: 03/13/00 Renton, WA 98055 TO: Bruce Farrar FROM: Mickie Flanagan Janelle Hitch W.S.D.O.T. City ofo Renton MS NB 82-138 P/B/PW Admin. Phone: (206) 440-4805 Phone: (425) 430-7394 Fax Phone: ( ) \,11. Fax Phone: (425) 430-7241 ISUBJECT: 3/2/00 Draft Minutes I Number of pages including cover sheet 8 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review These minutes should be approved Wednesday a.m. I will fax as well as mail them to you at that time. Any questions, give me a call . i-/3 de=ems NOISE VARIANCE CHECKLIST • .9e:ro MS•'-s'1..Rt.•;W,..;=::'..w....ice•-r -a.F• .E,n e;y.,' •_ ATE NEEDED,: D:: E `�s.S•T "d}i _.�,. . , [• .•. ,"'dap• :.a. .,.'f`.�-,7. ^�..',' S .tee:r�.�,a,o.,�' :'.�S'<.y's• .tea;^sGk'. .aY Council Chambers availability for Public Hearing (<45 days from Application)2-3 dates &ad} a, AQOD ✓ BPW Agenda for concurrence of Board on best date for hearing (have alternate) a_g Call applicant and confirm date _� V Send letters to applicant accepting and notifying of date , Prepare Public Notice and give to City Clerk's office for publication to be 10 days prior to public meeting. F Send notice to Board of meeting date a_sx Send packet to Mayor and Council a-/7 When receive copy of notice from applicant,have Development. Services post(3 notices) 10 days prior to _// ✓ date of mtg. Public Hearing Date (Confirm room,board members, staff, etc.) A-(7 ✓ Obtain key from City Clerk office day of meeting -a_0 0 Notify City Clerk's 24 hours before meeting if visual/audio equipment needed for set-up 3-/ E-mail members a reminder and confirm their attendance -a 3 ✓ Contact Facilities to have front door opened and closed a- I Notify applicant by letter of Board's decision h:bpw/var/noslisdjw 8/1999 CORRECTED AGENGA 2-18-00 BOARD OF PUBLIC WORKS 7:00 p.m. Renton Municipal Building Thursday,March 2,2000 7th Floor Council Chambers AGENDA 1. CALL TO ORDER: 2. REQUESTED ACTION: • PUBLIC MEETING - VARIANCE FROM NOISE ORDIANCE, W.S.D.O.T. -Roadway resurfacing on SR-167 in the vicinity of I-405 to the SR- 900 couplet, applicant requests a variance from the City of Renton Noise Regulations in order to complete roadway resurfacing from April 2000 through December 2000. 4. ADJOURNMENT: APPLICATION FOR CITY OF RENTON BOARD OF PUBLIC WORKS 1055 South Grady Way, Renton, WA 98055 (425)430-7204 OWNER VVPSH/AI6TON JT/,7'TC 'DE/12)27WCNT or_ (/ANSaer/1T/ou' o7Glo - WO. 9SY/ Telephone ADDRESS OF PROPERTY: c)Tf1reZ.7( /67. • 7•yaS✓e. i Sego(ower Zip Code LEGAL DESCRIPTION OF PROPERTY include King County Assessors#: S jZ /67 (attach separate sheet of paper if necessary) NAME OF PROJECT: SIV/6,7 I-'�OS Vic. Jt 9d0 ('a uPLe r APG OVegunt APPLICANT: W5Ln i (BRuce �A,eRA2) 26 "No-y5y( • Telephone BUSINESS ADDRESS:: 1570 j)AVJo,,//AVE M5•/38 98/33-97X • Zip Code Telephone Attach a separate letter stating in detail: 1. The request 2. Applicable City Code 3. Items and quantities involved • 4. Justification for request 5. Time allotment required for request. Attach a 1"= 100' drawing of your site and mail the completed application and map to: CITY OF RENTON Board of Public Works Paul Lumbert,Coordinator 1055 South Grady Way Renton,WA 98055 You will be contacted if application is incomplete or if additional information is required. COMPLETED applications received by 5:00 Mon. - 7 will be placed on the agenda approximately 2 weeks • from that date. Applicant's Signature A---/ [Office Use Only] DATE OF FILING: /.,,Z,/(p/99 DATE OF HEARING: 3/A 4.o DEFERRAL ( ) New ( ) Extension VARIANCE (vYNew ( ) Extension Offsite ( ) .UNDERGROUNDING ( ) ,DRIVEWAY Onsite ( ) SLOPE GRADES (•/1"NOISE EXCESS R/W ( ) 1-1:\FILE.SYS\FRM\8IBPW\0020.DOC1 FORM 81/0020 10/97 • Washington State Northwest Region 1 Department of Transportation Sid Morrison Secretary of Transportation DEVE1-OPMENT SERVICES CITY OF REt ON December 2, 1999 1999 SEC 0 6 Jana Hanson C��I� I� �'D Board of Public Works Director F V City of Renton Renton City Hall- 5'h Floor 1055 South Grady Way Renton, WA 98055 Temporary Noise Variance Request SR 167 1-405 Vic. to SR 900 Couplet ACP Overlay MP 25.00 -MP 27.28 OL 3704 Dear Ms. Hanson: The Washington State Department of Transportation(WSDOT) is planning to complete roadway resurfacing on SR167 in the vicinity of I 405 to the SR 900 couplet. The proposed project involves grinding the existing pavement and resurfacing. This project is being conducted to resurface this section of pavement. This project will be located in the city of Renton. The resurfacing work will be located on SR 167. In the northbound direction the resurfacing will start at MP 25.00 to the south curb of 2nd Street at MP 27.28. In the southbound lanes,the resurfacing will begin at the Grady Way intersection and extend north to 2°d Street at MP 27.28. Attached is a vicinity map showing the project location, plan sheets showing the paving plan, and the Application for City of Renton Board of Public Works form. Expected project generated peak noise levels are also included. Repaving work will require lane restrictions while grinding and repaving is being completed.,,WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. Additionally, this will facilitate public and worker safety. Ms. Jana Hanson December 2, 1999 Page 2 The estimated construction time for'this project is 80 working days and is scheduled to be completed between April of 2000 through December 2000. This project is scheduled to go to advertisement on March 6, 2000. Information regarding traffic control and equipment data for this project is attached. Project operations will include grinding,jackhammering, asphalt compaction, sawcutting and overlaying pavement along SR 167. Additional activities will include striping and other miscellaneous work associated with pavement repair. The work will take place in both the northbound and southbound directions of SR 167. Night work will be performed at different time intervals for each direction of traffic. Equipment to be used may include,but is not limited to, pavement saws, paver, pavement grinders, jackhammers, compaction rollers, generators, trucks, lighting equipment, and striping equipment. The WSDOT requests that the Renton Board of Public Works consider and grant a 65 day noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-7-2 allowing work at night. We request a window in which to use the issued variance nights beginning April of 2000 and to continue through December 2000. We propose the following measures to minimize impacts: A. A WSDOT person well versed in noise mitigation measures will conduct a training session with project inspector and contractor personnel. This session will include the requirements of the variance, construction equipment involved, ways to keep the noise to a minimum, and consequences of failure to comply with the variance. WSDOT will submit a confirmation document to the City noting all WSDOT and other inspectors who attend this training. In addition to providing the training, WSDOT shall grant the necessary authorization to have an acoustics expert/inspector on site at all times to ensure immediate enforcement actions of all mitigation measures. B. All required backup alarms to be used at night will be the least obtrusive OSHA approved ambient sensitive type. C. All truckbeds used in the removal of debris will be lined with rubber to reduce noise impacts. D. With regard to material removed or placed during grinding operations, any material spilled on the roadway surface shall be removed by sweeping. No scraping type equipment shall be used. E. Stationary equipment such as light plants, generators, or any other shall be shielded from residential areas. The required equipment shields will be fabricated, by the contractor(s), per specifications(included in the project plans). OL3704.doc Ms. Jana Hanson December 2, 1999 Page 3 F. Weekly reports shall be submitted by applicant providing information on complaints/problems/resolutions and indicating the number of accumulated nights used through the duration of the project. G. A 24 hour notification phone number shall be posted for residents to call in complaints or voice concerns. H. After two (2) substantiated continuing complaints are received and reviewed, the State may be required to accomplish testing in the bedrooms of affected residents. If tests are above 52 dBA during construction, then the State will be required to take further mitigation measures such as, but not limited to, insulating the windows or providing motel accommodations. Please schedule a hearing for this request. My office will initiate the notification requirements per City of Renton instructions. If you have any questions please call me at (206)440-4546 or Janelle Hitch at(206)440-4541 Sincerely, • BRUCE P. FARRAR Air Quality and Special Studies Program Manager • BPF:JCH Attachments cc: G.L. McKee MS 138 Joe Scanlon MS 51 Don Wills MS 111 Day file file • OL3704.doc Ms. Jana Hanson December 2, 1999 Page 4 PROJECT GENERATED PEAK NOISE LEVELS Noise levels diminish with distance. A 6 dBA noise level drop will occur with the doubling of distance from a point 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 object interferes with the receiver's line of sight to the noise source. This attenuation depends on the relative elevation of the source and the receiver and the height and location of the intervening object. The following overview describes construction generated noise levels expected to occur to specific neighborhoods adjoining the SR 167 ACP Overlay project. • The following projected noise levels will result from nighttime activities involving grinding, sawcutting, overlay placement, striping, and other miscellaneous work associated with pavement repair on SR 167. Noise levels resulting from the subject project's repair activities will generate peak noise levels of 85 to 90 dBA as perceived at' -50 feet. Prbject generated noise levels are expected to be as follows: SR 167 South of SR 405 Interchange The area to the south of the SR405/SR 167 along SR 167 is industrial, commercial or undeveloped to the west. To the east there is a residential community above SR 167. These residents benefit from their line of sight interruption to SR 167. This"top of cut effect" results in an approximate 10 dBA noise level reduction. The closest residence is not closer than 500 feet from the roadway, distance attenuation will result in at least 20 dBA reduction. Additionally,there is a densely wooded area separating the residence from the roadway. This line of sight interruption provides an additional attenuation value . of 8 dBA. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise levels of less than 50 dBA in this area. SR 405/SR 167 Interchange The Lake Avenue South/South 14th Street neighborhood lies southeast of the SR 405/SR 167 interchange. Distance attenuation(500 to 800 feet from the work site to residences) will result in a 20 to 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. The project activities are expected to generate peak exterior noise levels of less than 50 dBA and up to 69 dBA(to front line receivers). Other homes in this neighborhood are more distant from work activities, work generated noise will not be perceptible to these 3"1 and 4th row residences. The 12th and 13th Street neighborhood lies adjacent to and northwest of the SR 405/SR 167 interchange. There are five remaining residential dwellings in this neighborhood that OL3704.doc Ms. Jana Hanson December 2, 1999 Page 5 would be affected by this project. Distance attenuation (500 to 800 feet from the work site to residences) will result in a 20 to 24 dBA reduction. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise levels of less than 50 dBA to 69 dBA. A Holiday Inn hotel lies adjacent to the northeast of the SR 405/SR 167 interchange. The rooms along the south and west wall would be most affected by this project. Distance attenuation (100 to 400 feet from the work site to hotel) will result in a 6 to 18 dBA, reduction. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise levels of less than 64 dBA to 76 dBA. •SR 167 North of SR 405 Interchange The Shattuck Avenue South/South 7th Street neighborhood lies east of SR 167. Distance attenuation(400 to 800 feet from the work site to residences)will result in a 18 to 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing,further attenuation benefits of 8 to 10 dBA. The project activities are expected to generate peak exterior . noise levels of less than 50 dBA and up to 70 dBA(to some first row residences of Shattuck Avenue and S. 4n' Street). Other homes in this neighborhood are more distant from work activities, work generated noise will not be perceptible to these 3'd and 4th row residences. The SW Sunset Boulevard/Langston Road neighborhood lies west of SR 167. Distance attenuation(approximately 800 feet from the work site to residences)will result in a 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation • benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise levels of less than 50 dBA and up to 66 dBA(first row residences at Langston and Sunset). The Hardie Avenue SW/SW 2nd Street/SW Victoria Street neighborhood lies west of SR 167. Distance attenuation(400 to 800 feet from the work site to residences)will result in a 18 to 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise levels of less than 50 dBA and up to 72 dBA(to front line receivers). The West Wind Motel lies adjacent to the east of SR 167. The rooms along the south and west wall would be most affected by this project. Distance attenuation(approximately OL3704.doc Ms. Jana Hanson December 2, 1999 Page 6 400 feet from the work site to motel) will result in an 18 dBA reduction. The line of sight interruptions at this location will provide and additional 5 to 10 dBA reduction. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise levels of less than 55 dBA to 70 dBA. OL3704.doc 5/lichere Flanagan - Fwd: Re: BPW Finc >and Coricfusioris µ `" Pageµ1 From: Jana Hanson To: Flanagan, Michelle Date: 3/6/00 9:31AM Subject: Fwd: Re: BPW Findings and Conclusions M, please add the attached to the decision. If you have questions regarding the condition, ask Dave C. it should have come out clearly in the minutes. Thanks • RECEIVED MAR Q 6 2000 CITY OF RENTON PUBLIC WORKS ADMIN. 1. The Board of Public Works has found that the granting of the noise variance to the W.D.O.T. is necessary in order to allow roadway resurfacing of SR 167 in the vicinity of south of I-405(M.P. 25.00)to the SR 900 couplet. 2. The Board finds that the applicant's proposed mitigation measures along with the conditions imposed by the Board as part of the decision,are reasonable and will provide some relief to property owners that will be temporarily impacted by the noise generated as a result of the construction activity. 3. The majority of the Board agrees that the impacts that will result if the variance is denied out weigh the temporary inconvenience that will impact the residences and Holiday Inn and that impacts will be unavoidable in order to complete resurfacing work that will provide regional benefits once completed. RECEIVED MAR 0 6 2000 CITY OF RENTON PUBLIC WORKS ADMIN. PLEASE PRINT 3/2/00 • W.S.D.O.T. - Roadway Resurfacing on SR-167, I-405 = SR,.900 Couplet. 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I dy J/ / �1119../ 710 'JQ1 vlialbpwrw f j DRAFT BOARD OF PUBLIC WORKS 7:00 p.m. Renton Municipal Building Thursday,March 2,2000 7th floor Council Chambers IN A 1 TENDANCE: Jana Hanson, Chair Larry Meckling,Building Official Dave Christensen,Utilities Systems Jim Gray,Fire Prevention - Dennis Gerber,Police Paul Lumbert,Board Coordinator-Absent Mickie Flanagan,Recording Secretary VISITORS: Marcie Maxwell,Chamber of Commerce Bill Weise,Holiday Inn Select John M. Creery,W.S.D.O.T. Bruce Farrar,W.S.D.O.T. Ali R. Amiri. W.S.D.O.T. Kevin Hall, W.S.D.O.T. Juan Reyes, W.S.D.O.T. Janelle Hitch,W.S.D.O.T. Lynn Acuna David Jackson Diane Jackson MINUTES 1. CALL TO ORDER: Chair Jana Hanson called the meeting to order at 7:00 p.m. The Board of Public Works staff was introduced to the audience. Ms. Hanson stated an Appeal of the board's decision would be considered by the City Council; however,no further testimony may be given. 2. REQUESTED ACTION: PUBLIC MEETING - VARIANCE TO NOISE ORDINANCE,W.S.D.O.T. - Roadway resurfacing on SR-167 in the vicinity of I-405 to the SR-900 couplet. • Request: The Washington State Department of Transportation requests that the City of Renton Board of Public Works consider and grant a 65 day, nighttime noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8- 7-2, allowing their contractor to work between 8:00 p.m. and 5:00 a.m. (actual variance time is 10:00 p.m.to 5:00 a.m.). These nights will be interspersed throughout the contract, which is from April 2000 through December 2000. Board of Public Works Minutes March 2,2000 DRAFT Page 2 Justification: Repaving work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large-scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. Ali Amari, WSDOT Design Team Supervisor, 6431 Corson Ave. S., Seattle, WA 98108, gave a brief project description. Mr.Amari stated that daytime work would double, (possibly triple)as well as the project cost, due to traffic disruption. Jana Hanson, Development Services Director, asked how long the grinding operation only would be from milepost 25 to I-405, and Mr. Amari stated it would take three (3)nights and would cover approximately 6,000 feet. Bruce Farrar, WSDOT Air Ouality and Special Studies Program Manager, 15700 Dayton Ave.N., MS-138, Seattle, WA 98133-9710, addressed noise levels. The Talbot Crest area is from 520 to 840 feet from the SR-167 work corridor. A worst case scenario would be 90 dBA at 50 feet from the work site;however,this rarely occurs. Exterior noise levels were monitored and found to be between 65-70 dBA. Going north to Lake Ave.,the project corridor was between 400 and 800 feet. The worst case exterior noise levels tested at 66-72 dBA. Going west,to the other side of the work corridor, hotels tested were Larkspur Landing, Hilton and Travel Lodge,with 69 dBA at the Hilton, 65 dBA at the Larkspur Landing, and the Travel Lodge is 1200 feet away from the project limit. The Holiday Inn/Rainier Ave. work corridor is the closest at 75 feet with an exterior DBA test of 83-84. There was discussion of interior vs. exterior noise levels as well as ambient travel and attenuation factor levels. The northbound lane ramp has a Jersey barrier,which takes 5 points off a tested dBA. David Christensen, Utilities Systems,asked Mr. Farrar if he had evaluated the work on sheet P-9 of the Paving Plan for the off ramp from I-405 to SR-167,with respect to the Holiday Inn Select. Mr. Farrar indicated he did not evaluate this and that the rooms with the most impact would be the ones facing south and those on the upper floor level. Jana Hanson, Development Services Directors asked if noise measurements were taken along Shattuck Ave. Mr. Farrar stated they had not; however the dBA is less than the Talbot Crest neighborhood. An estimated exterior dBA would be 65. Receivers on the east side of Shattuck would not be affected by nighttime construction operations. A few residences on the top of Shattuck Ave. would be Board of Public Works Minutes March 2,2000 DRAFT Page 3 65-70 dBA. North of Shattuck there is 4-5 homes with very limited noise levels, and behind Lake Ave. will not be impacted by construction efforts. Dennis Gerber, Police, inquired as to when the nighttime noise level becomes daytime ambient noise again. Mr. Farrar suggested 6:00 a.m. until 8:00 p.m. John McCreerv, Chief Inspector for the project estimates it would take 7 nights of grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7`h St.). David Christensen,Utilities Systems,asked if traffic control measures were the same for grinding and paving. Mr. McCreery indicated they are the same, and those two lanes of traffic would be reduced to one wherever they were working. David also asked if weekend work was evaluated in their planning process. Juan Reyes, W.S.D.O.T. stated that traffic volume is almost the same on weekends. It is a little less from 6-9:00 a.m., but after 9:00 the volume is very heavy. Jana Hanson,Development Services Director asked what the impacts would be if the variance was denied. Mr. Reyes indicated there would be massive gridlock all the way to Kent, and the worst area would be north of Grady Way because of signalized intersections. Jim Gray, Fire, asked how interior noise measurements were taken, and if W.S.D.O.T. has considered closing the entrances at I-405 and SR-167 for an entire weekend to perform this work only. Mr. Farrar said the measurements are taken with the windows closed. Mr. Reyes responded that freeway weekend closure would only re-route people to SR-181 and that Sunset Blvd. exits would be used to get through Renton and hook back up. David Christensen,Utilities Systems,requested an estimated time frame of the minimal amount of days to get the work completed through the 800 feet at the Holiday Inn. Mr. McCreery stated if a second grinder were used, four days to grind and 4 days to pave. They also discussed working a couple of nights at a time. The additional equipment would make the project more costly. Larry Meckling,Building Official, asked what the closest distance a residence was in the Talbot Crest and Shattuck work corridor. Mr. Farrar said 520 feet in Talbot Crest and 400 feet at Lake Ave. The"line of site"(trees and foliage), is minimal in the residential areas. Mr. Meckling inquired as to what an average dBA would be during grinding operations. Mr. Farrar said it would be below 65 dBA on average at a single receiver. Jim Gray,Fire asked if any measurements were taken in the Talbot Crest neighborhood. Mr. Farrar stated only ambient, and that at 2413 Talbot Crest Dr., the exterior level was 68 dBA at 3:00 p.m. for daytime traffic (600 feet from work • Board of Public Works Minutes March 2,2000 DRAFT Page 4 corridor). The middle range of Talbot Crest is from 520-840 feet from the work corridor. Dennis Gerber, Police asked if in Talbot Crest, with closed windows, would the noise be the same as the hotel interior. Mr. Farrar stated that it would be reduced by 1/3 if they have double insulated windows. The dBA would be approx. 25 and without double insulated windows it would be approx. 20 dBA attenuation. The interior noise at daytime construction peaks would be less than daytime ambient traffic. Semi's register 93-95 DBA at 50 feet and WSDOT work efforts will not be that loud Jim Gray, Fire asked how much longer it would take if WSDOT were limited on construction time between 7 a.m. and 10 p.m., from Talbot Crest on up to the I-405 interchange. Mr. McCreery indicated the cost would go up during the daytime. Closing a shoulder plus another lane would allow no where to do the work with two lanes open. Jana Hanson,Development Services Director, asked if with the windows closed at the nearest work corridor homes in Talbot Crest, would it be below the thresholds of standards for a noise variance. Mr. Farrar indicated it would be very close to approved levels. If the home had double insulated windows, it would come in under regulations. Jim Gray, Fire expressed concern if the work activities were done in wanner weather,the windows would most likely be open. Jana Hanson, Development Services Director asked what would be the soonest WSDOT could begin construction before the summer months. Mr. McCreery indicated the second week in May for grinding operations from Talbot Crest to 1-405 interchange. Mr. Farrar stated they could accommodate scheduling mandates if they are made a part of a Variance Agreement; otherwise WSDOT cannot tell the contractor what to do. Chair Hanson opened the meeting to public comment at 8:00 p.m. Marcie Maxwell, Chairman of the Board of the Renton Chamber of Commerce, 300 Rainier Ave. N., Renton WA 98056. The Renton Chamber of Commerce represents over 500 businesses in the Community. Ms. Maxwell is also the Chair for the Renton Lodging Association. On behalf of these two organizations, Ms Maxwell opposes this application by WSDOT. She requested the Board to implement restrictions on all nighttime construction in the vicinity of the Holiday Inn Select,the Hilton Gardens and Larkspur Landing hotels. While they realize the need for roadway projects that minimizes traffic congestion, she reminded the Board that hotel customers also have a need for peaceful surroundings. The Holiday Inn has a$1,000,000 contract with a major airline,which is 20%of their Board of Public Works Minutes March 2,2000 DRAFT Page 5 entire annual revenue. She suggested that the DOT meet with the hotel managers and decide upon what would be acceptable and favorable to the hotel guests. Jana Hanson,Development Services Director asked Ms. Maxwell if given the WSDOT testimony of interior noise at 43 dBA in the Larkspur Landing and Hilton Gardens hotels, does that change her testimony at all? From what she heard and understands, she feels it will contribute to a loss for our hotels in Renton. Bill Weise, Manager, Holiday Inn Select, 1 South Grady Way, Renton WA 98055. Guests at the Holiday Inn have expectations of a clean room, friendly service and a good nights sleep. If they have any problems,they get a free night stay. Corporate travel is 70%of their business,the airlines is 20% and families are 10%. An average stay is 2 nights,with 2+guests. Northwest is the airline they have a contract with and accommodate 25-40 guests nightly. There is a stipulation in their contract that states if they are unhappy with any of the hotel features;they can cancel within a 30-day time frame. There is increased competition in the area and the hotels are struggling. The Holiday Inn contributed $56,000 last year from the hotel tax in an attempt to attract more people to the City of Renton. Much of the structure is exposed to the freeway on both sides. Mr. Weise asked WSDOT for a comparison noise for the different dBA levels. Bruce Farrar stated an ambulance is approximately 86.8 dBA; vehicles at 20-25 mph are 60 dBA; a refrigerator would generate 45 dBA; and normal nighttime ambient noise is 52-55 dBA. Mr. Weise gave an estimate of guests that stay during the summer months, which is 90%of their business from April to July. Mr. Weise feels the hotels generate a lot of state and city tax money for the city and that they grossly oppose this application. The nature of his business is a good night's sleep. Jim Gray,Fire offered an example of a fire alarm test to wake someone up is 70 dBA. Bruce Farrar, WSDOT,offered more examples of typical noise levels: A jet airplane, 140 dBA; heavy truck, 90 dBA; garbage disposer, 80 dBA; vacuum cleaner at 20 feet, 70 dBA; airconditioner at 20 feet, 60 dBA; light auto traffic, 50 dBA; and a whisper is 25 dBA. David Jackson,2419 Talbot Crest Dr. S., Renton WA Mr. Jackson indicated on a map where Talbot Crest Dr. is and the neighborhood he lives in. He also thanked the Board for having another meeting on this application, allowing others to present additional information. Mr. Jackson read into the record a Petition in opposition to specific noise-producing activities for the WSDOT SR-167 pavement overlay construction project. (The Petition is attached as Exhibit 2 of these Minutes). All of the neighbors they contacted were supportive of this . J Board of Public Works Minutes March 2,2000 DRAFT Page 6 Petition. The Board as part of the record accepted the WSDOT Mitigation Measures. Mr. Jackson would like to know what the impacts would be if the work were moved to daytime,and suggested WSDOT submit a cost estimate. He further urged the Board to have the work be done in the daytime hours from milepost 25 to the I-405 interchange. He believes 65-75 dBA is intolerable, and would not allow one to even talk on the telephone. He encouraged the Board to require a technical report from WSDOT before granting this variance. Mr. Jackson also asked for clarification of lane closures. WSDOT has not taken any nighttime measurements in the Talbot Crest neighborhoods. The neighborhood has experienced noise levels from a previous WSDOT project of SR-167. Residents should have the right to open their window if they so choose. If the paving is done in warm weather,they can't. Mr. Jackson urged the Board to understand their hardship. Diane Jackson, 2419 Talbot Crest Dr. S., Renton, WA Ms. Jackson has lived in her Talbot Crest home for 17 years. In the early a.m. hours it is really bad and now with this project, she will have to listen to it all night. Airplanes have recently been flying over her home in the evenings as well. Her double pane windows do not help the noise. There are no current studies for nighttime noise levels, and last year when work was being done on SR-167 Ms. Jackson offered her home for a study. She left her name and address w/WSDOT and has never been contacted. For the record, Ms. Jackson requested that she be notified when grinding will be occurring near her home. Her home is at a 500 foot elevation and noise is carried upwards into the residences which greatly impacts the noise level. She would like the Board to consider this when reading the submitted Petition. Bruce Farrar, WSDOT gave a rebuttal to the requirement for a technical noise report for this project. The type of report as referenced in the submitted Petition this evening, is for a Type 1 project,which increases highway capacity. Traffic noise increases resulting from completion of a Type 1 project. Mitigation is usually a noise barrier. This project is not a Type 1 project and is categorically exempt from SEPA, WAC and Federal regulations. Ali Amiri, WSDOT, commented that the WSDOT Traffic Engineering Division `recommended that operationally,the work should be done during nighttime hours. The cost would triple and a massive detour plan through the City of Renton,was not a workable resolution. John McCreery, WSDOT,stated it would take 4-5 nights to do 2 nights of work, and that extensive modifications must be made to move traffic over. It is much more economical to do it all at once. Board of Public Works Minutes RAFT March 2,2000 Page 7 Bill Weise, Holiday Inn Select,took exception to WSDOT inferring nighttime work was a"no brainer". He feels it shows a lack of concern for businesses and residents of the City of Renton. David Jackson, 2419 Talbot Crest Drive S., Renton WA also took exception to the comment"no brainer", and feels WSDOT is displaying arrogance in suggesting their lack of analyses is now our problem. The issue should be what is the best resolution for the City of Renton, its businesses, and residents. Chair Hanson closed the public meeting at 8:50 p.m. MOVED BY CHRISTENSEN,SECONDED BY MECKLING to approve the request as submitted by the applicant to include Mitigation Measures A-H, (attached as Exhibit 2). An additional measure shall be imposed as "Mitigation Measure I"which will read as follows: Applicant shall be required to give ten (10) days prior notification to two individual groups: 1)the Holiday Inn Select; and 2) the Talbot Crest and Shattuck residential neighborhoods. FURTHER,that the night work within the are of the Holiday Inn Select be limited to a maximum of no more than (6) nights; the portion of the work through the freeway section be limited to a maximum of four(4) nights. MOTION CARRIED with Jim Gray voting nay. 3. ADJOURNMENT: The meeting was adjourned at 8:51 p.m. DRAFT Motion of 3-02-02 WSDOT Noise Variance Meeting: • MOVED by Christensen, seconded by MECKLING to approve request as submitted by applicant to include Mitigation Measures A-H. An additional measure shall be imposed as "Mitigation Measure I"which will read as follows: ...Applicant shall be required to give ten(10)days prior notification to two individual groups: 1)the Holiday Inn Select; and 2)the Talbot Crest and Shattuck residential neighborhoods. FURTHER,that the night work within the area of the Holiday Inn Select be limited to a maximum of no more than(6)nights;the portion of the work through the freeway section be limited to a maximum of four(4)nights. MOTION CARRIED with Jim Gray voting nay. / 2J JAN-24-00 MON 10: 10 AM WSDOT(34YTON 5TH PLR FAX NO. 2064404805 P. 1 � Transmittal State �I/ Department of Transportation Facsimile :ATE TIME NO.OF DACES(Ines.Trans.) lt2w /oa /DA 414 ❑ Call for Pickup ❑Deliver O :RCM M�cKi� M—R&./ A 4/•/ J&,i /' 71-4 .. CAT`.cN CArICN — Cr rt./ of N70>J 01Sr- /GCE.F.CNE NC. =AA?'CNE NG iCiCa�iCNE`10 :AX?HONE NO. Nzs '/30 ^ 739V : `';? - '/.3'o- 72,1/ 206- L/Yo- 46-9/ C..".MMENT$ INtag I c - beric.67 SENT 7-AW J Iff r )246-45 ter ME 411 ed ons/(,, /,tJF6v2 M 47d itJ mA1 P L/1v & 'ID ,C5 01,-(1C X/ StPoa SrtA77D4J • NOTICE: Some fax machines produce copies on thermal paper. The image produced is highly unstable and will deteriorate significantly in a few years. This record should be copied on a plain paper copier prior to filing as a record. CT Form 7O3Q50 cF Rahsoo SBM Y CITY OF RENTON + + BOARD OF PUBLIC WORKS Jesse Tanner, Mayor February 28,2000 Washington State Department of Transportation Attn: Bruce Farrar,MS NB 82-138 15700 Dayton Ave.N. PO Box 330310 Seattle WA 98133-9710 SUBJECT: REQUEST FOR NOISE VARIANCE SR-167,I-405 VIC.TO SR-900—ACP OVERLAY OL 3704 Dear Mr.Farrar: Per our telephone conversation,this letter is to confirm that a date has been set for a Public Meeting to be held March 2,2000,for the above referenced W.S.D.O.T. project. The meeting will begin at 7:00 p.m. and will be held in the City of Renton Council Chambers. Sincerely, Mickie Flanagan,Recording leer-tary Board of Public Works cc: Board Members Paul Lumbert Janelle Hitch,W.S.D.O.T. 1055 South Grady Way - Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 Document2\cor • • • • • • • • . . • • • • • • • • • • • • • • • • • • • . . • . . • • • • • • • • • . • • • •. • • • • • . . „ . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • - • • . . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • , • /140A0 tal2els ...41/0D/CA7T . DUPL.) CATE-S — DUPL./ cATE MAit_iAJOLS AVo/DE12). • • • • • • • • • ------ ----- BATCH - NUMBER: PH . CCMMENTS - 1 * CUSTOMER. NAME WSDOT • • - • +.7- .1, t 000720-0003-06 • 000720—0004—05 , • COORS IF MART . 2606E0 SAFEWAY INC 931653 • 150 Sk SUNSET BLVD . C/C C P 1 5. 41563 - RENTUCUA . • 98055 1e50 -KT . DIABL0 BLVD 0250 • WALNUT 0PEEK . CA 94596• • .000720—0060-06 • 000120-0101—C7 FACILITIES 8 OPERATIONS CTO 3540 _ TEE JESSIE MACRIS TRUST 9D0919 ' OFFICE CF THE EXECUTIVE DIP C/C SCHOEN FRED, TRUSTEE 300 SW . TTH 51 • 1218 3RD AVE STE 2000 RENTON WA 98055 2 SEATTLE WA . 98101 - 000720-01 '—SE • 000720-0115-01 THE JESSIE MACRIS TRUST 900519 SENS GENE F+HUCNO I . 840796 C/0 SCHOEN NEC, TRUSTEE ' 7259 5 SUNNYCREST RD 1218 3RD AVE 1E 2000 SEATTLE. WA 98178 SEATTLE kA 98101 : • . _ • 00072C2\0, 16-0C , 000/20— , 19-07 ,16 , SENS GEN - P NJONG I 8401196 SAFEWAY • NC SI t 1563 , 802198• 7255 5 SUNACREST RD C/C CPIs '',5EAITLE WA . . 98113 1850 META CBLVE• 4250 en=cv quqqA 000720—Ci123-03 ' { . C00720-012 0 _ SYEINER FREDERICK JsLJ IAL 179'999 �; i F1RSTIN , BK —KIRKLAND . 77249E 14610 5E 164TH PL WELLS FARGO BANK. — 92685 RENICt WA .98058 j PG BCX 63931 SAN FRANCISCO CA 94163 1 000720-0126-06 000720-0131-C1 . ANNA MALESIS L.L.0 709999 BAREI ARS UMBERTO' - i 261 TAYLOR -AVE j • 322 5 15TH 51 R ENTON UA • 98C55 1 l R ENTON WA 98055 - 000720-0132—UC ' i 000120-0133-05 4CDCiI44LD i(C.fNIE A+t UBERTA K249999 j 51E.IiIER FRED 920138 216 NL 5TH ST 111 5 3R0 ST ' RENICK IIA 98055. i RENTON WA • • 96055 000720-0142-08 i 000 —0-0149-01 2ERIAIC3 ALIO L 651072 ! NEL N WALLACE . 019999 205 5 3RD 51 ! 16238 M,AILCCK BRADY ROAD ' ' RENIC(. WA 98655 ELMA Si 98541 000720—C151-06 000720-0165—00 NEL5UN .UALLA.CE 019999 FIRST INTER BNK—KIRKLAND . 772498 10238 SATLCC4Y BRADY ROAD WELLS FARGC, BANK.— 92685 ELMS WA 98541 PC BOX 63931 SAN FRANCISCO CA 94163 000720-0112-01 000122 —0173-00 LI6HTFCCT . J0SEPH+MARYLYN . 0 959999 4CtO ' LD RCNN'•IE A4R01iERIA K249,9.99 330C ISLAND CREST. WAY . 216 NW 51H -51 MERCER ' ISLAND MA 98C40 REi1TCN A 98055 ' , 000720-0186-03 000720-0190-09 • CI1Y CF SEATTLE SPU 980754 . ! j M.AL€SIS ENTERPRISES 801237 REAL PROP WIR I . 12865 .SE 223RD FL 710 2R'D AVE 10TH FLOOR , j KENT -UA . 98031 SEATTLE WA 98104 ! . 00072 0199—00 ( 000120-0209-08 ' j SAFEia Y INC 41563 . 872.271 - FRED MEYER INC 350579 % (FT'S TAX LEFT , j 1850 MI ABLE) BLVD 4250 i PC BOX 42121 WALNUT. CREEL( CA 94596 PORTLAND . OR 97242 . ' 000726 21/-04 ii COC72 . 0212—C3 - SAF.EW A \ INC STORE 00489 820259 SAFEL Y INC . • 931651 . C/0 CPI ! C/C C : 1 : 5-41563 1650 PIT D ABL0 BLVD 4250 i 1L'S0 IST. . ABLC B1411- .4250 WALNUT CREEK CA 94596 j WALNUT CR EI:_ CA 94596 - i 125380-0C10—C3 . 125,380-0015-08 ' , MOTOR FREIGHT LLC . 7D2335 I GIAN • FMILY LTD PTNRSHP: THE 962629 C/C WAHL 6 A.SSCC 4818 . aE MERCER ISLAND` WAY . 1001 F.AIKVIEW AVE N 41400 MERCER. ISLAND -WA . 98040 SEATTLE. WA 98109 . 125380-0C20—C1 12538C-0021—00 ' • . UNITED. TILE CORP 611232 PUGET SOUND ENERGY/ELEC . 790503 3435 SE 17Th AVE PROPERTY :TAX DEPT PORILAND OR 97202 I PCs 2QX. 90868 BELLEVUE. WA . 98009 125360-0030-09jI 1253 0-0032-.07 LECUYER FAMILY L L C / ATTN669999 I i LEC ER FAMILY L L . C . / : ATTN689999 2111 SUNSET AVE SU 2111 —UNSEL A1iE SW i SEATTLE WA 98116 SEATTL A/ill 98116 1 125380-0034-05. 1253843-0 5- YALE MATERIALS HANDLING g 549599 ' LECUYER k, LY . L L C : / . ATTN689999 i 7001 . NE COLUMBIA BLVD 1 I 2111 SUNS 7 AVE- Sid PCR1LAM3 CR 97218 1 ! SEATTLE . WA 98116 I ' 125360-0032-0 125380-4034 C5 LECUYEk FAMI Y L L C / 67711689599 ' ; YALE NATER LS HANDLING NW 589999 2111 5 USET A • SW 7001 NE COL BIA. BLVD SEATTLE WA 98116 PORTLAND CR. 97218. . 125380-0110-02 ` . 179060-0010-07 CGRR—FRC ASSOCIATES LLC 859599 STRINGFELLC . EWING 875461 3701 5 NORFCL1C PC BOX 393 SEATTLE WA 96118 NORTH $ENCS WA 98045 ' 182305-9009-00 - 182305-9011-06 GIR1 . JAMES E VINOO V ' 850257 BRANDT PA1RICIA , J+BU1FKER. NA73A004 ' 2314 S ANGELINE ST 1814 WHITMAN NE CT SEATTLE WA 96108 RENTON WA 98059 182305-9C12—Q5 . 182305-9013-04 - GOBEN WILLIA 1. f+BOGE5,CA 1CL189S99 MEYER DOROTHY A 909999 ' 180 HARDIE AVE SW 14611 SE 267TH ST RENTON WA 98055 KENT WA 98042 182305-9015-02 ' 182305-9011-00 MOORE JOHN E . 0518 , � HEALTk. CAKE PROP/INVESTORS 920035 13249 9157 50 i1 C/O E( ERITIfS . CQRP • RENTON WA 98055 i I 3131 ELLIOTT AVE . Z500 i SEATTLE WA. 98121 182305-5018-09 I ! 182305-9020-05 ROSE €CNT 4 ASSOCIATES 740E71 S ITh WILLIAM R 500918 1000 2t.L AVE STE 3950 I { 20505 298Th AVE SE SEATTLE WA 98104 � i MAPLE VALLEY WA 98038 182305-5021-04 . -1 182305-9033-00 GALV'IN. CHARLES f4 ! � MA-LASPINA . 6 CO INC . 519999 i 8926. S 134Th: 309 5 CLOVERDA.LE ST : C-1 RENTON WA : 94055 , i ' SEATTLE WA . - . . 98106 I 18230:. 9034-09 182305-903.8-05 i FRED -EVER INC 350579 ' ! BRIDGE ROBERT 805002 • TAX DE ! DIA KCB CO Pit BOX 4 121 PO ' BOX 1055 PORTLAND CR 97242 ! RENTON WA . .. .. 98057 1823175-51144-01 182305-9052-06 FAKHAR2A.DEH M .HAOI 66015.8, BLRL1NGT0N RTHRN . SAL\LT,A FE715175 PO BOX 74404 . 1 TAX DEPT SEATTLE WA . 98178 17430 E GOLF RD 44017 SCHAUMi3URG IL • 60173 H 182305-9062-04 ' 1 182305-5063-03 - S E W PARTNERSHIP . 774041 iI SNYDER RICHARD 14 • ' 999999 720 - RAINIER AVE S 1 : 5411 154TH AVE SE REIZ10N WA • 98055 H BELLEVUE WA 98006 182305-9067-09 1 182305-5069=07 DEN1Y5 INC 840508 ! : CHRYSLER REALTY CORPGRATION670023 a RASH ; 200-47-01920 • . TAX AFFAIRS 483-00-33 PO BOX 1600- ; 1 800 .CHRYSLER DR ROWLETT TX 75088 ii AUBURN HILLS MI ' 48326 182305-9070-04 . . 182305-S07: 3 . I TON IN FRANK J C63E50 1 31059000'...85TE41563 970348 330C MAPLE VALLEY HWY I1 C/O CPIS RENTON kA 98058 2850 KT LIABLO BLVD. A25G WALNUT CREEK CA 94596 18230 "-SC/3-01 iI 182305-5074-00 MEYER LCRUT +.Y R 909999 I KROSkALD PROFERTIES . L L C 869999 .14611 267TH ST 1520 10TH AVE K.Eii7 kA 98042 SEATTLE WA 98122 ' 182305-9016-08 182305-9077-07 . ACCCRL INC . 063649 KWA1 5kUAOi H SIDE R1279 33QC MAPLE VALLEY HWY I I WESTWIND MOTEL RENTON kA 98058 . 7517 SE 7151 MERCER ISLAND WA 98040 ' 182305-9079-05182305-9082-00 EVERGREEN-SUNSET - LTD PTNRSH999999 ; ATLANTIC RICHFIELD COMPANY 873268 200 N MARYLAND AVE 4'261 00487 TAX LEFT •' . . GLENDA.LE CA 91206 ! PO' BOX 512485 I j LOS ANGELES CA 90051 1 182305-9047C5 ; 182305-9089-03 WENLCCr KW LID PKTNRSHP 2N1016 I FIRST BAPTIST CHURCH,. 687777 . A111 TAX DEPT I 255 HARDIE AVE 5 . 1i 0097,9-001 PC BOX . 2S6 { RENTON WA 98055 DUBLIN OH' 43017 ' 182305-9090-00 ' 182305-9092-08 REGIS JOSEPH 210C12 !. � ' IVANOVICh FRANK C JUDITH 8D1112 . C.10C FERN. REGIS 1 . 1.370 . E TREASURE ISLAND DR 15984 NE 15TH ALLYN WA 98524 BELLEVUE WA 98008 . 182305-9093-07 182305-9094-06 • MOYER JACCB. E+VALEN1INE AND9L9999 £VANS * RUSSELL R+KNITTEL MAU3N9999 ' 6925 5 133R0 5T • 217 HARDIE AVE 5W RENTON WA 98178 RENTON WA 98055 ' 182305-9100-08 ! � 182305-9'102-0E CGCiCS ENTERPRISES 202014 SEAQUIST JOHN H C0379 150 . 5W SUNSET BLVD 111 SW. VICTORIA- RENTON WA . 98055 RENT13 WA 98055 182305-9107-01 182305-9112-04 , ROBERTS J BERT 910632 WILLIAMS BRUCE T - 712068 ' 10900 . KAINIER . AV.E S 128 RAINIER AV . 5 . ' SEATTLE WA 98178 I RENOIN -WA 96055 182305-9118-08 182305-9120-04 HOSPITAL DIST 1 440803 GRR:BARINC ADOLPH .. 01274 • 44O RAINIER AVE S ; 176; HARDIE AVE Ski SEATTLE WA 98144 . ! RENTON WA • 980955 182305-9122-02 . . 182305-9123-01 . LEYVA BENILDA+ERLAND0+JUSEF799999 CLRRAN. JACK 73.+IRENE ki 999999 17108 ItiE 35TH ' 10100 MERIDIAN AVE N.4505 BELLEVUE. WA 98008 ! SEATTLE WA 98133 • i 182305-9124-40 ' i . 182305-9125-C9 . I9C3LAN LARRY +539991 I 86240012101 .. . 790278 13525 , 181ST • AVE 5 HAROLD'S AUTO REBUILD RENTON WA 98059 I ! 124 RAINIER AVE S • ' RENT01 WA 98055 - . — 1 182305-9133-09 . I ' 162305-9131 8 WOLF OJI4,41‹. '--- 919999 RYAN PAR . . ATRICIA . 451703 9076 fiCLMAN RD NWPC— BOX 336 , SEAULE WA 98117 ' RENTON WA 98057 • ___=L_______ _:___ .:__ - ' . • ' ' 182305-9135-07 1827405-,9136-06 M0FFAIT ROBERT L(TRUSTEE) ON9999 FR — PAN HENR14SANDRA5N9999 3709 . 11:ER00k AVE S 6803 . 78IH SI RENTON WA 98056 MERCER 5LAND WA . 98040- 182305— 137-05 1823C —913.8-04 , MOFFATT ROBERT L 002E60 • FRIEWN HENRY4SANURA ' 5N9999 ' , 3709 PEA W AVE NI 8603 & 18IH 51 ' s i RENICK WA 98056 , MERCER' 5LANE - WA ' 98040 182305-9139-03 182305-9148-02 USIBELLI ANGELO E DOROTHY 541310 ! SCHWARTZENLERGER • WILLIAM CO279 170 LUSTY LN 1 601 SHATTUCK SI S . . CHEHALIS WA 98532 ' RENTON. WA , 98055 , . 1 , ' 182305-9149-01 1 182305-9151-06 :ROBERTS J BERT 910E37 ' 1 - MOCRE—MARGARET 389999 • 10900 RAINIER AVE S • ' 14401 SE PETROYITSKY—RD 08110 SEATTLE WA 98178 _ ' 1 RENTON WA 98058 ' • 182305-9152-05 - I 162305-915E-01 PORTER W DAivIEL 539999 • KOFFAII ROBERT -L(TRUSTEE) . 0N9999 6921 5 133RE 1 3709 AEALOW . AVE 5 • • . RENTON: AAA 98055 . 1 RENTON WA 98056 . 1 . ' 1823 5-9157-00 182305-9161-04 ' FRE MEYER INC . 350579 . ' POWERS TIMUTOIJ 709999 TAX 0 15414 . 230Th AVE SE — PO BOX 4 121 I ISSAQUAH WA . 98027 PORTLAND OR 97242 ; 1 - . . 182305-9162-03 . 182305-9163-02 WOOLHOU5E - GOROCN + PATRICIA750266 1 LA2OR . 14IRE J 00380 18519 SE 60TH ST • 1 32 SW . VICTORIA ST • ISSAQUAH WA 96027 : . 1 RENTBN WA. 98055 I 1 . I . . . 182305-9164-01 . I 162305-9166-09 FRIEDMAN HEARY4SANDRA 5N9999 I 1 SCHWARTZENEERGER .BILL Z0478 8803 SE 761H. 51 . 601 SHATTUCK AVE 5 MERCER ISLAND WA 98040 RENTON WA . 98055 . , . 182305-9168-07 H -162305-9169-06 SCHAT2 TONY • .00316 . TAX ASSESSMENT ASSOC INC . 4N0699 , 485 RAINIER AVE 5 I I - 1177 NE . LOGP 410. 01250 RENTONAAA 96055 —SAN ANTONIO TX . - 78217 — , ' I 182305-9171-02 11 i82305- 112—C1 • H5UE KNAI4LEE—YOH 079999 . .CHRYSL. REALTY. CORPORATION670023 7515 SE 7151 I TAX AFFA RS -483-00-33 . . . 1 MERCER ISLAND WA 98040 ! I BCC . CERYSL RANI AUBURN HILLS K1 . . 48326 , . 182305-9173-00 0 182305-5179—C4 ! ! RIM 5G—HVUN4YOON-500N . 1W9999 : 1 RIAN. PidgV . FATRICIA 451703 529 51-A7TUCK AVE 5 H P6 BOX 336 RENTON WA , 96055 11 RENTON WA 98057 . I . . ' . _ • . . . • . ' • . . . • • . . . . . . . • . . . . . . . 182305-9180-01 182305-9185- HARUli- MAT KAREN. BELLI __ 900082 . OLYMCALE L L. C 939999 195 151 57 STE 212 GC1` SHAT1UCK . AVE S LOS ALTOS CA 94022 RENICK WA 98055 182305-9185-02 182305-9190-09 CAPLLOT;TO ,LEON S 979599 MENGES .XEITH4I4ICHELLE 999999 4546 CALIFORNIA AVE SW 1825 EDMUNDS AVE NE SEATTLE WA 94116 , RENTON WA 98056 '. 18230 9191-08 182305-5197-02 • RYA1 M AV PATRICIA 451703 K1A7NOMAS K 291131 PG ECX 3.. 201 . HARDIA AVE 5W REt 1Of1 WA 98057 REfi'TOf1 . WA 98055 • 182305-9201-06 ! 182305-9208-09 MOORE P!ADELEINE E 694599 j CITY OFSEATTLE SPU 982628 13249 91ST AVE 5 i REAL PROP WTfi RENTON WA 98055 710. 2110 . AVE 101H , FL SEATTLE WA . 98104 182305-920.9-08 'i 182305-9211-04 WOKE EAIE W V 749599 . CtJRRAN JACK 5 649999 8632 S 134TH 10700 d4ERI1IAN AVE . N 4:505 SEATTLE WA 98178 SEATTLE WA 98133 • 182305-9212-03 j 182305-9213-02 CURRAN JACK B 649599 ; j I?10AS.- IN1EI NATIONAL CORP 975341 10700 I'ERICLAN AVE N #505 I. REAL . ESTATE ACCOUNTING DEPT SEATTLE WA 98333 ! 1300_ ARLINGICN.. HEIGHTS RD ITASCA IL 60143 182305-9215-00 182 \ S-9218-707 : . RRCUNBtJF CO 550119 I FRE 'MEYER INC 350579 TAX 13EP1 ! TAX PT PC BOX 42121 ! Pc BOX 2121 PORTLAND OR 97242 PORTLAND OR. 97242 • 1823 —5219-06 182305-9236-05 FRED ' .EYER INC 350579 ! WARREN LAWRENCE J 8119999 , TAX LE 'T 100 -5 . 2NE 'ST PC LCX 42121 RENTON WA 98055 PORTLAND 97242 1823 5-9038-03 --- i 182305-9258-08 ' . FREE :EYER INC 350579 ERNST . TRLST WASHINGTON : L L 949999 . TAX i3 T 1.2'01 . HELENA ' ST PO BGX 121 LOS.. ANGELES CA 90049 PORTLANE 97242 — 182305-9260-04 182305-5261-03 BRANOAL. PALL R E RUTH E . 0N1052 CENTICLI FA.r9ILY L.L.C: THE 729999 1305 SUNNY-SIDE BLVD 5200 ._.LENVER AVE S EVERETT WA .98205 I SEATTLE WA . ' . 98108 iI 182305— -66-,08 182305-92.73-09 • FRIEDAA - HENF&V+SANDRA 5N9599 LEVENS FAMILY .. IRST , 525001 8803 SE 7. 57 j . C/C.:LEVENS C P . 45 S . TRSTEES PIERCER ISLAM WA 980'40 ; 933. JASMINE,CCIRCLE • CCSTA ' AESA A 92626 - 184720-0010-05 j . 184720-0055-05 • CITY OF SEATTLE CITY LIGHT 880023 GA.fiBARINC;JOEN R0378 PANE 230518-3-301 13038 NE 1G2NL PL 70C 5TH AVE 42808 KIRKLANO >WA . 98033 SEATTLE WA 98104 j 184720-0070-06 184720-0091 2 I CITY CF SEATTLE CITY LI..1T 880023 MACKAY PMUI F .1R+TAM 4Y LYNNi419999 P1?NC 230518- 302 ' 7240 5 1351H - ST 100 5TH AVE 2 Gd i SEATTLE -ISA • 98178 SEATTLE ISA 98104 192305-9+016-00 192305-9017-09 CITY -CF RENTON 940802 j RA MAC INC 961488 1055 5 CRAZY WAY 4607 4 CRES1. AVE SE RENTON WA 98055 MERCER ISLAND -kA 98040 192305-9021-03 192305-9027-07 GREENkELL/RENtCN L.L.0 659599 PItR13TT.I LF 719999 P G BOX 2399 17034 56 ' 1841H ST KAILUA KGNA HI 96745 j RENTOR WA 98058 192305-9029-05 192305-9031-01 t ONNELL FAMILY L L C 639599 FORD LEASING BEVEL CO 873237 9631 5E 71h 51 C/G CUSH6 AN WAKEFIELD INC BELLEVUE WA 98004 200 SW MARKET ST PORTLAND OR 97201 192305-9032-CC - 192305-903507 STATE , CF WASHINGTON 1D0891 . CUSHttAN 6 WAKEFIELD INC 930227 DIST 1 DEPT TEAK R/E MS 118 200 SW• PIARKET ST :200 15325 5E 307H FL PORTLAND OR 97201 BELLEVUE WA 98007 . 192305-9043-07 192305-9044-06 RVA CEA:iER L L 0 939559 SFF-A LIMITED. PARTNERSHIP 559999 800 FIFTH AVE STE 3700 PC BOX 667 . SEATTLE WA 98104 PRINEVILLE OR 97754 192305-9048-02 • ! 192305-5053-04 ' WAL-l4.ARI STORES. INC :2516 772067 D1ANLRI VICTOR 929999 PROPERTY TAX DEPT 4303.3 1615 SHATTUCK AVE 5 .BEN1PNVILLE AR 72716 RENTON WA 98055 ' 192305-90541-03 19230 -9055-02 • ChEVRON . SERVICES. CO 650775 DIAME I VICTOR 929999 PRCfER1Y IAX . DEPT 1415 5 TTUCK AVE 5 PB BOX 285 RENTON W - 98055 j Hal/STEN TX 77001 j . 152305 5058-09 192305- 63-02 • BORNEL FAMILY L L C 539599 . CUSHMAN 8 WAKEFIELD INC 930227 9631 . 5E. TH ST i 200 SU M KET 5T 4200 • BELLEVUE . W 98004 PCRTLAND C 97201 • 192305-9068-07 j 19230.5 5072-01 ' • , CUSHI4AN 6WAKEFIELD INC • 530227 . I' ECt1NE FAMILY L .L C 639999 - . 200 SW MARKET 51 '4200 - 9631 S 7TH . ST • PORTLAhL CR 97201 BELLEVUE ' WA 98004 192305 9073-00 192305 5074-09 ' ECNNEL . FAMILY .L L C 639599 C+LSHt4 . ' 6 . WAKEFIELD INC 930227 9631 SETH ST 200 SW ARKET 5T :4200 BELLEVUE 98CC4 PORTLAND R 97201 192305-9080-01 192305 5082-09 GREENWELLJKENTON L.L.0 659999 GREEN LL/RENTGN L.L.0 ' .659999 P O BOX 2399 P G 811 2399 ' KAILUA KUNA HI 96745. . .KAILUA K NA .HI 96745 . 21931070010-09 , I' 219,. 0-0100 3 BIT HOLDINGS '.TNENTY—TWti iNC7799S9 13111. CLD1nui . TWENTY-TWO 1NC779999 ; 444 MARKET ST STE 2100444 ' ?. KE1 SI STE 2400 .' SAi1• FF.A.NCISCO CA 94111 � . SAN FRA CI5CC CA . 94111 296390-0120-01 296390-0125—C2 ' WEIMER 34ICHAEL D . 809999 KAIONA D KEVIN : 729999 ; 625 MORRIS AVE 5 . 1118 OLYMPIA AVE SE , ' REN1CN & A 98055 RENTON WA 98058 — 296390-0130-05 — 296390-0135-00 NEAP . FRANc J+I3CNNA J 169999 j t MELDRIIF DA1/IC P. 502953 619 MORRIS AVE S 611 1 0RR IS AVE SOUTH RENT0N W41 98055 RENTON WA 98055 • 296390-0140703 — ii 296390-0145-08 ' MASON TERE5A C 699999 j LONG GARY 'A 0378 • 615 s ORRIS ' AVE 5 I . 11404 . 137Th AVE SE RENTON NA 98055 RENTON WA 98059 -- — —— ----- - ------ ---- • 3023057296390-0150-00 002-01 WHITNEY JAMES . H+FREI HERBE1;409999 ' CITY 0 RENTON . 940802 10070 651 H -AVE 50 1055 5 G- ADY WAY • SEATTLE NA 98178 RENTON WA • 98055 • 31323t3 —9003700 — --•— 3132305— 0134-09 CITY =F RENTON 940802 CITY RENTON .. . 940802 1055 5 RAOY WAY 1055 5 RADY_ NAY . RENTOt1 Li 98055 i i RENTON W • ' 98055 302305-9016-03 302305-9018-03 . . SCHULT.cK JEFF . E .3 E ERNADINE 391230 I I OLSON SHAWN P JAIME C 989999 2921 TALBOT RD 5 I . 3101 TALBOT ;RL S ' RENTCN WA 98055I RENTON WA 98055 • -- — — — — — 302305-9025-04 30230.5-9019-02 I . TATRO EON L 81179 .NOBLE _JANTCE K179999 3211 TALBOT RL 5 ' 2819 T.ALIiCT RD 5 RENTON WA 98055 • RENTON WA 98055 - ---------------= -- — — — — • 302305—'5030-07 - — - ' 302305-9029-00 NINES. IEKRACE t+K1d1HKYN J . 711355 I KLAP CARY+5TRICKER +MARY . .. 779999 4124 1 AL1 GT RD S . 3130 .T ALB01 , R.D: S RENTON WA 98055 • RENTON WA • 98055 • 302305-9033-04302305-9036-01 FISCHER ALVIN F 502251 . ! I ' GCLLIER N :STEPi{ENIE+TYRONE 489999 3100 TALBOT RD 5 . 2109 iALBOT RD S KENTON EA . 98055 .RENTOR WA 98055 302305-9050-02 ---------- --- -----; 30230 —9062-0e HAWK1NS JACK. M+JANE I 709999 • CIIY GF RENTON 940802 • 2825 TALBOT RD S i IC55 GRADY WAY RENTON WA 98095 f i REtit7i311. A. 98055 31323135-9063—C3? = — = -- 3023135—'5067-133 - -- TIMPONS JOHN • . : 769999 f . 1.AGNU5CN C A 875007 . • 3001 S TALBOT . RD ..918 5 138TH .5T • REN1ON WA 98055 SEATTLE. WA . • 98168 302305-9010-08 . 302305-9075-0 ; IMPERIALS MUSIC 6 YOUTH 1 409800 ALRNER DAVI_ _i & JODIE l 459999 2003 MAPLE VALLEY HIGHWAY _ ;• 1,07 TALBOT RE - 5 SUITE 213 ; R98055ENTON WA . RENTON WA 98055 302305-9076-02 302305-9081-05 ' CITY Cf RE . AON ' sikoec2 SCHNEIDER KATHLEEN E , 862128 1055 5 GRADY WAY 3037 TALEOT R1 5 RENTON WA . 98055 RENTON WA 98055 • - 302305-9085-01 ' 302305-9090-04 YOUNKER RH0NDA 700436 KCHL . DELORE5 550775 1416 102ND AVE NE : 3330 E VALLEY RD BELLEVUE . WA . 96004 REKTONLWA . 98055 , _ . 302305-9091-03 302205-9094-00 HAWK FAMILY EAST VALLEY LTD931603 , AhMARCO 219999 22435 SE 288TH . 9125 10TH AVE S BLACK LIAMCND WA . 98010 i SEATTLE WA 98108 : _ ' • . . 302305 5096-0d 3023C5- O9&-Q6 HAWKMilli EAST VALLEY LIL931E03 .. Ni\cN. . HAWK . FAMIA EAST VALLEY LT0931603 - 22435 SE 288TH . . 22435 SE 28 TE BLACK DIA' •ND WA • • 98010 BLACK DIAMON WA 98010 • , , 302305-9 5-05 302305-9103-09 HAWK FAVLY EAST VALLEY LI0931E03 . DA . VALLE STRADA 089999 - 22435 SE . 4TH 9125 . 10TH AVE SO • BLACK LIAM0 ,0 WA . 98010 SEATTLE. NA 98108 -t 302305-9105-0/ 302305-r9106-06 CLIFFORD CEPISTOPHER P 449999 ChINALTIM 6. JEAN ' 439999 0HINN SHER/ J 2115 TALBOT AL 5 2721 TALBOT R0 5 RENTON WA 98055 RENTON WA 98055 — - 7 302305-9101-.-05 302305-5114-06 KREBS FREDERICK D . 1078 - SPUTHAIRTHUR L 6-MARIE W 900589 2103 TALBOT RD S 120. 130X 59512 RENTON NA 98055 RENTOK. WA48058 . . ---. - — , 302305-9115-05 302305-F911E7.04 . BERRY JAMES R • 619999 PULER. NATHAN . 0 209999 3129 TALBOT RD S . 3113 . 1ALEOT RD S RENTON. WA 96055 • RENTON; WA 98055 • . 30230.-9119-01 302305-9121-07 CITY 4 RENTON \ . 739800 . TIMMONS BOEDI . J+FRAATZ ,ANN765023 200 MIL AVE 5 I30.111ALEOT . ROAD 5 RENTON LI ' . 98055 ; RENTON WA 98055 . . . ____ _ _,_ •._._ . _ 302305-9122-08 302305-9123-05 • ' • _ • PENA ELFER C+EVELYN 0 , . 77A030 . WOE PETER 04WU SUSAN. 0 . 779999 3021. TALBOT . RD 5 3031 . 1ALBOT RE S RENTON WA . 98055 RENTON WA 98055 . • 302,305-9i3-03 334040-0005-00 . 0IIN 0F ONION 709800 • ; 50C PROPERTY .HOLDINGS . 790062 200 MILL . E SOUTH OPERATION ACCOUNTING RENTON WA . 98055 . 1155. VALLEY 57 • SUITE 400 SEATTLE WA 98109 . • . . _ . • . . . . . . . . • . • . . • . • • • 334040-0006-09 1 334040-02.8' 31 SCC FRCFER1 ' OLOINGS :790062 I -621 CCAPANY • , 869999 OPEM1140N ACCO TiNG { 1 F - C BOX 1925 1155 VALLEY ST 5 a.TE 400 I BELLEVUE, WA • 98009 SEAITLE WA 98109 1 - 334040-01425 C2 { 33 040-0585-08 CITY OF R ' °TUN S4O8C,2 ' 1 C.I Y OF RENTON . 940802 IC55 5 L-RAL 4%RY1055 GRAMWAY RENTON WA 98055 ! RENTON WA -, 98055 • ' 3340401— 010-01 - 334040-1020-09 . CITY Cx REN10N ' 940602 CID O.f •RENTOt 940802 1055 5 G BYWAY ' I 1055 GRALY W€AY RENICK WA 98055- . .1 RENTON WA 98055 334040 1065-0S . , i 3340 0-1075-03 CIII - RENTON 940602 . 1 CII • 0F RENTON 940802 • 1055 5 RACY WAY , I1055 . GRADY kAY 44ENTCN. W • 98055 : j RENTON A 98055 i 33410.40—` 076-02 ' 334040-1110-00 ; CITY .C\ REN-IOW 621138 NU WES1 INC 909999 200 PAIL AVE 5 2125 112TH AVE NE BLDG 6 x100 t1ENION W • 98t355 BELLEVUE, WA 98004 ! ' 334040-1115-05 1 1 334040— 120-08 . JELLEY ALLEN 579999 j HANSO4! JAMES :C 959800 1805 LAkE AVE 5 � i 4601 22 H AVE NE RENIQN: WA 98055 REDMOND k98053 334040-1125-03 334040-1130-06 ElAN50tr JAMES C ' . 959600 ! .HAGEN ALLEN f4 • 609999 4601 229TH AVE NE 1 1737 LAkE AVE 5 iREDMOND WA 98053 11 [MENTON WA 98055 334040-1.131-05 II 334040-1132-04 LEWIS -OLGA t 603847 1 0CRMAN=- DANIEL R+LCIS SWEE609999 ' 1717 LAKE, AVE S . 3731 . LAKE AVE . S . RENTON WA 980E5 1 RENTON 40 . 98055 ' 3340407A,140-04 ; 334040-1145-09 LEWIS t GA - R 603647 1 EROWN kAYNE ARTHUR ' JR 6115999 1717 LAK " AIIE S I ' 1711 LAKE AVE .5 RENION WA 98055 1' RENTON WA 98055 ' 334040-1150--01 1 334040-1151-00 DELLA R055A EDWIN ! I TGBACCC JANA A 169999 16225 LAKE AVE 5 ' 1 11701 •LAKE AVE , S . RENOil WA 98055 � I 1i RENTON WA98055 it j 1- 334040-1160-09 1 I 334040-1165-04 ' BELL RAYMOND L . 989999 1 I ' FC2ZCBON TERESA' C EOA 411740 16425 67H AVE 5 � I 1635 LAKE AVE 5 SEATTLE WA 98148 I ; RENTON WA 98055 i 334040-1170-01 1 334040-1180-05 FRANCHESCHINA P.AR1A C1118 � ; • FRANCESCIUNA. TODD Nk 989999 ' 1523 LAKE AVE . S ; i 1515 LAKE AVE 5 RENTON WA 98055 1 ! RENTON WA 98055 I 334040-1185-00 . . . 334040—..11 -03 • ! CITY Cf .F1ENjON' 9408012 HO CHRISTINA 769999 1055 S GRADY `WA.Y 1503 LAKE AVE -. S . RENTON WA 98055 RENTON WA 98055 334040-1240-03 ' 334040-1245-08 JONSON RAY +\ £ .JULIE A 41106/0 CARLSGN ,HAROLD L 430194 18808 SE 110TH ST 1509 DAVIS . AVE S ' RENTON WA 98058 RENTON WA 98055 • 334040- 246-01 — 3344;40-1250-0U CARLSC3 HARCLD L 899800 KA7ZER JR KELVIN E+LINOA 0. 269999 1509 EA1! AVE 5 1517 DAVIS AVE .S . RENTON kA 98055 RENTON WA 98055 334040-1255-05 ' 3344240-1260-08 OLIVER RONALD J J.R/RUBY . N 939559 • CORDELL GERALD A MRS 1521 DAVIS AVE S 1606 LAKE AVE . S 1RENION WA 98055 REENICK WA 98055 33404C-126503 334040-3270-06 KESSLER R1Ct3:Aa(D R+JEAN M 131884 MILLS MARGARET 5 089999 1603 DAVIS AVE S j ! .. 1609 DAVIS AVE 50 RENTON 4A 98055 ! 1 RENTON WA 98055 334040-1275-01 334440-1280—Q4 NIGHT RCNALL R C JANICE A 971165 HUGHES H H 381276 PC 80X 61621 DAVIS 5T . S • RENTON WA 98057 1 RENTON . • WA 98055 ' 334040-1285-05 ' ' 334040-1290-02 57EW:R4LER . JERRILYN E 59A015 , PA4:LMAN ELIZABETH C0580 1701 CANIS AVE S ; . 1713 DAVIS S RENTON kA . 98 1 RENTON WA • 98055 . • 334040-1295—C7 , 334040-1325-01 • . TEGANTVCCRT VICTOR 409959 1 ! . RINGER 0 5 1717 DAVIS AVENUE SOUTH ! 1818 LAKE AVE 5 RENTON WA . 98055 1 ; RENTON WA 98055 ' 33404G-1:�2@-018-- ------ --- ---i � 334040-93:30—,04------ KENK CK MARY HELEN 949999 ; ! BANE—SAUNOERS KARLA 'R 699999 • 1812 LAKE AVE 5 1 ; . . 1808 LAKE AVE . 4 RENTON 4A 98055 1 . RENTON WA 1 98055 ' 33404C-1340—C2 ! ' 334040-1345-07 . ,3ALLES7t1ASSE 8RUNA 719999 . ' CAPELLARC !ANDA H 090048 I304 LAKE AVE 5 1 1728 LAKE AVE - 5 RENTON' WA 98055 ( RENTON WA . 98055 334040-1355704 1 , 334040-1365-02 . ER1CKSEN GORDON Y 1 LARKIN PATRICIA. L 850401 1718 LAKE AVE 5 � 1704 LAKE AVE . 5 RENTON WA 98055 RENTON WA 98055 ' 334040-1370—05 1 334040-1375-00 MCGIIRE, CHARLES III 659959 i ' TH£C3CDCROl3 PETER ET .AL 869999 162E LAKE .AVE S ! ' 11622 LAKE AVE 5 RENIOK WA 98055 . 1 KENTQN WA 98055 334040-13L+G-0333�w0 0-3385= • �CCC1TE1: WILLIAM DALE ' 429'959 ' I . CCRD.ELL ..00LLY CO280 1612 LAME AVE S 1606 LAKE AVE ' S RE117ON WA 98055 1 RE11T0t . WA 98055 334040-1385-81 334040-1390-01 tt3RL'ELL GERALD A 'MRS RCEBI115 CAROL 9.1\19999 1606 LAKE AVE S 17207 NE 711-LPL RENTON iiA 98055 • .BELLEVUE WA 98008 ' 334040-1405-04 '• 334040-1406-03 SIARKOVICH RUDCLPH J+LEVERL969999, COUTURE - JACQUES N 589999 810 N RIVERSIDE DR 211 S . ISIH ST RENTON hA' 98055 I RENTON WA 98055 • 334040-1407-02 1 ' 334040-1520-04 PEREA _JOE 00375 1 , . ARPE KATHY JO 649999 217 5 . 15TH ST 3101 5 14TH Si RENTON .WA 98055 RENTCt WA 98055 j 334040-1522-02 334040-15.30-02 • LARSON ELIZABETH A . 899999 ' j ; ROSA ' €(AYMt11\1D 134ADA 'A 6N9999 1 211 SCIJIH 14TH S r REET - 307 5. 19TH. ST REIl1LTh RA . . 98055 33iEtlT'f�Iti .UA 98055 :33404I-1535-07 -- -- — — -- 3:34104 -I545-05 ROSA 33AYi CLC • C0715 RCA R.AYf4O4D P 800037 307 5 -191i- ' 307 S 9TH RENTON WA 98055 RENTON - • • 98055' : 1 I ' ! 33404C-1550-0? 334011-1555—G2 1 CU57ER RONALD, W+LLRAIf E I 469599 RGSA' YI OND R4ADA' A' • 999999 i 1 . 2451 5ie 172ND 51 ' 307 :5 1_ TH 13UR 1EN L A 98166 1 RENTON' WA 98055. 334040-1565-00 — — — 334040-1570-03 5GRO_ J0EN J. 4 JUDITH R . 775197 13LANCHARD DORA 230 S 15TH . ST 306 S 15TH ST REN101 WA 98055 : RENTON .WA 98055 , 334040-1571-02- I , 334040-1580-01 1 DUSATC. ii1RG1NIR COBS80. 1 HIGHICN NARY .L .100750 234 S 157 51312 5 151H ST 1 RENTON WA 98055 RENTON WA11 98055 334040-1630-01 1 '334040-2465-09 SUt STCt1E HOTEL INVESTORS L 699999 1 S11YI:ER RIC1 AR.D - M+JEANNE C 769999 115 CALLE LE INDUSTRIAS 4201 • j . 750 RAINIER . AVE. 5 SAN CLEREN1E CA . 92672 . RENTOII. WA 98055 334040-2510-04 — — -- 334040 2525-01 A & M - VENTURES , 513132 - ' M . E. -.A VENTURES 913732 23232 160TH AVE SE . 23292 ' 0TH AVE SE. . KEIT WA. ' . 98042 • KENT ., WA. 98042 i 1 334040-2545-03 I 334040-2570-01 A C 14 VENTURES 913132' 1 C ' E C . INU•ESTI4ENTISYSIEMS IN639999 i 23292 ..1601h AVE SE 1100 - :MAPLE AVE SW ' • c.ENI 1&A 98042 ' � RENTON:WA 98055 i ., • •J *,;Jt til.A1;, ,,tt lite:;' • 1 r:-b,-n.7 nu!'. . •d1 .ry F',•,»1,411:: 9s •'�`r, +':I„uj.1. FS• r"�:';fi 54,„1:i� .Y:I�a, -.Y„ 'se+ .t.a fir•' •.r+�.,y! S' 2': !I - �1 'e'^" a �. .. .fie r. 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".} r ..? ,n 334040-2580-09 1 334040 -'595- S M &Ai VENTURES L L C 769559 ! i * M , E : M EN1--ES ' 913732 23292 10Th AVE 23292 1 TH AVE SE - KEN7 WA 98042 ' KENT WA 98042 . . , 33404C-2605-00 334040-2615-08 A L N liENUR,E5 913732 10NELLI TERESA K 969999 23292 1601 ; AVE SE . : 20916 KILITARY .RD S KENT kA 96C42 SEA-TAC kA • 98198 . 334044D-2670-00 ' 334040-2720-00 HUMPHREY INVESTMENTS INC 919999 , BUCK DOUGLAS A C0381 308 k KINNEAR PL PC BOX 28 . SEATTLE WA98119 . RENTOI WA 98057 . - ' _. • . 33404C-2740-06 . 33404 -2755-06 ' M S A ENTURES L L C 189559 A C- VENTURES L L C - . 759999 23292 1 ' TH AVE 5E 23292 60Th AVE SE KENT WA . 98042 KENT kA 96042 , . 334040-21430-07 ! 33404 72805-708 BALLESTRASSE ARTHUR+EDITH .749999 ! BALL 1RASSE . ARTHUR+EDITH : 749999 201 SW 12TH 51 ' 2.01. Sh 12TH ST KENION 98055 RENTON A 98055 . . , 3340 C-26.20-09 . , , 33404 -2850-02 - A & VENTURES L L C . 759999 . . : 10NEL I . 1ERESA K . 969999 23252 160TH AVE SE , 20516 -'t4ILI1ARY RD' S : . KENT k . 98042 ' . SEA-TAC.. kA 98198 ' ! . ---) -- , 334040-2860-00 . 334 , 0-2670-08 PIERRE. JAMES P 871145 - ! PI RE JAAES , P 871145 . PO BOX 27069 . PC 3'C ( 27069 SEATTLE WA 98125 . , SEATT WA 98125 334040-2860-06 ' . - 334013-2685-01 A BALKESTRASSE 9744015 A SVENTURES 913732 ' 201 SW 12TH ST ' 1 23292 60TH AVE SE KEhlOh WA 98055 i KENT - WA ' 98042 ' ! . _ _ 33404N425-03 1 33404 -2935-01 BALLES ,RASSE REX 549999 , A . 6 VENTURES 913732 201 5I i2TH ST 23292 160Th AVE SE PENTQN kA 98C55 KENT k 98042 334040-';945-09 33404 -2950-01 . •,t A 8 A 'VENTURES L L C . 169999 . K . S . VENTURES L L C . . 769999 23252 1 OTH AVE SE 23292 60TH . AVE SE . , KENT kA 98042 . , KEAT , AA . 98042 . , 3340402960-09 ' ' ' 334040 - 96,108 ' ' A4 & A '''VENTURES ' 1 L C . 169559 , STATE . , WASHINGTON , 667777 23292 1 ' 1H AVE SE \ KENT WA \\ 98042 . . . . . . _ .______• . __ ._ _ 334040-'5/0-07 334040-3146-04 • & M. V9OURES L L C . 779999 MACGREGOR ROBERTS 860017 23292 36 1H AVE Si 1520 TAYLOR AVE SW .. KENT kA \\N, • 98C42 :RENTON. WA ' 98055 _ , . . . • - . . . • . . • . . • . . • . ., . - , _ . • . • . . . . • • . • • • . . . _ . • 33404C-33C5-01 334C40331! . 9 - STATE CF WAS INGION b67117• I STATE OF SHIN:670N • 667777 • i I 1 • 334C4G-3320—C 2 ; j 334040-3325-07 . MAIER 4 S1EEEL .INC 8NO241 H SFRIINGHILL S44C..•CORP %, MAR43019999 . • WOCE ISLAND 4TH FLOOR ; i 10400 FERN S/000 ) ROAD 80 E SIR FRANCIS DRAKE .BLVDBETHESDA 14D 20817 LARKSPUR CA 94539 ' 334C4C-3326-06 334040-3321-05 CCt1TINENTAL MILLS INC . 709999 CONTINENTAL AILLS. INC . 709999 PC BOX 881761 PO BOX 88116- SEATTLE t P 98138 1 SEATTLE— WA R 98138 33404E-3 28—C4 . 334040-3330 CO CONTIt.E ,.AL MILLS INC 709599 I j LARKSPUR HI PI1ALITY :CO LLC8B2177 Pa BOX (iii 16 l i .77C TAAALPAL \DR; 0301 SEATTLE kA 98138 1 CCRTE MADERA CA 94925 334040-3332-08 — — -- — — ; I 33404+ — 334-06 — • - — — — LARKSPUR HCSPI TALI IY CO LLC8JJ2I77 � TOWNEPL CE MANAGE14ENT 'CORP0019999 770 TA:7.ALPALS OR :3C.i 1 1 1C4Q0 FE NWOCL ROAD CORTE • AALERA CA 94925 1 I BETHESDA 20817 . 334040-3340—C8 1I 334040-3 41—C7 M 6 S INCOAE & GROWTH FUND 8N9999 ll WE 5 I COPE ' & GROWTH FUND 8N9999 80 f- SYR FRANCIS DRAKE 1 80 E Slat RANCIS DRA4<E LARKSPUR CA 94939 LARKSPUR C . 94939 i 33404C-3500-04 1 1 334C40 545—C1 PIERRE JR1ES P ' .5.09999PIERRE _ JAP4ES P 5D9999 ' 11525 LAKE CITY .WAY .PiE I 11525 L +(E CITY. WAY..NE SEATTLE LA 9.8125 SEATTLE L 98125 3340403555-08 II 334040-3556—C7 PIERRJAMES P 509599 PIERRE JAMES13 509999 • 11525 L E CITY ;WAY WE I . 11525 LA E CITY. WAY :NE SEATTLE W 98125 ' � I SEATTLE 4\ 98125 . 11 . .334C4C-3320-02 � 1 33404C-33' 5—C7 MAIEE R . ? SIE2EL .INC 8N0241 1 L SPRI11 G LL S1C.. CORP MARR019999 WOOL ISLAND 4Th :FLOUR 1 10400 FER `EiCC.L ROAD 80 E SIR FRANCIS DRAKE BLVD BE,THESLA 14L . 20817 • LARKSPUR CA 94939 -- 33+ 040- 3G-0t;-- — — -- (_ 334(340 3332-C8 -- — — — --- LARKSPLf HOSPITALITY CO LLC802177 LARKS 13 . HO5FIIALI1Y,..CO LLC802177 770 1APiA PALS OR 4301 770, TAA ffALS ER x301 CURIE 1.A..D CA. 96925 1 . C.ORTE 14AD =RA CA 94925 334040-3334-06 ' I 1 334(340-334C-C8 ' TOWAEPLACE ,t ANA+GEMENT CORi'CC19999 1 M . 6 S '` NNCC14E 6 GROWTH. FUND 8N9999 1C4C0 FERNWO0.D ROAD I . 80 E S FRANCIS:DRAKE , BETHESDA ML . 20817 . . LARKSPUR CA 94939 • 3340410\3341-07 1 334040-3605-08 . A 6 S\\WCCHE & GROWTH FUND. 839999 •DAKL43Y-..THCAAS . R S .. 0578 80 E Sal +FRANCIS DRAKE 1 32.13 KOWIT,AIN VIEW AUE N LARKSPI; A 94539 RENTON WA 98056 _,.,17,:,,,,,T.:1 •. r—, M334040—3615—06 "..."; 334040-362 )4 • . . 644289 ° •;14:.i.• SHOHEN LTD •,;,t\• ':.q.:,. ..'' iltir.,!•.!. ;;1420'. 1.tAPLE AVE SW 6 ,644.2e9 , , .„.... . ,r, 98C55 .f... •,, 1 SHCHEA L . _ . ' . . 1420 MAPLE AYE SW RENTON WA . . 98055 . . .I'-. ,,,, •.'''IT77,""717,,:'-'7,717:::.'ra''''.,—.71-1^.,n,,,.7-,,,,,,,_.:17,-,-77:47•-vr,y, 44.,,,,,,,, ,e,,,,=, P 1 11.•,•;• i —tif',... 33404C-3635-02 11 1 140RRISON G E EN1 y-, 334040-3645—00 • „.. 401111 . Zi:- . . . . . . • . LAPFHERE ENTERFRISES. OF .WA 802320 l' V-',..:;q1-;•,:1, r•PC • BOX . 142 'X 12520 SW CANYCN .RB i .' ',,, '.'• KENT• NA 98E35 !.v: BEAVERTON• OR . . 97005 if:.•;,; ' , • il; ' • ,! -4 334040-3655-07 t : • ' P • ',1, 3.34040-3670-08 • ' . ...TERRACE VIEW PROPERTIES L 1879999 ;:',1 'WASHINGTON STATE PHARMACEUT539999 P 0 ii 0 A 5430 1502 TAYLOR AVE SW ... 11..'1:.• KEN1 NA 98064 IF REP WA 98055 .1, V),V, ' 334040-- 6 34E40-38 90-04 , 390-02 '.,1 • • . •,;- . .SIAIE ‘F - LiASHINGION 569e00 f SANFT •LOUIE & ADOLPH . 710058 :i4i.cr iLoi DEPT 0FIHWA Y ;.. 6120 52NE AVE 5 • G OLYAFIA W . '11:, 98504 4 SEATTLE NA 98118 380600-7-0045-.-01 't 3806E0—0065—C2 GUEP,ONESON EARRELD J 344927 T FACILITIES L -, OFERATIONS CTR9D3540 . .. 102 LAKE AVE 5 ,)' OFFICE OF . THE EXECUTIVE DIR 4i , i RENTON LiA . 98E55 ''', • • 300 SW. 77H 51 '..F. RENTON WA 98055 (.• "' • 38060E-0095-06 380600-0105-04. ...,4 ALLERS—BAKER EVANGELINE R 504118 . 3. . AAP VICTORY . UI 81\13403 1,' . •6808 AVE INIER RA '.1! 81 5 1GBIN Si • GIG HARBOR WA 98335 -,.. RENTON: WA . 98055 .• ,/,4, , _ --,,--,—,.-,,,,-,,,-4.,?7,7--7"-.7-77,----7,.-777,7-7-'17-,77,--777 ,,777-7.7F'7751";,,— 7 94- ,,1,1,7 —••••,',,,,s.T. .7,757-:..,•,:iy,„; ,. •-'r. r.,r,,,,,c A.,,,„..• ,r,-,.•=1•7;•<:r4zFz•m;•x7m•-•zrr•r,r7=7-r;•fr . WI! r . , • • • ..kc • 380600-7-0110-r01 fil, 3806007011.5-02 . . . . •••. : d .1 GRAY MARY 6D9999 ,g,. - . L'GRAY '..NARY ' 6119999 1 25711 SE 208TH ST 1.7"f.. . 25711•:..SE 1i -2081ST .M 98 C38 MAPLE VALLEY WA ..ikcAFLE , VALLEY • WA 98038 c i i‘ii • Y ' 411, , •,.a. /' 380600 120-05 .- 722240001410-,01 . i IL . . . rep;11.1 '. ALLERS BAKER EVANGELINE R 504120 pi; FORD GLEN . , .. .. 873414 • :','411'k'':• 1 , 6808 RA tIER AVE '•-14) . 1925 SEATTUCK . AVE S ' GIG 1;i • . . . HARED NA 98335 :''',* RENTON. WA - - • .' 98055 ".r. i'lki"7:;-;.!, - 4. •.' .' ',.v. 722200-0429-00 ' 722200-r0430-07 ;1.,•, • KING 5 Li E 9N98E 0 t!i;., KING BUD 959999 ,,...•,-* r.- ..rt.i 26120 SE 216TH ST . , oy •, ';i',. c 26720 SE 216TH ST' . MAPLE VALLEY WA , 98038 ''..• . MAPLE VALLEY •WA •-i.‘ 98038 . . • 4. • .:,..'1 ' ,1 722200—G510-0C . 141; . 722200—E511-09 ROSA RAYMOND 1276 ',:r!, •GREGCRIS ERMO E1074 -.., 307 5 191H • 41. . 223' 5 19TH 51 • ' - I RENTON WA 98055 • 'j'l" • RENTON WA 98055 ,..A •i ... • •" 72220E-0512-08 )'1 723200— 010-0.3• . GREGOR15 ER0,11 •,. RUA CI EPA L I C . 939999 i 223 5 1.9TH 51 1: BCC FIFJ AVE . STE 3700 , 'RENTON NA • • 7 9 8055 .1'.: SEATTLE W 98104 „:_„: .:-=,„....•-•-•_••—7.---75:—11•7'-'7•7--.; ---'77'17.-77-'7,727— :,.-,.,.. .1.1.,:::_,41,:,_--- r- ! 723200-r0020-01 -ir.,1] 784130-0035-01 • ' . , RYA OFFICE L L C • 939959 iCORP CATHOLIC ARCHLISHOP . 677777 800 FIFTH AVE STE 3700 . l 4 .--k Si ANTHONY PARISH 377-058 SEATTLE WA 98104 .I.: - 191C IMARICN i . 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SKATTUCK AVE . S RENTON WA 98055 RENTOf WA 98055 784130-0145-08 ' . 784130-0155-05 SHERIDAN PHILIP J 332031 TRAXEL D E . 501276 2016 S LOICILE '5T I 418 SHATTUCK AVE 50 . SEATTLE WA 98108 • RENTON WA 98055 784330-0165-03 784130-0170-06 • NEWMAN PD1 M O JEAN M 061611 NEWMAN, BOB A . 131229 5203 116TH AVE SE 5203 . 116TH AVE' SE BELLEVLE ' 1 A 98006 BELLEVUE. WA 98006 784130-0175-01 . 784130-0201-09 LENAS1ER DONALI;. k+BRISCHLE 879999 LEt?AS1Ett L'ONALI3 R+.BRISCHLE 879999 451 SW 10TH. ;8220 - 45.1 5L 101H . 220 kEhlOK WA 98055 AEVIII WA 98055 • 784130-0206-04 : 784130-0215-03 kAR2ECHR OTHMAR A 612344 1 FAKHAtt2M EH K HADI ' 660758 433 WHITWORTH AVE S PC BOX 78404 RENTON WA 98055 I SEATTLE kA '98178 ' , 784130-0220-06 ; 784130-0225-01 CLAREY RICK G+STEPHANIE A 659999 I I BEK ETT. LOt1I5+ET AL 4599.99 .419 -WHITWORTH AVE S j 614 - 5 18TH ST REtl7Gi WA 98055 RENON WA 98055 784130-0230- 34 --- 784130-0235-09 — -- --- WIEiIKE i4ARK J+5HELLEEN MARI539999 GOSCIEkSKI DOM4INICK 'S 415 WHITWORTH AVE 5 409 WHITWORTH . AVE S RERT014 WA 98055 R ENTON- WA. ' 98055 . • 784130-0245-07 . 784130-0260-07 DEAO:Y HAd2t1LG A BURR KENNETH. H 119999 407 WHITWORTH AVE 5 I ; 500 WhITWOR.TH :AVE 5 ' RE1ON WA 98055 t RENTON WA 98055 ' 784130-0265-02 . 784130-0270-05 ZIEGLER PHILIP' . • 981860 KRAMER ALBERT . H . ' R0275 504 WHITWORTH AVE S : 510. WHITWORTH AVE : 50 RENICK 1 A 98055 ; RENTON WA 98055 , ' 784130-0275-00784130-0280-03 SCH-i MDT ANN M - 659599 • MAMDIN R0ChELLE 499999 512 -WHITWORTH HITWORTH AVE 5 ' . 7325 44TH AVE .SW RENTOR WA 98C55 SEATTLE WA 98136 784130-0285-08 . 7841.30-0290-01 . A4CDC4 ALL' LIAOA'• D 679999 GIULIANI JOHN - R. JR. 159999 520; WHITWORTH ,5 812 NCR-TH . 151 RENTON - WA 98055 j : RENTON WA . 98055 784130-0295-06 • , 784130-0300-09 1 MOORE LINEA' A . 5N5999 j •MA1THAI R .k O . LOIS M C0179 530 WHITWORTH AVE S 532 WHITWORTH RENTON WA . 98055 KEttiT01 WA. , 98055 f I 784130-0305-434 .78413003- - 07 • 6ILLi6A14 KATHRYN • KW1ATKC I GREG 309999 538 'WHI1W0R1H AVE S 2901: MILL AVE:',5 . ' RENIOt► kA 98055 RENTON WA 98055 ' 784130-0315-02 .784130-0320-05 SATIN FRANCIS N 809599 HENRY LORA + t3C33ERT 461022 114 E 3RL 51 o f4ONELLI EMMA CLE ELLM WA 93922 ! 545 F0RRI5 AVE . S RENTOR WA 98055 784330-0325-00 784130-0380-02 PARK 01.15 fk 6 SHIRLEY J 001422 NEE RICHARD M 411435 . PO BOX 2259 13501 SE 25157 PL . QUA.R12SITE AZ 85346 KENT WA 98031 784130—G385-07 :784130-0390-00 . BOICY JOHN 910E80 . BRC0G(5 MYCHAEL L+JEANETTE E199999 2715 SEALY LAZE 520 SHATTUCK AVE S . , WEBSTER IX 77598 i . RENTON WA 98055 784130-0395-05 764130-0400-08 S1GLLENMAYE i WILLIAM 695299 OBR1EN. AfNNJ 742116 . 526 SHATTUCK S 4/1 i ; 530 SHAT7UCK AVE S , RENTON GTA 98055 j RENTON! WA 98055 784130-0410-06 784130-0425-09 HAGEt! ECRIS M 173348 GCR.F5 LARRY 8 SONJA 8N3820 540 :ShATT1tCX 5 2801 NE 4TH Cl . RENTON WA . 98055 I , RENTON WA 98056 784130-0430-02 . 7.84130-0435-07 - ABRAHAN FRANK 57A015 j -PRIMMER FRANCIS' . 709999 543 WHITWCRIH AVE S 40 ( 12227 142fU AVE SE. RENTON WA 96055 ! RENTON WA 98056 . 7841.30-0440-00 ( 784130-0445-05 BAKER JESSIE JOY 519599 FAUCHER HARRY _ LEE 440203 • 535 WHITWORTH AVE 5 . 525 WHIT~ ORTH ,AVE S RENI4ii1 kA 980.55 ! RENTON WA . 98055 • . 78413+0-0450-01 ! i 784130-0456-01 CLAR,KE EUGENE C 579599 SATIERLEE KENNETH 1!4 089999 525 WHITWORTH 5 521 diHITWORTH AVE S ' RENTON WA 98035 E RENTON WA 98055 784132-0460-05 1 . 784130-0465-00 KENT ISLAY 1E 409999 FREI.. HERBERT A . 580785 517 WHITOWORTH AVE S 611 1/2 . 5MITHERS AVE 5 RENT0N WA 98055 i. ' RE11TGN WA' 98055 784130-0410-03 ! 784130-0479-04. 4'ETER5CN AARON S 3N9999 , . EINSMGRE CORCTHY 972394 505 WD,.TTWCR.1H AVE S i ; 16651 15TH SW RENIGN WA 98058 j1 SEATTLE WA 98166 • 784130-0480-01 j 784130-0490-09 CASINER PETER M+ROSINA M 759999 i SCHWAR.1ZENBERGER FRANCES 060927 3436 BEACH ER . SW ! 1 601 SHATTUCK AVE 5 `SEATTLE WA 98116 RENTON WA 98055 784130-0495-04 7841.30-050" -7 . : I - IRAM.E0iEIYA .HERRAN+SHAF 659599 . TARBEf4T. V R4NANCY LYNN , 769999 17829 155TH AVE . SE . 7. NE44FGRT k EY RENTON NA 98058 BELLEVUUE WA 98006 784130-0505-02 784130-C51C-05 . ' i CHEUNG JOE U 81395559 ! ONSTOTT RONALD. J 00979 616 Si=ATTUCK AVE S 626 SHATTUCK S • • RENTON kA 98055 i RE(4T0N WA 98055 784130-C515-CC 784130-0520-03 KONG SH.ELL1 E 930708 HUTCHINSON LOLA H • • 869999 CCRB3(!. JOHN D 632 SHATTUCK 5 626 SHATTUCK AVE S RENTON WA 98055 ' RENTON WA . 98055 764130-0525-06 7 ;413010..35-06 i DONNELLY MICHAEL I 74094 .. FIELD FREEMAN +JUDY 839999 !' KINFC CYNTHIA M 311 SOUTH 6.1k• 23326 SE 161H' FL RENTON WA , 98055 ISSAQUUAH WA 98029 784130-0537-04 784130-0540-09 BLQCN MICHELLE . 940174 • MILLER ROGER K+UARLEAE K 962531 RUSSELL PETER I 618 MOSES LANE SOUTH 211 SUI I41 i AVE . E 4414 . RENTON WA 98055 SEATTLE WA • 98102 ' 784130-0545-04855700-0020-06 I SCHARTZENBERGER DENNIS CRA299999 I .HINMAN EOR+P,RS 969999 GREGORY WILLIAM 2323 TALBOT RD 5 • 20106 SE 210TH RENTON WA 98055 MAPLE VALLEY WA • 58038 855700-0030-04 655100-004C-02 WILLIAMS ISAIAH D+VELECIA M6095'99 I NORRIS LARRY A . JR+DELORIS 0739999 2332 TALBOT CREST ' DR S j 2402 TALBOT CREST - CR. S RENTON' IAA 98055 RENTON WA 98055 i - 855700-0050-09 855700-0060-07 , FOR EE171 . J 409559 CHINN DEAN • .N - 109999 2406.. 7ALBOT CREST DRIVE SOUTH 1414 . TALE©T CREST DR 5 RENTON WA 98055 . RENTON. WA. . 98055 8557110-CL'7t1-015 i - - - - - - -- 855100-0080-03 FGU(4TA3(1 . BARRY . B 0477 . , HANSEN RCDIgEY E DEBDE .. . 731765 2420 TALBOT CREST DR . • •. 2500 : TALBOT CREST DR ` . RENTON W 98055 .RENTON WA 98055 • 855700-.0090-C1 855700-01000-09 EVERSON RANDALL L 1077 SARGENT JOHN C+JENNIFER K 719999 1 2510 TALBOT CREST OR S .2516. 1ALBUT CREST . LR S RENTGN • 0iA .98055 • RENTON WA • 98055 855700-0:110-017 _ .- -------- --- --- -..I. 455700-0120-05 ' --- • - LON.LARLI LEONARD S 219999 • MURCHISON: JEFFERSON G+MYRTL129999 2522 TALBOT CREST DR S . . 2528 .. TALBOT • CREST Oft • . REN100f1 WWA 98656 ! RENTON WA 98055 iI 855700-0130-03 855700-0160-06 KLEINBL DONALD F 00277 I- ' MORTENSEN : PETER B 904319 2606 . TALBOT CREST DR S • ' PC BOX : 89 RENTON WA • 98055 i' NEW CUYAPA CA 93254E t ITV;.(.855700-0110-04 855/00-0180 : „I, .. • . /.:•.1 • HENEERSON CHRISTY+STEPHtN 719599 ' 4146N0 WILIr'REE0 739999 2325 TALBOT CREST ER 5 ' 1:' 2331 TALBOT CREST ER S .-Ii':•'. , . RENTON LA 98055 - RENTON WA 98055 71 • 'I' •,:. . . oi,-41,,,,,,.-.1 7..,=ria,,,,,,,,, ."•• •LZLL'S.Z.'".r7iF,TL•771 'r..,,'••••• '---7:=2. , ' - 11..,..f:',.".E7=== ''...•=7.-'7'.--1-..t..litilit.''''"i' LLI,'l's'•*"•-.1-A'-'=•,%"•"1,s,''',rA%"I;•',..= ''''.7-7-71-r- fp 855700-01SO-00 • • 855700-0200k18 SAUNDERS KARALA D+CHRISTOPH209999 _ T FRANGELLO WILLIAMJ '. • 679999 w 2331 TALBOT CREST CR S . r 2401 TALBOT CREST : ER S •'.'il•f RENTON WAf98055 1 - RENTON WA 98055 . . 0:7;q,c '., iili. : 855100-0210-06 ' 1 855700-0220-04 . , !! 1 NGUYEN RIM ANH LE 609599 1!.." "PICKREIGN CYNTEIA : J . , 889999 . 240/ TALBOT CREST DR S r , 2413 TALBOT CBEST . ER. S . -0 .„k. -RENTON WA 98055 ..,, RENTON WA . 98055 ki, .,__4 • - ., ---- t.A:.. ., .,. 855700-0230-C2 . t 855100-0240-00 . :' . I E5PEY EIAKE - 829999 1, WILLIAMS. BARTOW: JR4KINNIE L859999 1 l' t • 2419 !ALLOT CREST ER S 4' . 2503 TALBOT CREST , EB-S -. RENICK WA 96055 :ii :RENTON. WA 98055 • ,ii,„,''!Ci',: • If: . 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RENTON VA 98055 lyi RENTON WA 98055 ] 'ft'l,r lo, : 855100-0310-05 .I., 855100-0320-03 ,., .4 ,' MCCLAIN CHARLIE W+ARNETTA 0799991.,.: 1 HE OSCAR F . . 760634 2613 - TALBOT CREST SCR '41k HEI C J ..i'- HL RENTON WA • 98055 2619 'TALBOT CREST DR 5 RENTON- WA 98055 " Ak , 855740-0005-01 855140-0010-00 ••. ., S . BENTLEY PAUL 991300 • MEGNTRY 504EETH M+ROUNTRY Y969999 • ,2123 SHATTUCK PL. SOUTH 3802 ''9i'® ST hE 48 RENICK WA98055 , - KENT WA 98031 . V. . 855740-0015-05. [ 66350-0005-05 i;:. ., . . .. 0.L , WILLIAMS Lek 0 679999 -., CUOKS . JAMES Vii-BEVERLYA: 679999 .1 ',i',1, r . ;;,:,*, ., . 312 SHAITUCX PL 5 • =t, 14112 1464h PL SE BENIGN WA 98055 • "t RENTON WA 98059 t;1.5...- - • - -- " - ''' ' - . ' .- ' '- — *--------'—`-' "V- - ' '- — 866350701015-031 86635 -0135-08 • ,.! STARCEVICH GEORGE I 012330 ':1 STAR ' 11ICH . GEORGELT 012330 , PO BOX 220 PO BOX 20 . ',' •. l'7. JANESVILLE CA 96114 T, JANESUIL E CA . 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I • .... ...... ..... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . . • • • • • • • • . • • • • • • • WiaWashington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportation DEVELOPMENT SERVICES CITY OF RENTON FEB 17 2000 February 10, 2000 RECEIVED Jana Hanson RECEIVED G Board of Public Works Director City of Renton Renton City Hall - 5th Floor 1055 South Grady Way Renton, WA 98055 Re: OL 3704 SR 167, I-405 Vic. to SR 900 Couplet ACP Overlay Dear Ms. Hanson: Pursuant to the city of Renton request, regarding our noise variance application and the scheduled public meeting of Thursday March 2, 2000, at 7:00 PM: It is the Washington State Department of Transportation's (WSDOT) responsibility at least ten days before such a meeting to provide written notification of the public meeting to any resident, property owner, or business that will experience an increase in noise, or potentially have an increase in noise, such that this variance will increase the quantity of noise received by the property owner, resident, or business. I hereby state that on February 10, 2000, copies of the attached notice were mailed to all residences located within 800 feet of the work area. A copy of the mailing labels, obtained from the King County Department of Assessments, is enclosed. �``‘.R 0 is "V 4"I, Sincerely, �`v� �SsioN oo „, erc,°� MOTARy 40%*y BRUCE P. FARRAR = **%0 Pus .” • Air Quality and Special Studies %d���,, 10`, Program Manager ,hOI IVAts nN1+��`� BPF/jch Attachments cc: file G.L. McKee MS 136 Joe Scanlon MS 51 FEB- 9-00 WED 11 :56 AM V SDOm ',1YTON 5TH FLR FAX NO. `l" r. 4 • 17/04 Washington State Northwest Region �I/ Department of Transportation Sid Morrison Sec•etary of Transportation CITY OF RENTON • NOTICE OF PUBLIC MEETING • BY THE BOARD OF PUBLIC WORKS MARCH 2, 2000 AT 7:00 P.M. RENTON MUNICIPAL COUNCIL CHAMBERS 1055 SOUTH GRADY WAY, RENTON, WA For consideration of a NOISE VARIANCE for the Washington State Department of Transportation State Route 167 Pavement Overlay. The Washington State Department of Transportation (WSDOT) is applying for a noise variance to allow nighttime paving work, for sixty-five nights, on State Route 1.67 beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier Avenue S. and S. 2nd Street. During nighttime construction activity hours (10 p.m. - 7 a.m. weekdays, 10 p.m. - 9 a.m. weekends and holidays) the equipment expected to be used, but not necessarily limited to, includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders, jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards, and truck mounted impact attenuators. The highest noise levels generated by equipment use or activities to be done during nighttime hours will be approximately 90 dBA at 50 feet. Equipment noise measurements and other data taken from a previous project (similar in nature) along this area of SR 167 are available for viewing at the Renton City Hall, 1055 South Grady Way, 6th floor, Permit Center. The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately procedural errors were made during this process resulting in this second issuance. We sincerely apologize for any inconvenience caused by our error. ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit letters in support or opposition to the request. Correspondence should be addressed to: Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA. 98055. For more information about this WSDOT project call Bruce Farrar at (206.440.4546 or Janelle Hitch at 206.440.4541. M=._ichell Flanagan - Notice of Public ME. g Page 1 From: Michelle Flanagan To: Michele Neumann Date: 2/8/00 3:25PM Subject: Notice of Public Meeting This notice has to be to the Journal by February 17 for publication on the 21st. Thanks Michele! CITY OF RENTON BOARD OF PUBLIC WORKS NOTICE OF PUBLIC MEETING NOTICE IS HEREBY GIVEN that the Board of Public Works has fixed the 2nd day of March, 2000 at 7:00 a.m. in the Renton City Hall Council Chambers, 1055 South Grady Way, Renton, Washington, as the time and place for a public meeting to consider the following: The Washington State Department of Transportation(WSDOT) is planning to complete roadway resurfacing on SR 167 in the vicinity of I 405 to the SR 900 couplet. The proposed project involves grinding the existing pavement and resurfacing on SR 167. In the northbound direction the resurfacing will start at MP 25.00 to the south curb of 2nd Street at MP 27.28. In the southbound lanes,the resurfacing will begin at the Grady Way intersection and extend north to 2nd Street at MP 27.28. Work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. This will also facilitate public and worker safety. The estimated construction time for this project is 80 working days and is scheduled to be completed between April of 2000 through December 2000. The request is for a 65-day noise variance from Renton Noise Level Regulations, Chapter 7, allowing work at night, during the estimated construction time. All interested parties are invited to attend the meeting and present oral or written comments in support or opposition to the proposal. City Hall is fully accessible, and interpretive services for the hearing impaired will be provided upon prior notice. For information, call(425)430-7382. Correspondence should be addressed to Board of Public Works,Jana Hanson,Renton City Hall, 1055 S. Grady Way,Renton,WA 98055. For more information about the project, call Bruce Farrar at WSDOT, (206)440-4546. Published: South County Journal Date: February 21, 2000 Account No. 50640 FEB- 9-00 LIED 11 :55 AM RJSDOT!nh,YTON 5TH PLR FAX N0. 2PR""04805 P. 1 Post-it®Fax Note 7671 +at@�,/9 Ivo Wes) 1— To/US t21< e f/a . From eru e FArrrr Cod/J77Dept./�� K / +v Gly Rohr; W.5, p v. r JPhone# Phone#206,40_45-44 Fax#45 Fax7t AI( cki to : /9/aaed /0k4fe 74/ 3 Gel/?$ 1 "go i/ce � PK D(/c /hle e cy� '4 ,41 'Me St /t ? lorojed. 7Xiis 4 i // I/0744 i C(/0 / r iercr c c_ FEB- 9-00 WED 11 : 56 AM WSDOT/DAYTON 5TH FLK FAX NU. 2Ub44UIUU5 1. 4 WiggiWashington State Northwest Region 41111W Department of Transportation Sid Morrison 5eaetary of Transportation CITY OF RENTON • NOTICE OF PUBLIC MEETING BY THE BOARD OF PUBLIC WORKS MARCH 2, 2000 AT 7:00 P.M. • RENTON MUNICIPAL COUNCIL CHAMBERS 1055 SOUTH GRADY WAY, RENTON, WA For consideration of a NOISE VARIANCE for the Washington State Department of Transportation, State Route 167 Pavement Overlay. The Washington State Department of Transportation (WSDOT) is applying for a noise variance to allow nighttime paving work, for sixty-five nights, on State Route 167 beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier Avenue S. and S. 2"d Street. During nighttime construction activity hours (10 p.m. - 7 a,m. weekdays, 10 p.m, - 9 a.m. weekends and holidays) the equipment expected to be used, but not necessarily limited to, includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders, jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards, and truck mounted impact attenuators. The highest noise levels generated by equipment use or activities to be done during nighttime hours will be approximately 90 dBA at 50 feet. Equipment noise measurements and other data taken from a previous project (similar in nature) along this area of SR 167 are available for viewing at the Renton City Hall, 1055 South Grady Way, 6th floor, Permit Center. The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately procedural errors were made during this process resulting in this second issuance. We sincerely apologize for any inconvenience caused by our error. ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit letters in support or opposition to the request. Correspondence should be addressed to: Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA. 98055. For more information about this WSDOT project call Bruce Farrar at (206,440.4546 or Janelle Hitch at 206.440.4541. FEB- 9-00 WED 11 :55 AM WSD0Ttt YTOM 5TH FLR FAX H. 2064404805 P. 2 WiWashington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportation • • • CITY OF RENTON NOTICE OF PUBLIC MEETING BY THE BOARD OF PUBLIC WORKS MARCH 2, 2000 AT 7:00 P.M. • RENTON MUNICIPAL COUNCIL CHAMBERS 1055 SOUTH GRADY WAY, RENTON, WA For consideration of a NOISE VARIANCE for the Washington State Department of Transportation State Route 167 Pavement Overlay, The Washington State Department of Transportation (WSDOT) is applying for a noise variance to allow nighttime paving work, for sixty-five nights, on State Route 167 beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier Avenue S. and S. 2° Street. During nighttime construction activity hours (10 p.m. -.7 a.m, weekdays, 10 p.m. - 9 a.m. weekends and holidays) the equipment expected to be used, but not necessarily limited to, includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders, jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards, and truck mounted impact attenuators. The highest noise levels generated by equipment use or activities to be done during nighttime hours will be approximately 90 dBA at 50 feet. Equipment noise measurements and other data taken from a previous project (similar in nature) along this area of SR 167 are available for viewing at the Renton City Hall, 1055 South Grady Way, 6th floor, Permit Center. The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately procedural errors were made during this process resulting in this second issuance. We sincerely apologize for any inconvenience caused by our error. ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit letters in support or opposition to the request. Correspondence should be addressed to: Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA. 98055. For more information about this WSDOT project call Bruce Farrar at (206.440.4546 or Janelle Hitch at 206.440.4541. FEB- 9-00 WED 11 : 56 AM V SDOT/MAYTOM 5TH FLR FAX NO, 2064404805 P. 3 ,I► � Washington State Northwest Region Department of Transportation Sld Morrison Secretary of Transportation CITY OF RENTON NOTICE OF PUBLIC MEETING BY THE BOARD OF PUBLIC WORKS MARCH 2, 2000 AT 7:00 P.M. RENTON MUNICIPAL COUNCIL CHAMBERS 1055 SOUTH GRADY WAY, RENTON, WA For consideration of a NOISE VARIANCE for the Washington State Department of Transportation State Route 167 Pavement Overlay. The Washington State Department of Transportation (WSDOT) is applying for a noise variance to allow nighttime paving work, for sixty-five nights, on State Route 167 beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier Avenue S. and S. 2"� Street. During nighttime construction activity hours (10 p.m. - 7 a.m. weekdays, 10 p.m. - 9 a.m. weekends arid holidays) the equipment expected to be used, but not necessarily limited to, includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders, jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards, and truck mounted impact attenuators. The highest noise levels generated by equipment use or activities to be done during nighttime hours will be approximately 90 dBA at 50 feet. Equipment noise measurements and other data taken from a previous project (similar in nature) along this area of SR 167 are available for viewing at the Renton City Hall, 1055 South Grady Way, 6th floor, Permit Center. The WSDOT previously issued a Notice of Public Meeting for this project. Unfortunately procedural errors were made during this process resulting in this second issuance. We sincerely apologize for any inconvenience caused by our error. ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit letters in support or opposition to the request. Correspondence should be addressed to: Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA. 98055. For more information about this WSDOT project call Bruce Farrar at (206.440.4546 or Janelle Hitch at 206.440.4541. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: February 17, 2000 TO: Board of Public Works Members FROM: Mickie Flanagan SUBJECT: Noise Variance Public Meeting of March 2, 2000 SR 167/I-405 to SR-900 ACP Overlay This memo is to confirm that the public meeting as referenced, will be held on Thursday, March 2, 2000 at 7:00 p.m. in the City Council Chambers. Informational packets are attached for your review. cc: • Template I\cor �fv( o 'ITY OF RENTON ♦ ..0 ♦ BOARD OF PUBLIC WORKS 41),N�o� Jesse Tanner, Mayor February 8, 2000 W.S.D.O.T.Northwest Region Attn: Bruce Farrar, Program Manager Air Quality& Special Studies 15700 Dayton Ave.N. Seattle WA 98133-9710 SUBJECT: NOISE VARIANCE REQUEST SR 167-I-405 TO SR-900 ACP OVERLAY OL 3704 Dear Bruce: • A public meeting date of Thursday,March 2,2000,at 7:00 p.m.,has been set for the above referenced public meeting for the noise variance request. The meeting will be held in the Renton City Council Chambers that is on the 7th floor. I hope this works for you and your staff. The legal notice will be published in the South County,Journal,on February 21, 2000. As soon as we receive your"Notice of.Public Meeting" it will be posted in the affected area 10 days prior to the meeting. If you have.any questions or concerns,you may contact me at(425) 430-7394. • Sincerely, i Mickie Flanagan, Recording; Secretary cc: Board Members Paul Lumbert,Board Coordinator Janelle Hitch,WSDOT 1055 South Grady Way-Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 Document2\cor Washington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportation • DEVELOPMENT SERVICES February 1, 2000 CITY OF RENTON Ms. Jana Hanson FEB 01 2000 Board of Public Works Director City of Renton RECEIVED Renton City Hall 1055 South Grady Way Renton, Washington 98055 Dear Ms. Hanson and Board Members: I feel duty bound to offer my sincere apologies for my failure to completely and properly execute my procedural obligations with regard to the disbursement of the public hearing notices for the SR 167 paving project's noise variance request. While the business and residential notices were properly distributed, I failed to provide hearing notice copies to the City of Renton within the prescribed time limit. Although this was not intentional, I have no excuse in having allowed this lapse to occur. I truly regret and am sorry for the inconvenience, hardship and embarrassment my error has caused to the City of Renton, its board members and staff who acted on my behalf, and its fine citizens. Over the years the Washington State Department of Transportation and the City of Renton have forged a successful working relationship. I am proud to have been a part of this positive transformation from what was all too often a contentious coexistence in the past. I hope that we will continue to work in unison in the years ahead. I have installed new measures to ensure that all procedures will be properly addressed and that this type of incident will not happen again. Per Mickie Flanagan's suggestion we are now using King County's resources in our distribution process. We will also employ checklists for the various conditions and stipulations that are required by the many public agencies that my office deals with. I wish they could remedy the past, but of course they cannot. In closing I would like to say that I take full responsibility for this episode and will do all 1 can to earn and deserve your forgiveness. I remain at your se e, Bruce P. Farrar Air Quality and Special Studies Program Manager cc: Mr. Gregg Zimmerman Administrator - Planning/Building/Public Works C rY CityofReotoil I. PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT '`'P' -,C--� Administration - Fifth Floor A7 1055 South Grady Way Date: 01/ 00 Renton, WA 98055 TO: David & Diane Jackson FROM: A-ti&J ,J--6--04--rt> Phone: ( ) Phone: (425) 43042374 70 Fei Fax Phone: (206) 772-1248 Fax Phone: (425) 430-7241 SUBJECT: Copy of W.S.D.O.T Letter Number of pages including cover sheet SR-167/1-405 to SR-900 for Noise Variance REMARKS: El Original to *rUrgent ❑ Reply ❑ Please E For your be mailed ASAP Comment review 4211i0tJ k t . ' ' &,--r-ci-d- 1: 116-6-441.,e--- i . jcex,Itit.-1 (yee_Ztte_ ,ct. 1, 4 iii_46,L) l 1,e e M d/C Ji-t-I 07-4 , . J . / ' - / ol"2 V11-4-' 1 �QVI--e-1--- / ' , - -, , , • � 6_ _61_) 7707 - ad BOARD OF PUBLIC WORKS 8.30 a.m. Renton Municipal Building Wednesday,January 26,2000 7th floor Council Chambers IN ATTENDANCE: Jana Hanson, Chairman Larry Meckling,Building Official Dave Christensen,Utilities Systems Jim Gray,Fire Prevention Dennis Gerber,Police Paul Lumbert,Board Coordinator-Absent Judy Walter,Acting Recording Secretary VISITORS: Bruce Farrar,W.S.D.O.T. Kevin Hall, W.S.D.O.T. John McCreey, W.S.D.O.T. Ross Case,Talbot Ridge David Jackson,Resident Diane Espey-Jackson,Resident MINUTES , 1. CALL TO ORDER: Chair Hanson called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Moved by Christensen,seconded by Meckling to approve the meeting minutes of January 12,2000.MOTION CARRIED. 3. REQUESTED ACTION: • PUBLIC MEETING -VARIANCE FROM NOISE ORDIANCE, W.S.D.O.T., SR 167/1-405 to SR-900 ACP OVERLAY. The Noise Variance was determined to be an unofficial meeting due to a procedural error by W.S.D.O.T. Meeting has been rescheduled for March 2,2000. • ON/OFF—SITE DEFERRAL,TALBOT RIDGE PLAT, S. 47TH AND SMITHERS AVE. S. -applicant requests a deferral for final lift of asphalt paving to complete the recording of the plat. Action: Moved by Christensen,seconded by Meckling to grant the deferral for a 5-month period of time. Applicant shall provide a security device for$46, 500.00 which is 150% of the estimated cost of the improvements. MOTION CARRIED. Board of Public Works Wednesday, 26, 2000 Page 2 • REQUEST FOR RIGHT-OF-WAY USE PERMIT SURPLUS SALE OF POLICE ANNEX PEROPERTY, 1010 S. 2nd St. - The Planning/Building/Public Works and Community Services Departments request the Board of Public Works grant a right-of-way permit covering the area encroachment for a term running until the property is redeveloped removing the encroachment. The Board Members made the decision to approve the waive of fees for excess right-of-ways. Action: Moved by Christensen, seconded by Meckling to approve the excess right-of-way permit and further to waive the requirement for right- of-way fees. MOTION CARRIED. 4. ADJOURNMENT: Chair Hanson adjourned the meeting at 9:55 a.m. NOISE VARIANCE CHECKLIST • pf!, :o_io-.-r.- 0L- 37d4 (5,E_,,,) 7:-/:‘-'ne ,;-:Z.,":',4-;;;..4: ;•.,,,:-'Z.',Ci °.•'',V0::''AFtk:QVZ4-ft.:4,17 ''t''',"•JA°,1,=:-'4,-v '''Ft::',IV,, ,:IL:,'*.:,,t4:; V't4-'.'s:, ' z 1..;:'''''','`"''-'5% '''-`:":`‘i -°;'-'-`, - - -',.. , ,,-,' ,=:"°. ' "' , ,': ''„j`-'‘ ‘- Council Chambers availability for Public Hearing(<45 days from Application)2-3 dates BPW Agenda for concurrence of Board on best date for hearing(have alternate) c.?-/5--94) - r Call applicant and confirm date /.A -.,.? 7- f Send letters to applicant accepting and notifying of date /01 -. ZY Prepare Public Notice and give to City Clerk's office for publication to be 10 days prior to public/ meeting. b.fibfr Send notice to Board of meeting date I 0-,71- 9 IV Send packet to Mayor and Council (--.2(74-eo V When receive copy of notice from applicant,have Development. Services post(3 notices) 10 days prior to te.a.-e-e-atal--- /-, - a4f-4....- date of mtg. ,.ar7,0d-- . •/ Public Hearing Date (Confirm room,board members, staff, etc.) / Obtain key from City Clerk office day of meeting Notify City Clerk's 24 hours before meeting if visual/audio equipment needed for set-up ,e E-mail members a reminder and confirm their attendance . / Contact Facilities to have front door opened and closed - ---dR4/ a k/ Notify applicant by letter of Board's decision ---0-- h:bpw/var/noslist/jw 8/1999° Jit-11/04. ik4VC). a . Washington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportation January 19, 2000 RECEW D Jana Hanson JAN 2 4 2000 Board of Public Works Director City of Renton CITY OF RENTON Renton City Hall - 5th Floor PUBLIC WORKS ADMIN. 1055 South Grady Way Renton, WA 98055 Dear Ms. Hanson: Pursuant to the city of Renton instructions regarding our noise variance application and the scheduled public meeting of Wednesday January 26, 2000 at 7:00 PM: It is the Washington State Department of Transportation's (WSDOT) responsibility at least ten days before such a meeting to provide written notification of the public meeting to any resident or property owner that will experience an increase in noise, or potentially have an increase in noise, such that this variance will increase the quantity of noise received by the property owner or resident. I hereby state that on January 7, 11, and 14, 2000 I delivered copies of the attached notice to all residences located within 800 feet of the work area as indicated on the enclosed aerial photograph. Sincerely, BRUCE P. FARRAR Air Quality and Special Studies Program Manager o111111111//// N�...........PAT /TF/�ii BPF/jch `�` 1"1••,1°,\o � o.��i Attachments • ;v° 07A qy `� ®0 cc: John Johnson/Mike Askarian MS 143 Ino Goller/Bill McKee MS 59 i�'S"••E P�e` ®°oa•� Don Wills MS 111 10 %�OF..AsNO Day File File • Q_ v_ aO- MoO JAN-24-00 MOM 10: 11 AIS WSDOT/DAYTON 5TH FLR FAX NU. 2Ub44U4UU5 t'. L • IOW � Washington State Northwest Region VI/ Department of Transportation • Sid Morrison Secretary of Transoortat.ol January 19, 2000 Jana Hanson Board of P • is Works Director City of nton ' Remo, City Hall - 5°t Floor 10 ' South Grady Way enton, WA 98055 Dear Ms. Hanson: Pursuant to the city of Renton instructions regarding our noise variance application and the scheduled public meeting of Wednesday January 26, 2000 at 7:00 PM: it is the Washington State Department of Transportation's (WSDOT) responsibility at least ten days before such a meeting to'provide written notification of the public meeting to any resident or property owner that will experience an increase in noise, or potentially have an increase in noise, such that this variance will increase the quantity of noise received by the property owner or resident. I hereby state that on January 7, 1 l, and 14, 2000 I delivered copies of the attached notice to all residences located within 800 feet of the work area as indicated on the enclosed aerial photograph. Sincerely, ------/Ef— BRUCE P. FARRAR Air Quality and Special Studies Program Manager PIVIAr, oiluui►iai BPF/jch ``..,r0\4.OS 01V ftp F9��i'. Attachments �•� 3f WAR), ��t�� cc: ' John Johnson/Mike Askarian MS 143 P/Bt' o:`� o Goller/Bill_McKee-D �'�'r:�' oo�a���`� Don Wills MS 111 %i��r�p s••�H\av�`�� Day File '''��a,ii�,As��``N File 1 SSL --� Q azo cn — (oey ad/ W /-- a 6- A-6 0 Washington State Northwest Region Department of Transportation Sid Morrison Secretary of Transportat!cn CITY OF RENTON NOTICE OF PUBLIC MEETING BY THE BOARD OF PUBLIC WORKS JANUARY 26, 2000 AT 8:30 A.M. RENTON MUNICIPAL COUNCIL CHAMBERS 1055 SOUTH GRADY WAY, RENTON, WA For consideration of a NOISE VARIANCE for the Washington State Department of Transportation State Route 167 Pavement Overlay. The Washington State Department of Transportation is applying for a noise variance to allow nighttime paving work, for sixty-five nights, on State Route 167 beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier Avenue S. And S. 2nd Street. During nighttime construction activity hours (10 p.m. - 7 a.m. weekdays, 10 p.m. - 9 a.m. weekends and holidays) the equipment expected to be used (but not necessarily limited to) includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders, jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards, . and truck mounted impact attenuators. The highest noise levels generated by equipment use or activities to be done during nighttime hours will be approximately 90 dBA at 50 • feet. The work is expected to take place between April of 2000 and continue through December of 2000. ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit letters in support or opposition to the request. Correspondence should be addressed to Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA 95055. For more information about this Washington State Department of Transportation project call Bnice Farrar at (206) 440-4546 or Janelle Hitch at (206) 440-4541. JAN-24-00 MON l0W AM VYSDOT4nAYTON 5TH FLR FAX NO. 2084404805 P. 3 � Washington State Northwest Region VI/ Department of Transportation Sid Morrison Secretary of Transoortat•cn CITY OF RENTON NOTICE OF PUBLIC MEETING BY THE BOARD OF PUBLIC WORKS JANUARY 26, 2000 AT 8:30 A.M. RENTON MUNICIPAL COUNCIL CHAMBERS 1055 SOUTH GRADY WAY, RENTON, WA For consideration of a NOISE VARIANCE for the Washington State Department of Transportation State Route 167 Pavement Overlay. The Washington State Department of Transportation is applying. for a noise variance to allow nighttime paving work, for sixty-five nights, on State Route 167 beginning approximately 1.2 miles south of the SR 167/405 interchange and ending at Rainier Avenue S. And S. 2"`' Street. During nighttime construction activity hours (10 p.in. - 7 a.m. weekdays, 10 p.m. - 9 a.m. weekends and holidays) the equipment expected to be used (but not necessarily limited to) includes asphalt pavers, air compressors, generators, pavement saws, pavement grinders, jack hammers, compaction rollers, striping equipment, trucks, light plants, arrow boards, and truck mounted impact attenuators. The highest noise levels generated by equipment use or activities to be done during nighttime hours will be approximately 90 dBA at 50 feet. The work is expected to take place between April of 2000 and continue through December of 2000. ANY AND ALL INTERESTED PARTIES are invited to present testimony or submit letters in support or opposition to the request. Correspondence should be addressed to Board of Public Works, Jana Hanson, Renton City Hall, 1055 S. Grady Way, Renton, WA 93055. For more information about this Washington State Department of Transportation project call Bruce Farrar at (206) 440-4546 or Janette Hitch at (206) 440-4541. ,) Y o iITY OF RENTON ♦ ♦ BOARD OF PUBLIC WORKS Jesse Tanner, Mayor December 28, 1999 W.S.D.O.T.Northwest Region Attention: Bruce Farrar, Program Mgr. Air Quality& Special Studies 15700 Dayton Ave.N. Seattle WA 98133-9710 SUBJECT: NOISE VARIANCE REQUEST SR 167/1-405 TO SR-900 ACP OVERLAY OL 3704 Dear Mr. Farrar: A Public Meeting date of Wednesday,January 26,2000,at 8:30 a.m.,has been set for the above referenced public meeting for the noise variance request. The meeting will be held in the Renton City Council Chambers that is on the 7th floor. The Board of Public Works determined due to limited residential impact that a day meeting was more desirable. I hope this works for you and your staff. The legal notice will be published in the South County Journal on January 12,2000. As soon as we receive your"Notice of Public Meeting" it will be posted in the affected area 10 days prior to the meeting. If you have any questions or concerns you may contact me at (425)430-7394. Sincerely, Mickie Flanagan, Recording Secretary cc: Board Members Paul Lumbert,Board Coordinator Janelle Hitch,WSDOT 1055 South Grady Way- Renton, Washington 98055 (425)430-7204 Facsimile (425)430-7241 Documents\cor BOARD OF PUBLIC WORKS 8:30 a.m. Renton Municipal Building Wednesday, December 15, 1999 6th Floor Conference Room IN ATTENDANCE: Jana Hanson, Chairman Larry Meckling, Building Official Dave Christensen, Utilities Systems Paul Lumbert, Board, Coordinator Jim Gray, Fire Prevention Dennis Gerber, Police Mickie Flanagan, Recording Secretary,Absent Judy Walter,Acting Recording Secretary VISITORS: Jim Brison, La Colina Plat MINUTES 1. CALL TO ORDER: Chair Hanson called the meeting to order at 8:30 a.m. 2. APPROVAL OF MINUTES: Meeting minutes of December 8, 1999 are unavailable. 3. REQUESTED ACTION: • OFF-SITE DEFERAL,LA COLINA PLAT, LUA 95-167,Edmonds Ave. S.E. and S.E. 2" Ct. - applicant is requesting a deferral for final lift of asphalt, sidewalks, street lights, pavement markings, and monuments. Action: Moved by Christensen,seconded by Gerber,to grant the deferral for final lift of asphalt, sidewalks, street lights, pavement markings, and monuments; subject to the following conditions: 1. Street lighting system - 4 months. 2. Final lift of asphalt- 1 year. 3. Sidewalks - 4 months or until any of the houses are occupied. 4. Button markers and paint stripes. Allowed for 6 months. 5. Centerline monumentation- 1 year. Applicant shall install temporary pk nails for centerline monuments and applicant's Land Surveyor shall provide a letter to the City identifying his intent to provide monumentation prior to the expiration of the deferral and shall make notes on the plat as approved by the Technical Services Division regarding this matter. 6. Staking of front lot corners - 5 months. 7. Landscaping - 1 year. 8. Two security devices are required that are acceptable to the Board in the amount of$238,086.00 - items 1 thru 6 and $106, 015.50 - item 7 to Board of Public Works Page 2 cover the cost at 1.5 times the estimate cost. Motion Carried. • U.S. WEST COMMUNICATION, at S.E. 5TH St. from S.E. 6th to Newport Ave. - applicant requests an Underground Variance to the Underground Ordinance for the installation of aerial cable to existing pole lines in the public right-of-way. Action: Moved by Christensen, seconded by Gerber,to grant the variance for the installation of aerial cable to existing pole lines in the public right-of-way, subject to the applicant agreeing to participate in any future project that would place these overhead utility lines underground. Motion Carried. • OFF-SITE DEFERRAL, SYLVIA SHORT PLAT,Renton Ave. S. and S. 7"' St.- to appoint Board of Public Works representative to attend Appeal on January 4,2000, at 9:00 a.m. Action: The Board appointed Dave Christensen to attend the Appeal Hearing. 4. OLD BUSINESS: PUBLIC MEETING REQUEST- W.S.D.O.T. is requesting a public meeting to the noise variance. The project is scheduled to advertise on March 6,2000 for 65 days of night work beginning in April of 2000 and continue through December 2000. Action: The Board made the decision to have a day meeting on Wednesday,January 26,2000, at 8:30 a.m. in the Council Chambers. 5. ADJOURNMENT: Chair Hanson adjourned the meeting at 8:50 a.m. PLN/BLDG/PUBLIC WORKS DEPT DEVELOPMENT sEf:1/ICEs CITY OF RENTON • REQUEST TO OPEN NEW FILE JAN 2 5 2000 RECEIVED TO: TECHNICAL SERVICES DATE: /'� '�D FROM: 4 z' z, /)a.G A) DIVISION/SECTION: fl/ñ/192) 2 nLe4;, ######################################### 007; �9 7/- --57? 7/-1- 4510S l� 543 90 TITLE OR NAME OF FILE: A C P iy� (70 Characters axintum) OTHER NAMES,KEYWORDS,OR ALIAS: (70 Characters Max.Each) DESCRIPTION OF FILE CONTENT:—72P, 4,17 1.L, 2 —A > ( �1ie) - Location of File: (code# on file drawer) C NJ T S'O// SUGGESTED FILE CODE: '/Cc) O 3 – n I "I 0 Narrative: (include disposition strategy and retention schedule) [//2dv •( SUBMITTING DIVISION'S SUPERVISOR APPROVAL: forms/new file/ckd APPROVED BY TSS: DATE: 5-31-91 if/Y)liej 91j) .9, ORa:"0-b1) CITY'OF RENTON • peraa Office of the City Attorney Jesse Tanner,Mayor Lawrence J.Warren • • • • August 4, 2000 Mayor Jesse Tanner. Renton City Council Members 1055 South Grady Way • Renton,WA 98055 Re: Holiday Inn Select Appeal of Noise Variance for DOT • Dear Mr. Mayor and Members of the Council: It is my pleasant duty to inform you that the Appeal filed by Holiday Inn Select of the noise variance granted to DOT for repair work on SR-167 has been dismissed on standing and • jurisdictional grounds. The court never got to the merits of the Appeal because of its decision on standing and jurisdiction. I will not bore you with the specifics because they are highly technical. Of course, concerning the substantial amount of work put into this variance by City • staff and the City Council, it is gratifying to have the Appeal dismissed. Should you have any follow up questions, please feel free to contact me. Very ly yours, • Lawrence J. arren LJW:tmj cc: Jay Covington Jana Hanson Gregg Zimmerman T10.25:03 • • • Pnct (lffirp Rnx S S - 1 nn S ?.nd Street - Renton Wachinatnn 95057 - (4?512.55-R67R July 10,2000 Renton City Council Minutes Page 244 Councilman Corman recommended that a staff member attend the Sound Transit Meeting. Councilmember Keolker-Wheeler suggested that Ms. Retzloff accompany the staff member to the meeting. Citizen Comment: See—Dean John See,438 Burnett Ave. S.,Renton, 98055,reported that he received a letter Sherman Apartments from the City informing him of a proposal to build a 67-unit apartment building (Williams Ave S) on Williams Ave. S.between S. 4th and S. 5th Streets (Dean Sherman Apartments). Mr. See expressed concern regarding the impact of the apartment building on the surrounding area's density,traffic and parking. He said he was especially concerned about access on the one-way alley located behind his house. He asked Council to consider reducing the zoning density in the subject area. Responding to Council President Corman,Principal Planner Rebecca Lind said that the application is currently undergoing administrative review. Councilmember Keolker-Wheeler said the Planning&Development Committee is currently reviewing the proposed Comprehensive Plan amendments, one of which addresses the South Renton area. She felt that until now, a plan has not been developed that specifically focuses on the needs and vision of this neighborhood. Mayor Tanner asserted that the administration is proposing to reduce the current density in South Renton. Economic Development Administrator Sue Carlson confirmed that the zoning density in this area is 100 dwelling units per acre. However,the development proposal"is far less dense. She noted that staff will be in contact with Mr. See to discuss the proposal. Citizen Comment: Olson— - Nita Olson,430 Burnett Ave. S.,Renton, 98055, inquired if the apartments are Dean Sherman Apartments going to be senior housing and asked to be a party-of-record regarding this (Williams Ave S) matter. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Appointment: Human Rights Mayor Tanner appointed Sandel Demastus, 1137 Harrington Ave.NE,Renton, &Affairs Commission 98056,to the Human Rights&Affairs Commission to fill an unexpired two- year term vacated by David Fox; term to expire 9/19/00. Refer to Community Services Committee. CAG: 00-073,Rolling Hills City Clerk reported bid opening on 6/29/00 for CAG-00-073,Rolling Hills Reservoir&Booster Pump Reservoir&Booster Pump Station, and Talbot.Booster Pump Station Station, Seaboard Construction Modifications; six bids;project estimate$3,135,820; and submitted staff recommendation to award the contract to the low bidder, Seaboard Construction,Inc.,in the amount of$2,562,608.14. Council concur. CAG: 00-092,2000 Street City Clerk reported bid opening on 6/26/00 for CAG-00-092,2000 Street Overlay,Western Asphalt Overlay project; three bids;project estimate $518,724.42; and submitted staff recommendation to award the contract to the low bidder,Western Asphalt, Inc., in the amount of$438,262.16. Council concur. CRT: 00-005, Holiday Inn Court Case filed by Ronald C.Mattson, 321 Burnett Ave. S.,Renton, 98055, on e ec v en on behalf of the Holiday Inn Select of Renton, seeking a review of the granting by ,Pqe,a,I set- (\ �D_ the City to the Washington State Department of Transportation(WSDOT)of a 1 J variance to Renton's noise level regulations for repaving of State Route 167. 005 Refer to City Attorney and Insurance Services. Development Services: Budget Development Services Division requested approval of a$30,000 budget Increase for Increased increase to meet projected expenditures for structural consultants utilized in the CITY OF RENTON COUNCIL AGENDA BILL AI #: g. SUBMITTING DATA: FOR AGENDA OF: 7/10/2000 Dept/Div/Board.. City Clerk -- Staff Contact... Marilyn Petersen AGENDA STATUS: Consent XX SUBJECT: Public Hearing.. CRT-00-005; Court Case—Holiday Inn Select v. Renton Correspondence.. Ordinance Resolution Old Business.... EXHIBITS: New Business.... Land Use Petition filed in King County Superior Court Study Session... Other RECOMMENDED ACTION: APPROVALS: Legal Dept Refer to City Attorney and Insurance Services Finance Dept.... Other FISCAL IMPACT: Expenditure Required... Transfer/Amendment.. Amount Budgeted Revenue Generated... SUMMARY OF ACTION: Land Use Petition filed in King County Superior Court by Ronald C. Mattson, 321 Burnett Ave. S., Suite 401, Renton, 98055, representing the Holiday Inn Select of Renton. The petitioner seeks a review by the court of the granting by the City to the Washington State Department of Transportation of.a variance to Renton's noise level regulations for repaving of State Route 167. agendabl.doc/c 06/S20/00 1 FAX FAX 206 768 °(19 X1001 • g pw_oa- oo1 Department of Transportation / Olympia, Washington 98504 4fiipt :Jure 08, 2000 ATTENTION:All Bidders and Planholders SR 167 1-405 VIC TO SR 900 COUPLET NH-0167(029) Addendum No. 1 The Special Provisions for this project are amended as follows: Special Provisions • 1. On page 8, line 7 through page 9, line 47 is revised to read as follows: City of Renton Noise Variance All costs to comply with the noise variance requirements below shall be included in the associated items of work. The Contractor shall identify the nights during which each variance will be needed on the Progress Schedule prepared in accordance with Section 1- 08.3. The City of Renton has granted a noise variance from respective city noise ordinances for nighttime construction. This variance allows the Contractor to exceed local noise ordinance levels under the conditions outlined below . for a total of 65 nights through December 31, 2000. The variance restricts the time and number of nights in selected areas as follows: From June 5, 2000 to December 31, 2000 7 nights between Sta. 42+325 and Sta. 44+540, 14 nights from Grady Way to South 71" Street. From August.1, 2000 to December 31, 2000 15 nights between Sta. 44+540 and 44+820 10:00 p.m. to 7:00 a.m. Sunday night through Friday morning 10:00 p.m. to 9:00 a.m. Friday night through Sunday morning Non-standard equipment and work practices may.be required to meet the noise variance conditions. At a minimum the Contractor shall: A. Send all Contractor personnel to a noise mitigation training session conducted by the Contracting Agency. The training will be arranged by the Engineer and will cover the noise variance requirements, the types of construction equipment likely to require mitigation, ways to keep noise to a minimum, and the consequences of failure to comply with the variance. Post-itL Fax Note 7671 Dalc6/7C)/2.00Q p°gest To Man) Pdcrse From A I i Ayr Co./Dept.CSty 1 0 Pho A Phone Q V+2-51430 ^6hoz 206 -66 571B 'Fax* Fax#266 76 8-5919 06/.10/00 13:53 FAX 206 768 FII°° 4 002 • B. Use back up warning devices at night that are the least obtrusive OSHA approved ambient sensitive type or use a backup observer in lieu of warning devices as allowed by WAC 296-155-610(2)(e) C. Use rubber bedliners in all trucks hauling concrete or metal debris, gravel, rock, pavement, or other material tailings between the hours listed above. D. Remove all materials spilling on the roadway using sweeping methods. No scraping type equipment shall be used. E. Shield stationary noise generating equipment such as generators, blasters, compressors, etc. from residential areas. The required equipment shields shall be fabricated, by the Contractor, per specifications for portable shields detailed in the Plans. F. Submit weekly reports to the Contracting Agency indicating the number of accumulated noise variance nights used. - • G. Provide additional noise mitigation, as directed by the Engineer. If the Contracting Agency receives a complain from a single-family resident noise mitigation includes', but is not limited to, window insulators and motel accommodations. H. Provide the Contracting Agency a proposed schedule for construction three weeks prior to beginning construction. The schedule shall detail the proposed hours, of operation and nights to be worked for which noise variance nights are required. Ten calendar days prior to such work. the Contracting Agency will prepare and distribute at no expense to the Contractor public notification to residents andbusinesses including the Talbot Crest and Shattuck residential neighborhoods. This notification will include the Contracting Agency's 24-hr. telephone number to call in complaints or to voice concerns. 1. Be limited to the number of nights and hours of operations south of Station 44+820 for which noise variance nights will be allowed: Sta. 42+325 and 44+540 Night work for which the variance nights will be required is limited to no more the 7 nights. Material Transfer Devices shall be used during the paving operation. Sta. 44+540 and 44+820 Night work for which the variance nights will be required is limited to no more than 15 nights and shall occur after August 1, 2000. The vibratory mode of the asphalt compaction rollers shall be turned off. A backup observer shall be used in lieu of warning devices as allowed by WAC 296-155-610(2)(e) Material Transfer Devices shall be used during the paving operation. Begin work within this section at the beginning of the work shift and proceed outside of these limits by 11:30 P.M. The noise variance may be revoked at any time by the issuing agency. ADDENDUM NO.1 • SR 187 I-405 VIC TO SR 900 COUPLET ' NH-0167(029) 2 • '06/20/00 13:54 FAX 206 768 5.--- 10003 • ' Lighting used for night time work shall, wherever possible, be directed away or shielded from residences and oncoming traffic. Bidders shall furnish the Secretary of Transportation with evidence of receipt of this Addendum. This Addendum will be incorporated in the contract when awarded and when formally executed. Brian Ziegler, P.E. i State Design Engineer •• • • • I • ADDENDUM NO.1 SR 167 I-405 VIC TO SR 900 COUPLET NH-0167(029) 3 • • CIT 7F RENTON City Clerk Jesse Tanner,Mayor Marilyn J.Petersen June 13, 2000 . Mr. R. C. Mattson Attorney at Law • 321 Burnett Avenue S., Suite 401 Renton,WA 98055 Re: Correction—Appeals of Board of Public Works SR-167 Noise Variance Decision Dear Mr. Mattson: • At the regular Council meeting of June 12, 2000, the Renton City Council adopted the enclosed Planning and Development Committee report regarding the SR-167 noise variance appeal which corrects a typographical error on page 2, item 3 of the original report, adopted on June 5, 2000.; A copy of.that report was sent to you on June 9, 2000. . If additional assistance or information is needed,please feel free to contact this office. • Sincerely, Marilyn / '- sen _ City Clerk/Cable Manager - • cc: Mayor Jesse Tanner . Council President Randy Corman Jana Hanson, Development Services Director • 1055 South Grady Way= Renton, Washington 98055, (425)430-6510 /FAX(425)430-6516 • This paper contains 50%recycled material,20%post consumer • %, `., CIT' )F RENTON City Clerk Jesse Tanner,Mayor Marilyn J.Petersen June 13, 2000 Mr. Craig Stone, PE, Area Admin. —S. King Washington State Dept. of Trans.,NW Region P.O. Box 330310 • • Seattle, WA 98133-97910 Re: Correction—Appeals of Board of Public Works SR-167 Noise Variance Decision Dear Mr. Stone: At the regular Council meeting of June 12, 2000, the Renton City Council adopted the enclosed Planning and Development committee report regarding the SR-167 noise variance appeal which corrects a typographical error on page 2, item 3 of the original report, adopted on June 5, 2000. A copy of that report was sent to you on June 9, 2000. If additional assistance or information is needed,'-Please feel free to contact this office. Sincerely, Marilyn '/Pvrsen City Clerk/Cable Manager cc: Mayor Jesse Tanner Council President Randy Corman Jana Hanson, Development Services Director • • 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 /FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer I a June 12,2000 Renton City Council Minutes Page 210 Mr. Schumsky stated he has invested a great deal of money in his current location and cannot afford to relocate it to the Valley area. Councilman Parker inquired what would happen if Mr. Schumsky did,in fact, obtain a license from the State to operate a mini-casino. Mayor Tanner replied that Mr. Schumsky would not be able to secure the necessary permits from the City to conduct this type of operation at the current location of the All City Diner,as,this would violate Renton's zoning regulations. MOVED BY PARKER, SECONDED BY CLAWSON,COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. (See page 211 for Planning& Development Committee report on this subject.) ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a written administrative REPORT report summarizing the City's recent progress towards goals and work programs adopted as part of its business plan for 2000 and beyond. Items noted included: * The public is invited to join the Mayor and City Council for a special ceremony to dedicate the downtown park,the Piazza, on Thursday,June 15th at 6:30 p.m. * The City is holding a public open house tomorrow,June 13th,to gather input on potential improvements to the I-405/NE 44th St. interchange. * Over 76 tons of recyclable materials and 580 gallons of household hazardous waste were collected on Spring Recycle Day last month. * More than 750 children tried fishing and casting during the annual Kid's Classic Fishing Derby held at Gene Coulon Park on June 3rd. AUDIENCE COMMENT Gary McKee,6431 Corson Ave. S.,Seattle, 98178,spoke regarding the Citizen Comment:McKee— Washington State Department of Transportation's request for a noise variance SR-167 Noise Variance to conduct repaving of SR-167. Mr.McKee thanked Council for granting this Appeal(Committee Report request,but noted that the Planning&Development Committee report adopted Correction) on this subject last week referred to"S.2nd Street"when it should have referenced"S. 7th Street." MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL SUSPEND ITS RULE AND ADVANCE TO THE PLANNING& DEVELOPMENT COMMII'lEE REPORT ON THIS SUBJECT. CARRIED. Planning&Development Planning&Development Committee Chair Keolker-Wheeler presented a report Committee regarding the SR-167 Noise Variance Appeal. At the Council meeting on June Transportation: SR-167 Noise 5,2000,the Planning and Development Committee report on this subject was Variance Appeal(Committee read and adopted by the full Council. Subsequently, it was determined that Report Correction) there was a typographical error on page 2,item 3, of that report. The typographical error had the noise variance of 14 days covering work extending from Grady Way to S.2nd Street. The reference to S.2nd Street should be S. 7th Street. There is no pending appeal that would cover the territory between S. 7th Street and S. 2nd Street,and so the variance as initially requested and granted by the Board of Public Works of up to 65 days shall apply to that road section between S.2nd Street and S.7th Street. MOVED BY KEOLKER- WHEELER, SECONDED BY SCHLITZER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Council President Corman noted that item 8.a. on the printed agenda has been removed at staff's request. • - . • : ; • - APPROVED BY • ' - CITY COUNCIL . : . Date -/ -" PLANNING &DEVELOPMENT COMMITTEE COMMITTEE REPORT : • 1 June 12, 2000 • . , S11.467 Noise Variance Appeal '..':,..:',....:,:-.:!..,,...:::.„:;•::::;','.',,,r:::''..‘,.. '.- -..';,::: -,:,. s,,,,,:..,.., .2.:.:: :, .,. ..- ' ::...-:-..,-...,-•' ';':'::'',..'.''•:•';.4 .: :-::. •.'•• : : :',,'::!:1.-''' s':-',;.]'-(,, -:':':, '7''..-;'''';'•,'::',:-• i''-...1',.':• :-:''-,'•:_. '''',':•,.-',..:, ,:',,•::.-,,:','.,..-:..,•::',:-'1::3: •: • :-•• , • .: -.-..:... . •,‘,..'•:•••,••••'• -;,- •'': • '-•••,•:•. :::-',:•.:;.,,•,:•:;,."1... •,:,,,,•.: '•• ::..,:., ..,,-;:..:•:.',:‘,•,2,;,f;',„1:,':,T:::.- ..;'::':,.....,':`•? ''...,,:';•.':.:: ••::. '-:-.":4:::-:;:;• • . '::‘;' ' (Referred April 3,-- 1)(jCii)-..;':„. : .:,... .. .,•.'..,..:-,:-...:',:J:-,-:-:',.,-,..•:,..:.:2,..: ::, '..,...:::::.:.,?.•:'_;.''.-.::., i,Y •,- .::::.i..',..:::::.:._;;;. ,-.:,'., -..;.: .: '..-' r: . i . At the Council meeting on June 5, 2000, the Planning and Development 'Committee report on this subject was read and adopted by the full Council. Subsequently, it was determined that there was a typOgraphical error on page 2, item 3, of that report. The typographical error had the noie variance ,of 14 days covering work extending from Grady Way to South 2 ' Street 1 .The.reference to 'South 2,1i1.' Street should be South 7th Street. There is no pending appealthatwould cover the territory between South 7th Street and South 2nd Street, and so the kiariaiiCe as initially requested and granted by the Board • ..„ _ :of Public Works of up to 65:day shall apply to that road section between South 2nd Street . and South 7th.Street: .,./ '',., , .; . ,.,:..-.- :-,, : , . ., : ‘,•:' :'*-*--'-' . i ....t. VI .': -•,, ,:.-.,-,..•:•... ,. .. „-•:,--•.,.., s,- ,; ,. ':`, - .* : . •.: '''... . '' ,' ' ''..,‘„•: :' ..,. ,,' . , l'A.) .,. . Kathy Kee / er-Wheeler, Chair '•-.: .;' ' . - - - i ' 4 ,_d /./..i _:../., L.., -,e1111°Y../.A___ ..44:.:</._ Tim Schlitzer '•e-Chair - : / • . . _ Dan Clawson, Mem et . * 1 ,' • -, '; ': ' _1 • - • . - - City16;26:a4. . . . . - . . , c�3- CITE 'LJ RENTON mu. City Clerk N. Jesse Tanner,Mayor Marilyn J.Petersen ii - June 9, 2000 Mr. R. C. Mattson" { Attorney at Law - 321 Burnett Avenue S., Suite 401' Renton, WA 98055 • Re: Appeal of Board of Public Works Decision on WSDOT SR-167 Noise Variance Dear Mr. Mattson: At the regular Council meeting of.June 5, 2000, the Renton City Council adopted the recommendation of the Planning and Development Committee regarding the appeals of the Board of Public Works decision on the SR-167 noise variance request filed by. Washington State Department of Transportation. A copy of the committee reported is enclosed for your information. If additional information or assistance is.requested,please feel free to contact this office. Sincerely, I • an yn % ' rsen City Clerk/Ca g le Manager cc: Mayor Jesse Tanner Council President Randy Gorman Jana Hanson, Development Services Director • 1055 South Grady Way - Renton, Washington 98055 - (425)430-6510 /FAX(425.)430-6516 0'This paper contains 50%'recycled material,20%post consumer ::.; , CIT' )F RENTON 41; -13) - City Clerk J e Tanner,Mayor Marilyn J.Petersen • June 9, 2000 Mr. Craig J. Stone, PE, Area Admin. S. King Washington State Dept. of Trans.,NW Region P.O. Box 330310 Seattle, WA 98133-9710 Re: Appeal of Board of Public Works Decision on WSDOT SR-167 Noise-Variance Dear Mr. Stone: At the regular Council meeting of June 5, 2000,the Renton City Council adopted the recommendation of the Planning and Development Committee regarding the appeals of the Board of Public Works decision on the SR-167 noise variance request filed by Washington State Department of Transportation. A copy'of the committee reported is enclosed.for your information. If additional information or assistance is requested,please feel free to contact this office. Sincerely, • vie .r/ /Marilyn . P- -rsen City Clerk/Cable Manager • : cc: Mayor Jesse Tanner Council President Randy;Corman • . Jana Hanson, Development Services Director • 1055.South Grady Way -Renton,Washington 98055- (425)430.6510/FAX(425)430-6516 • ®This paper contains 50%recycled material,20%post consumer June 5, 2000 Renton City Council Minutes f Page 196 8'4"x15' (if less than a 45 degree angle), or 8'4"x16' (if a 45 degree angle or greater). Compact stalls in these facilities would be 7'6"x12' (if less than a 45 degree angle), or 7'6"x13"(if a 45 degree angle or greater). Ms. Lind added that the provisions would also allow 50% compact parking stalls in structured parking facilities, as compared to the current 30% requirement. They would also create a set of parking ratios,based on the number of bedrooms per unit, for attached dwelling resident and guest parking in structured parking garages. The last parking regulation change would affect surface parking, and be applied citywide. Under this proposal, standard parking spaces would be reduced from 9'x20' to 9'x18'. Compact spaces would be reduced from 8'6"x16' to 8'x15'. In the CD zone only, surface parking dimensions would be the same as those for a structured parking facility. Ms. Lind concluded that the final amendments either relate to definitions, or address several needed housekeeping changes. Responding to Council President Corman,Ms. Lind confirmed that the proposed parking stall dimensions reflect minimum widths and depths, and a developer could certainly elect to increase these sizes. In response to Councilman Corman,Ms. Lind said the surface parking stall dimension changes that would take effect citywide would not apply to the current on-street parking provided in the downtown. If approved,the changes would constitute development standards that would apply to private development(either residential or a mixed-use residential/commercial project). Councilman Persson did not want a reduction in front yard/street setbacks to result in site distance complications at intersections. Saying that this concern would be addressed in design review,Ms. Lind noted that the unimproved and unused right-of-way available on most streets helps combat this problem. Mr. Persson added that the City should consider applying these standards to commercial as well as to residential and mixed-used developments. Public comment was invited. • Ralph Evans, 3306 NE 11th Pl.,Renton,wondered how many of the stalls in a structured parking garage could be compact-size under the proposed changes. Ms. Lind said they would allow up to 50% compact stalls, whereas the limit currently is 30%. There being no further public comment, it was MOVED BY PARKER, SECONDED BY CORMAN,COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. MOVED BY KEOLKER-WHEELER, SECONDED BY NELSON, COUNCIL SUSPEND THE RULES AND ADVANCE TO THE PLANNING& DEVELOPMENT COMMITTEE REPORT ON THE SR-167 NOISE VARIANCE APPEAL. CARRIED. APPEAL Planning&Development Committee Chair Keolker-Wheeler presented a report Planning&Development regarding the SR-167 Noise Variance Appeal. The Committee received Committee appeals on this noise variance from the Washington State Department of Appeal: SR-167 Noise Transportation (WSDOT) and the Holiday Inn Select, covering work from Variance(WSDOT) milepost 25 north to the intersection of SR-167 and Grady Way. The Department of Transportation, in an attempt to mitigate the impact upon the general public and the Holiday Inn Select,has voluntarily limited its June 5, 2000 Renton City Council Minutes Page 195 Planning: Center Downtown This being the date set and proper notices having been posted and published in Zone Landscaping, Setback& accordance with local and State laws, Mayor Tanner opened the public hearing Parking Code Changes to consider amendments to the Center Downtown zone's bulk and parking code. Rebecca Lind, Senior Planner, explained that the purpose of the amendments is to provide a more urban-oriented development standard in the Center Downtown area for landscaping and setbacks. They are also intended to encourage structured parking by allowing smaller stall width and length dimensions and by changing compact stall percentage requirements and parking ratio standards citywide. Ms. Lind then described each proposed change, including: —Establish a zero-foot minimum front yard/street setback for the below grade portion of buildings in the Center Downtown(CD) zone. —In the CD zone outside of the Downtown Core area,revise the minimum front yard/street setbacks to allow the first 25 feet of a building's height to encroach within ten feet of the public right-of-way(rather than within 15 feet). The setback for the portions of a building higher than 25 feet would be 15 feet. —Revise the 15-foot maximum front yard/street setback to clarify that only the first 25 feet of a building's height is required to conform to this provision. Portions of a building higher than 25 feet have no maximum setback. —Simplify the minimum rear yard setbacks to clarify when one is required, and to eliminate redundancy with any applicable landscape regulations. —Revise the landscaping regulations to clarify that these apply to on-site landscaping(as opposed to landscaping established and maintained in the right- of-way). —Allow the use of hard surfaces materials in street frontage landscape buffers required outside of the Downtown Core Area(for example, concrete planters). —Permit the footings of below-grade structures to encroach into the street right- of-way, subject to City approval. This would facilitate construction of parking garages below grade within private property by allowing the footing for the foundation to project into the right-of-way. —Replace the language regarding setback averaging (section 4-2-120.C)to allow building closer to the street in the hope of encouraging a pedestrian- oriented environment with street-related entry features. This would also increase flexibility by allowing setback averaging where existing buildings have an inconsistent setback in order to provide a better fit for infill developments. —Give direction as to when and how hard surface materials can be incorporated into the landscape setback(hard surfaces being brick, stone,textured/colored concrete, etc.)to provide a transition between the streetscape and the building. Ms. Lind explained that the proposed changes to parking regulations would affect both the Center Downtown and the Residential Multi-family/Urban zones. The changes to parking stall dimensions and percentages would create two standards: surface/private garage/carport, and structured parking. For the former category, staff proposes reducing the standard stall length from 20 feet to 18 feet, and the compact stall dimensions from 8.5'x16' to 8'x15'. Standard stalls in structured parking garages would be smaller than those required for surface parking or private garages or carports, as follows: Iy June 5, 2000 Renton City Council Minutes Page 197 requested noise variance nights to 15 in the vicinity of the Holiday Inn Select, and seven in what is referred to as the freeway section. Since the committee, in considering this variance, is required to consider City Code Section 8-7-8.D concerning availability of practicable alternative methods, the application is deemed amended to reflect this lesser request. The Board of Public Works Findings, Conclusions and Decision should be amended as follows: 1. Finding of Fact#5 should be expanded by adding,prior to the last sentence thereof,the following language: "Substantial daytime closures of traffic lanes along SR-167 and Rainier Ave. S. would prevent business customers from having access to various businesses, including the Holiday Inn Select. As well, the Holiday Inn Select, depending on its location for business, adjacent to I-405 and SR-167, is located in a heavily traveled section of road from which it benefits by visibility and heavy pass-by traffic. Inherent with that benefit comes the detriment that occasional roadway improvements and repairs will be necessary." 2. Finding of Fact#7 should be amended by adding the following language: "The Department of Transportation has voluntarily limited its number of requested variance days to 15 adjacent to the vicinity of the Holiday Inn Select, and seven in the freeway section." 3. The Decision should be modified with the initial sentence reading as follows: "The noise variance, as requested, is granted for 15 days in the vicinity of the Holiday Inn Select, seven days in the freeway section, and 14 days from Grady Way to S. 2nd Street." 4. The Conditions to the Decision should be modified as follows: Condition G) should be modified to read as follows: "After receiving a complaint from a single-family resident, the applicant will be required to take further mitigation measures such as,but not limited to, insulating the windows or providing motel accommodations." Condition H) should be modified to read as follows: "A 24-hour staffed notification phone line shall be posted, and a notice of the phone number hand- delivered to residents in the Talbot Crest and Shattuck residential neighborhoods to call in complaints or voice concerns." Condition I) should be modified to read as follows: "Applicant shall be required to give ten days' prior notification to two individual groups— 1)the Holiday Inn Select, and 2)the Talbot Crest and Shattuck residential . neighborhoods. FURTHER,the night work within the area of the Holiday Inn Select should be limited to a maximum of no more than 15 nights; and the portion of the work through the freeway section will be limited to seven nights." The following additional Conditions should be added to read as follows: J) "Work in the vicinity of the Holiday Inn Select,requiring use of the noise variance, should not begin until August 1, 2000." K) "Noise-generating activities, including grinding and paving,in the vicinity of the Holiday Inn Select shall commence directly in front of the hotel as early in the evening as possible, and work away from the hotel as the night progresses. Vibratory roller equipment cannot be used directly in front of the hotel." ti i June 5, 2000 Renton City Council Minutes Page 198 L) "Department of Transportation officials met with the neighbors in the Shattuck and Talbot Crest residential neighborhoods and offered to stage and conduct its work in a manner that the neighbors found acceptable. The neighborhoods therefore withdrew their opposition to the variance. The Department of Transportation shall supply the City with a s�mmary of the concessions given to the neighbors, such concessions shall be attached to the variance as additional conditions as if fully set forth." MOVED BY KEOLKER-WHEELER, SECONDED BY CO��[ZMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. RI ED. Noting this is a highly contentious project, Councilman Parlor hoped that the State will expedite its completion to the greatest degree possble. ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a writt�n administrative REPORT report summarizing the City's recent progress towards goals nd work programs adopted as part of its business plan for 2000 and bei ond. Items noted included: * Citizens are invited to an open house on potential improvements to the I-405/NE 44th St.Interchange on Tuesday, June 13th, from 4:00 to 8:00 p.m. at the Renton Senior Activity Center. * At a recent meeting of the Employment Service Providers Network, Renton's Community Resource Directory was nominated s one of the best available community resources. * More than 1800 bridge enthusiasts gathered for a four-day competition at the Renton Community Center over Memorial Day weeke d. * Jailer Christopher Dement recently graduated number one in Practical Testing in the Corrections Academy Class of the Washingtl n State Criminal Justice Training Commission. AUDIENCE COMMENT Kristen Bamford Wynne,701 Fifth Ave. Suite 6100, Seattle, 9 104, Citizen Comment: Wynne— representing Renton Western Wear, said this business continue to have Sheridan Development& questions and concerns about the language of some of the cond tions of Temporary Downtown Alley approval for the temporary closure of the public alley lying bet een Burnett Closure and Williams Ave. S., and S. 2nd and 3rd Streets. Ms.Wynne ubmitted a memo which requested changes or clarification to seven of the ight conditions. MOVED BY KEOLKER-WHEELER, SECONDED BY CO , COUNCIL SUSPEND ITS RULES AND ADVANCE TO THE PLANNING& DEVELOPMENT COMMITTEE REPORT ON THIS SUBJEC . CARRIED. Planning&Development Planning&Development Committee Chair Keolker-Wheeler pr sented a report Committee regarding the Sheridan mixed-use development temporary alley losure(Dally Development Services: Homes,Metropolitan Place Apartments). The Committee reco mended Sheridan Development& approval of a temporary closure of the public right-of-way portion of the alley Temporary Downtown Alley that lies between, and parallel to,Burnett Ave. S. and Williams five. S., Closure between S. 2nd and S. 3rd Streets, for the construction of the loer level parking garage of the Metropolitan Place Apartments with the fo lowing conditions: 1. Access easements must be executed by Ren-Four,Inc.,RentorWestern Wear, and US West to benefit American Drapery,Dally Homes, en-Four, Inc.,Renton Western Wear, and US West. The City of Renton attorney will provide easement agreements to all parties for signature. 2. Dally Homes will provide advance notice to all businesses wh n complete June 5, 2000 Renton City Council Minutes _ Page 198 L) "Department of Transportation officials met with the neighbors in the Shattuck and Talbot Crest residential neighborhoods and offered to stage and Iconduct its work in a manner that the neighbors found acceptable. The neighborhoods therefore withdrew their opposition to the variance. The ; Department of Transportation shall supply the City with a summary of the concessions given to the neighbors, such concessions shall be attached to the variance as additional conditions as if fully set forth." MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. • Noting this is a highly contentious project, Councilman Parker hoped that the State will expedite its completion to the greatest degree possible. ADMINISTRATIVE • Chief Administrative Officer Jay Covington reviewed a written administrative REPORT report summarizing the City's recent progress towards goals and work programs adopted as part of its business plan for 2000 and beyond. Items noted included: * Citizens are invited to an open house on potential improvements to the I-405/NE 44th St.Interchange on Tuesday, June 13th, from 4:00 to 8:00 p.m. at the Renton Senior Activity Center. At a recent meeting of the Employment Service Providers Network, Renton's Community Resource Directory was nominated as one of the best available community resources. * More than 1800 bridge enthusiasts gathered for a four-day competition at the Renton Community Center over Memorial Day weekend. * Jailer Christopher Dement recently graduated number one in Practical Testing in the Corrections Academy Class of the Washington State Criminal Justice Training Commission. AUDIENCE COMMENT Kristen Bamford Wynne, 701 Fifth Ave. Suite 6100, Seattle, 98104, Citizen Comment: Wynne— representing Renton Western Wear, said this business continues to have Sheridan Development& questions and concerns about the language of some of the conditions of Temporary Downtown Alley approval for the temporary closure of the public alley lying between Burnett Closure and Williams Ave. S., and S. 2nd and 3rd Streets. Ms.Wynne submitted a memo which requested changes or clarification to seven of the eight conditions. MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL SUSPEND ITS RULES AND ADVANCE TO THE PLANNING& DEVELOPMENT COMMITTEE REPORT ON THIS SUBJECT. CARRIED. Planning&Development Planning&Development Committee Chair Keolker-Wheeler presented a report Committee regarding the Sheridan mixed-use development temporary alley closure(Dally Development Services: Homes,Metropolitan Place Apartments). The Committee recommended Sheridan Development& approval of a temporary closure of the public right-of-way portion of the alley Temporary Downtown Alley that lies between, and parallel to,Burnett Ave. S. and Williams Ave. S., Closure between S. 2nd and S. 3rd Streets, for the construction of the lower level parking garage of the Metropolitan Place Apaituients with the following conditions: 1. Access easements must be executed by Ren-Four,Inc.,Renton Western Wear, and US West to benefit American Drapery,Dally Homes,Ren-Four, Inc.,Renton Western Wear,and US West. The City of Renton attorney will provide easement agreements to all parties for signature. 2. Dally Homes will provide advance notice to all businesses when complete June 5,2000 Renton City Council Minutes Page 197 requested noise variance nights to 15 in the vicinity of the Holiday Inn Select, and seven in what is referred to as the freeway section. Since the committee, in considering this variance, is required to consider City Code Section 8-7-8.D concerning availability of practicable alternative methods,the application is deemed amended to reflect this lesser request. The Board of Public Works Findings, Conclusions and Decision should be amended as follows: 1. Finding of Fact#5 should be expanded by adding,prior to the last sentence thereof, the following language: "Substantial daytime closures of traffic lanes along SR-167 and Rainier Ave. S. would prevent business customers from having access to various businesses, including the Holiday Inn Select. As well, the Holiday Inn Select, depending on its location for business, adjacent to I-405 and SR-167, is located in a heavily traveled section of road from which it benefits by visibility and heavy pass-by traffic. Inherent with that benefit comes the detriment that occasional roadway improvements and repairs will be necessary." 2. Finding of Fact#7 should be amended by adding the following language: "The Department of Transportation has voluntarily limited its number of requested variance days to 15 adjacent to the vicinity of the Holiday Inn Select, and seven in the freeway section." 3. The Decision should be modified with the initial sentence reading as follows: "The noise variance, as requested, is granted for 15 days in the vicinity of the Holiday Inn Select, seven days in the freeway section, and 14 days from Grady Way to S. 2nd Street." 4. The Conditions to the Decision should be modified as follows: Condition G) should be modified to read as follows: "After receiving a complaint from a single-family resident,the applicant will be required to take further mitigation measures such as,but not limited to, insulating the windows or providing motel accommodations." Condition H) should be modified to read as follows: "A 24-hour staffed notification phone line shall be posted, and a notice of the phone number hand- delivered to residents in the Talbot Crest and Shattuck residential neighborhoods to call in complaints or voice concerns." Condition I) should be modified to read as follows: "Applicant shall be required to give ten days' prior notification to two individual groups— 1)the Holiday Inn Select, and 2)the Talbot Crest and Shattuck residential neighborhoods. FURTHER,the night work within the area of the Holiday Inn Select should be limited to a maximum of no more than 15 nights; and the portion of the work through the freeway section will be limited to seven nights." The following additional Conditions should be added to read as follows: J) "Work in the vicinity of the Holiday Inn Select, requiring use of the noise variance, should not begin until August 1, 2000." K) "Noise-generating activities,including grinding and paving, in the vicinity of the Holiday Inn Select shall commence directly in front of the hotel as early in the evening as possible, and work away from the hotel as the night progresses. Vibratory roller equipment cannot be used directly in front of the hotel." APPROVED BY -1 CITY COUNCIL - PLANNING & DEVELOPMENT COMMITTEE Date COMMITTEE REPORT . June 5, 2000 <SR-167;NoiseVarian'ce`Appeal : Referred A ril 3 `2000 The Planning and Development Committee received appeals on this noise variance from the Washington State Department of Transportation and the Holiday Inn Select covering work from milepost 25 north to the intersection of SR-167 and Grady Way. . . The Department of Transportation, in an attempt to mitigate the impact upon the general public and the Holiday Inn Select, has..voluntarily limited its requested noise variance nights to 15 in the vicinity of the Holiday Inn Select, and.7 in what is referred to as the freeway section. Since the ..committee, ',in considering this variance, is required to consider City Code section'8-7-8.D ;concerning availability of practicable alternative methods, the application is deemed amended to reflect this lesser request. • The Board of Public Works Findings;°Conclusions::andDecision should be amended as follows: 1. Finding of Fact #5 should be expanded by adding, prior to the last sentence thereof, the following language: "Substantial daytime closures of,traffic lanes along SR-167 and Rainier Avenue South would prevent business customers from having access to various businesses, including the.Holiday Inn Select. As well, the Holiday Inn Select, depending on its location for business, adjacent to I-405 and SR- 167, is located in a heavily traveled section of road from which it benefits by visibility and heavy pass-by traffic. Inherent with that benefit comes the detriment that occasional roadway improvements and repairs will be necessary." 2. Finding of Fact#7 should be amended by adding the following language: "The Department of Transportation has voluntarily limited its number of requested variance :days.to 15:adjacent to the vicinity.of the Holiday Irin Select, and in the freeway section.". • Cc ,c Planning &DevelopmentOmmittee . June 5, 2000. • Page - 2 . 3. .The Decision should be modified with the initial sentence reading as follows: "The noise variance, as requested, is granted, for 15 days in the vicinity of the Holiday Inn Select, 7 days in the freeway section, and 14 days from Grady Way to South 2nd Street." 4. The Conditions to the Decision should be modified as follows: Condition G) should be modified to read as follows: "After receiving a complaint from a single-family resident, the applicant will be required to take further mitigation measures such as, but not limited _to, insulating the windows or providing motel accommodations." Condition H) should be modified to read as follows: "A 24-hour staffed notification`phone line shall be posted, and a notice of the phone number;;hand delivered to residents :in' the Talbot Crest and Shattuck residential`-:neighborhoods to call ':in • complaints or voice concerns." Condition I) should be modified toread as follows: "Applicant shall be required to give 10 days prior notification to two individual groups: 1) the Holiday Inn Select, and 2) the Talbot Crest and Shattuck residential neighborhoods. FURTHER, the night work within the area of the Holiday Inn Select should be limited to a maximum of no more than 15 nights; and the portion of the work through the freeway section will be limited to 7 nights." The following additional Conditions should be added to read as follows: J) "Work in the vicinity of Holiday Inn Select, requiring use of the noise variance, should not begin until August 1, 2000." K) "Noise generating activities, including grinding and paving, in the vicinity of the Holiday Inn Select shall commence directly in front of the hotel as : - early in the evening as possible, and work away from the hotelas the night progresses. Vibratory roller equipment cannot be used directly in' front of. the hotel." • City16:23:as. CPlanning &DevelopmentOmmittee ' June 5, 2000 Page - 3 L) "Department of Transportation officials met with the neighbors in the Shattuck and Talbot Crest residential neighborhoods and offered to stage and conduct its work in a manner that the neighbors found acceptable. The neighborhood therefore withdrew their opposition to the variance. The Department of Transportation shall supply the City with a summary of the concessions given to the neighbors, such concessions shall be attached to the variance as additional conditions as if fully set forth." ' 'Aja/dv 40414 — tt)kelLet Kathy olker-Wheeler, Chair • _ ?) 4 // s - --y,•-•41-1w.._ .....„..:.,..,_dor- Tim Schlitzer, V'ce hair /' ,' ' ' '1 :- _ ( Dan Clawson, Member City16:23:as. -05/19/00 15:11 FAX 206 440 4806 NVR OPERATIONS `J111 it 0 ; ` RECEIVED--• it 0 OF? SERVCES ENTON MAY222000 BAY 192000 Washington State 75ro hwest Regio � CITY OF RENTON 0 DaytonAvenue Norrh e Department of TransportationPUBLIC WORKSADIv11N. Box 33o3io r+.EIVED Sid Morrison Seattle,WA 9613. V Secretary of Transportation (206)440-4000 CITY OF RENTON — May 19,2000 MAY. 2 2 2000 Post-it°Fax Nate 7671 Dato�-!gr_co s0, From To j _ t f9NSorg C •+ 16. ST-b",)( • RECEIVED co.roep!. co. I,J��i ,f"(,�l]CaLlrERK'S OFFICE CAT'r OC SAJEAS�'� Ms.Jana Hanson, l. Phone# Phone tom) 'No— sr 9 7-1 Board of Public Works ' . Fax#(ya5) Lf"o- �30� Fax#CAltak) y Ytr YFSCYo City of Renton 1055 South Grady Way Renton,WA 98055 SUBJECT: WSDOT and Holiday Inn Select Noise Mitigation Meeting Dear Ms.Hanson: The purpose of this letter is to summarize the recent meeting to negotiate a resolution to noise issues per the City's request. Representatives from the Washington State . Department of Transportation.(WSDOT)and the Holiday Inn Select met on May 16, • 2000,to explore mutually acceptable noise mitigation options for the roadway construction in front of the Holiday Inn Select.This was the second meeting between WSDOT and Holiday Inn Select.The first meeting was held on April 18,2000. Immediately after the April 20,2000, appeal hearing,WSDOT offered to meet with Hotel • representatives to try and reach a mutually acceptable resolution.Hotel representatives . rejected the suggestion and chose to wait until after issuance of Findings, Conclusions and Decision by the Board of Public Works. A noise variance is required when nighttime construction activities will generate interior noise levels above 50 VBA(WAC 173-60-040 and RMC 8-7-2).For clarification, WSDOT defined a"sensitive" area in front of the I-Ioliday Inn Select where construction activity has the potential to exceed the 50 dBA interior noise limit. The sensitive area is defined as approximately 920 feet,between Station 44+540 and Station 44+820, on SR 167 immediately adjacent to the Hotel. At the May 16'meeting,WSDOT and the Holiday Inn Select discussed roadway construction operations in detail.Representatives from the Holiday Inn Select commented that they gained a better understanding of the.construction activities and workable staging. Cc : '11c eoUri 05/19/00 15:11 FAX 206 440 4, NWR OPERATIONS wj uuc f Ms.Jana Hanson May 19,2000 Page 2 WSDOT Proposal WSDOT offered additional concessions in an attempt to reach a resolution that all parties can accept.First,we've identified the sensitive area as the 92,0 feet on SR 167 immediately adjacent to the Hotel that has the potential for noise impacts. Second,we will begin work within this sensitive area and then work away as the night progresses. The following mitigation measures were offered in;the Holiday Inn Select Sensitive Area: • Turn off the vibratory mode of asphalt compaction rollers.This would prevent the potential vibration motion transferring through the ground to the hotel. • Disable back-up alarms on vehicles. • Begin construction earlier than the originally proposed 10:00 PM lane closure time starting at 8:00 PM,realizing that this will cause congestion and inconvenience to the traveling public.These hours will be further,adjusted if to an earlier start if traffic patterns change as construction gets started. Work would begin within the sensitive area at the beginning of the shift\and proceed away from the area later in the night,limiting the major noise generating activities to early nighttime. • Use shields to attenuate noise of portable equipment. • Limit the nights of operation to 15 nights by requiring the use of two grinders and two pavers or specialized equipment to yield the same results'as shown below. WSDOT's appeal letter dated May 8, 2000 requested 14 variance nights based on an unrestricted nighttime work sequence and time constraints. The additional night is needed to accomplish potential noisy workin front of Holiday Inn Select during the early hours of variance nights. NoiseVarianceNights Nights in the Holiday Inn Select Sensitive'Area Activity Proposal at May 16 Meeting Grinding 4z 722 Paving Signal Detection System 43 i Total 15 1. Station 44+540 to 44+820 2. use of 2 grinders/pavers or specialized equipment to yield the same results 3. localized activity -noise will be minimized with shields • The Holiday Inn Select representatives found WSDOT's proposal not acceptable. Work after 10:00 PM when the noise variance would take affect,was thought to 05/19/00 15:11 FAX 1Ub 44U 4ZSUti lvnn urnnniivoo z - . Ms.Jana Hanson May 19, 2000 Page 3 cause too much of an inconvenience and disruption in the Holiday Inn Select's priority customer's(airline crews) sleep.This could result in loss of their contract with the airline. Holiday Inn Select Proposal Holiday Inn Select's representatives believe they are at risk of losing the airline contract if they receive too many complaints.Airline crew members and pilots with early flight assignments would likely need to get to sleep by or before 10:00 PM.The Holiday Inn Select proposed to begin lane closures at 6:00 PM and cease noise-generating activities by 10:00 PM. They also proposed placing guests away from the noise source(SR 167) as much as possible,but this would be limited due to their occupancy rates which are the highest from July to September. WSDOT representatives found Holiday Inn Select's proposal not acceptable. Beginning work at 6:00 PM would require lane closures during the evening peak traffic period,severely limiting traffic capacity and creating access impacts to other businesses. Ceasing construction activity by 10:00 PM would not allow for construction efficiency over such a short time span. WSDOT's second choice for completing this work would be on weekends.Utilizing the variance nights already granted,work would be scheduled for 24 hours a day throughout the weekend. This would compress the impacts into several weekends preventing the work from being strung out over two construction seasons. Additional Relief Regarding the May 8,2000,Renton City Council adoption of the recommended report from Planning and Development Committee to authorize work in areas not affected by the appeal to proceed, WSDOT offers the following: • Based on typical rates of production speed for the types of equipment needed, we would expect to be through the Ploliday Inn Select sensitive area by 11:00 to 11:30 PM. • Requiring the contractor to pick up and move his operation outside of the sensitive area right at 11:00 PM rather than continue,will lead to inefficiencies and will prolong the night time work.We will need some relief by allowing an additional number of nights for the contractor to come back and complete the remaining short sections. 05/19/00 15:12 FAX 206 440 41 NWR OPERATIONS • Ms_ Jana Hanson May 19,2000 Page 4 •Thank you for your patience in allowing us the opportunity to resolve the noise issues with the Holiday Inn Select. Unfortunately,we have not been able to reach agreement with their representatives. We have put forth our best effort and proposal to reduce impacts to the Holiday Inn Select while avoiding severe daytime traffic closures. My staff will continue to try and find ways to minimize noise impacts throughout the,life of this contract. If you have any questions,please feel free to call me or the Project Engineer, Gary McKee, at(206)768-5761. Sincerely, e/f Craig J. Stone,PE Area Administrator- South King CJS:aa cc: R.Mattson,Attorney for the Holiday Inn Select • • c: }t CITE' ;'JF REN.TON 11)6t7i • City Clerk Jesse Tanner,Mayor Marilyn J.Petersen May 16, 2000 Mr. Craig J. Stone, PE, Area Admin. —S. King Washington State Department of Transportation Northwest Region P.O. Box 330310 Seattle, WA 98133-9710 Re: SR-167 Noise Variance Appeal Dear Mr. Stone: At the regular Council meeting of May 8, 2000, the Renton City Council adopted the recommendation of the Planning and Development Committee to authorize work in areas not affected by the subject appeal to.proceed. The Council recommended that work on the project be permitted north of Grady Way on the condition that the contractor be instructed that the work closest to the Holiday Inn Select, that is the first 500 feet north of Grady Way, be accomplished as much as possible before 10 pm and that no work in that - area occur after 11 pm. `_This restriction"maybe modified in the final decision concerning this appeal, or upon a showing by the Department of Transportation that the decision has worked a hardship. • A copy of the committee report is enclosed for your information. If I can provide additional information,please feel free to call. , Sincerely; l Yff Marilyn Jr'e sen City Clerk/Cable Manager cc: Mayor Jesse Tanner - Council President Randy Corman Jana Hanson,Development Services Director • • 1055 South Grady Way - Renton, Washington 98055 -.(425)430-6510 /FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer %, CITE' DF RENTON 4; . .774 City Clerk Jesse Tanner,Mayor Marilyn J.Petersen • May 16, 2000 Mr. R. C. Mattson . Attorney at Law 321 Burnett Avenue S., Suite 401 Renton, WA 980955 • Re: SR-167 Noise Variance Appeal Dear Mr. Mattson: • At the regular Council meeting of May 8, 2000,the Renton City Council adopted the :.recommendation of the Planning and Development Committee to authorize work in areas •.not affected bythe subject appeal to proceed. The Council recommended that work on ...the project be permitted north of Grady Way on the condition that the contractor be : instructed that the work closest to the Holiday Inn Select,that is the first 500 feet north of -:-..Grady Way, be accomplished as much as possible before_10 pm and that no work in that area occur after 11.pm.-.Thisrestriction may bemodified in the final decision concerning this appeal, or upon a showing by the Department of Transportation that the decision has • worked a hardship. • A copy of the committee report is enclosed for your information. If I can provide . additional information, please feel free to call. . • Sincerely, • • • /aril n /�ii=sen arilyn Clerlc/Ca.le Manager , cc: Mayor Jesse Tanner Council President Randy Corman - Jana-Hanson, Development Services Director 1055 South Grady Way - Renton, Washington 98055 (425)430-6510 /FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer App p C o 4,e e Po n/PE r 5.67.4-0 IeL--:o04 A'P --7v • It- / G'iakta ( r5At m) ©OPY • 4111116. • 117/ Washington State Northwest Region • 1I/ Department of Transportation 15700 Dayton Avenue North P.O.Box 330310 — Sid Morrison Seattle,WA 98133-9710 Secretary of Transportation • (206)440-4000 May 8, 2000 CITY OF RENTON MAY 1 2 2000 RECEIVED DEVELOPMENT SERVICES Ms. Jana Hanson • CITY CLERK'S OFFICE CITY OF RENTON Board of Public Works Chairperson MAY 10 2000 City of Renton 1055 South Grady Way RECEIVED Renton, WA 98055 Dear Ms. Hanson: I received the City of Renton Board of Public Works' Findings, Conclusions and Decisions dated April 28, 2000, regarding the noise variance appeal for the State Route 167 Resurfacing Project. Thank you for the opportunity to comment. WSDOT continues to have the following concerns: • WSDOT has put forward the best scheduling of work possible. Any modifications to the proposed nighttime work will have inefficiencies.and impacts. • Noise variance allowances in the vicinity of the Holiday Inn Select and the freeway section are inadequate to complete the work at night. • Daytime weekend closures are the preferred alternative without sufficient nighttime noise variances. • Daytime weekend closures will have high impacts to business,mobility for emergency services, and safety of the travelling public and construction crews. • WSDOT had recent experience in the City of Seattle on State Route 99 where daytime work resulted in substantial delays and frustrations to business owners and the travelling public. This was a no win situation that damaged the credibility of both agencies. • Work directly in front of the hotel will be scheduled outside of the hotel's peak period. • WSDOT has offered noise mitigation measures to the hotel representatives,but they were unwilling to negotiate. I appreciate the City's efforts to evaluate the need for this variance, and I am pleased with the board's findings in favor of nighttime construction work. The board granted WSDOT the noise variance with conditions, and we are happy to comply with Conditions A through H. However,I would like the City to reconsider portions of Condition I that limit night work within the areas of the Holiday Inn Select and the freeway section to a maximum of six and four nights,respectively. This restriction means that work would have to be done during the day with resulting traffic impacts. Jana Hanot - • May 8, 2000 Page 2 • • Please let me share with you a recent.experience WSDOT had while paving State Route 99 (Aurora Avenue) in the City of Seattle. This resurfacing project had similar business and access conditions to,SR 167/Rainier Avenue South. City of Seattle officials did not grant a noise variance for work at night. Daytime work and concurrent lane closures thus ensued, causing miles of grid-lock and,blocked access to businesses. Ongoing complaints from the public and business owners were received by the City and WSDOT, creating a difficult and uncomfortable work environment for construction crews and agency staff alike,and damaged the credibility of both agencies.We hope to-avoid a repeat of this experience. The board's findings stated that the use of two grinders and scheduling of the work could lessen the needed number of noise variance nights.This document illustrates the best construction schedule we can offer. Changes to this schedule will result in inefficiencies that will negatively affect the citizens of Renton and surrounding communities. Holiday Inn Select Vicinity WSDOT evaluated using two grinders in the vicinity of the hotel, as shown in the table below. WSDOT's appeal asked for 16 noise variance nights,with six of those nights proposed for grinding activity. Using two grinders,as the board requested,may reduce the grinding activity from six nights to four nights.However, I would like the City to understand that it will be a challenge to do the grinding work in four nights. WSDOT is committed to do our best,but we are not confident that using two grinders in that location at one time would be successful due to the tight confines of the work area. Four of the variance nights will be dedicated to installing the signal detection system, which requires the use of saw cutting equipment. This activity is localized and the noise will be minimized with the use of shields. Therefore,a total of 14 noise variance nights in the vicinity of the hotel are needed. Noise Variance Nights in the Holiday Inn Select Vicinity Activity Original Request New Request Grinding 6 4* Paving 6 6 Signal Detection System 4** 4** Plastic Removal 0 0 Total 16 14 * use of 2 grinders ** localized activity which will be minimized with shields Ms. Jana Hanson May 8,2000 Page 3 WSDOT met with Holiday Inn representatives to identify ways to mitigate noise impacts. WSDOT proposed to start the noise-generating activities (grinding and paving) directly in front of the hotel early in the evening and work away from the hotel as the night progressed. Furthermore, WSDOT proposed that vibratory roller equipment not be used directly in front of the hotel. These measures will reduce night-long noise impacts to the patrons of the hotel. Unfortunately,the Holiday Inn representatives did not accept these mitigation measures. Freeway Section WSDOT's appeal asked for eight noise variance nights to accomplish the work in the freeway section, as shown in the following table. At the board's request,we've found ways to reduce our request to seven variance nights, with the use of HOV closures that WILL have some traffic impacts. We also evaluated the use of two grinders;however, due to inefficiencies in construction operation,the use of two grinders has little time saving benefit in the freeway section. Noise.Variance Nights in the Freeway Section Activity . Original Appeal New Request Grinding 3. 2 Paving 4 4 Signal Detection System 0 0 Plastic Removal 1 1 Total 8 7 Impacts if Requested Variance is Not Granted If the full number of variance nights that we request are not granted, some of the work will need to be accomplished during weekend days. Although both WSDOT and the City's traffic experts cannot quantify the exact impacts,both agencies agree that weekend • day work will cause gridlock, limit access to businesses,restrict mobility of emergency services, and frustrate the'travelling public. The traffic volumes on SR 167 at the freeway section and hotel area are generally as high on weekends as weekdays. Weekend traffic entering the city for work,business or shopping will be severely restricted. We expect to get complaints from the travelling public,but those complaints could be jointly managed by WSDOT and the City. If the City chooses to grant only four variance nights in the freeway section,then carry over work will have to be accomplished Ms. Jana Hanson' May 8, 2000 Page 4 • • during weekend day closures. Weekend day closures will have more impact to citizens in the Renton area than seven nighttime closures. I feel strongly that daytime closures in the vicinity of the hotel will generate numerous complaints from the travelling public hnd business. I urge you to reconsider the noise variance limitation and allow us 14 noise variance nights in the vicinity of the hotel. • -Before closing, I would like to point out an additional work scheduling opportunity that may reduce the hotel's concerns. In the board's Findings, Conclusions and Decision, it states that 90% of the hotel's business is from April to July. We will schedule the work in the hotel vicinity to occur after July. WSDOT is ready to cooperate with the hotel on additional mitigation measures and that we are committed to a resolution that all parties can accept. Thank you for reconsidering night time work limitations within the areas of the Holiday Inn Select and freeway section. I assure you that during construction, WSDOT will do everything possible to reduce the noise generated from,this project. If you have any questions,please feel free to call me or the Project Engineer, Gary McKee, at(206) 768- 5761. Sincerely, Craig J. Stone, PE Area Administrator South King CJS:sct cc: R. Mattson, Attorney for the Holiday Inn Select /9DPEP te b MDeNG4i c)„11-..00 leeP:. 10 ®t. - _i &obi/4 . (, e-1 lePim Ronald C. Mattson, AL-,ney at Law 321 Burnett Avenue South,Suite 401 Renton,Washington 98055 (425)255-5657 Fax: (425)235-1869 Toll-Free:1-888-655-5657 May 11, 2000 CITY OF RENTON Renton City Council Planning and Development Committee MAY 1 1 2000 1055 Grady Way RECEIVED Renton, WA 98055 CITY CLERK'S OFFICE Subject: Appeal of Decision of Board of Public Works:Noise Variance for SR-167 Resurfacing Dear Members of the Committee: The revised"complete" Findings, Conclusions and Decision of the Board of Public Works on remand from this committee have been received and reviewed. These revised Findings are a fairly transparent attempt to re-cast the original into a form supporting the foregone conclusion that the variance would be granted. In other words, they constitute nothing more than different clothes for the same body, dressed up for a different occasion. However, that does not make them pass legal muster any better. A few examples (numbers refer to Finding numbers): 2. The statement that there"will be grinding only in the median almost to Grady Way South" is incomplete. Where is the beginning point? Within the sensitive area most affecting Holiday Inn Select and its guests, there is no median so it cannot be posited that the grinding will will only be in the median almost to Grady Way. 3. There is no support in the record that the level of maximum noise would be rare and temporary. It should not need pointing out that this entire project is temporary but that does not lessen its odousness. 4. While noise levels drop with distance, it is patently NOT TRUE (nor supported in the record)that "walls and windows lessen noise to one degree or another;" they in fact can and do increase the noise by echo and reverberation effects. 7. There is no support in the record, other than an unsupported opinion of the variance applicant, that there would otherwise be"large-scale backups and massive gridlock" nor that"[t]raffic would back up all the way to Kent down SR-167." This is simply another case of hyperbole which has apparently been bought in its entirety by the Board. As stated at the hearing April 20, there will be adverse traffic impacts as a result of this resurfacing project; that cannot be avoided. What can and should be avoided is the disruption of the quiet hours of the night when many residents and guests are trying to get a night's sleep. 8. There is nothing in the record to support the Finding that congestion would be "unacceptable." Ce, : a. 7 „'41K' May 11, 2000 Planning&Development,.Page 2 9. The doubling and tripling of costs is totally unsupported in the record and was stated as a "probably" by the variance applicant and NOT by a person who had anything to do with the financial aspects of the project. 11. There was no nighttime testing so the finding as to "normal nighttime ambient noise" is purely speculative and unfounded. 12. This Finding fails to recognize that the two-year contract may be cancelled and that the flight crews may demand and receive immediate relocation to comparable accommodations if they are unsatisfied-with the Holiday-Inn Select. It is submitted that this project, creating the volume of noise which has been analogized to that of a fire alarm sufficient to wake a sleeping person, would be sufficient cause for a flight crew to demand relocation and; for the period of time in question, this would ultimately result in the loss of that contract to Holiday Inn Select. The following comments relate to the numbered Conclusions: 1.1. The undue hardship of the Washington Department of Transportion(WSDOT) is not supported. 1.2.. This conclusion flies in the face of most of the evidence before the Board and Committee. 1.3.:.. Simply unsupported; there are workarounds which the Board has not considered. 1.5 - 7.These appear to be no more than recitations of the Code and, therefore, do not stand as Conclusions. 3... That work during.the.:day.:would."undoubtedly be riskier" is a conclusion beyond the reach of the Findings and the testimony. What is undoubtedly true is that work at night is riskier due to the reduction in visibility. The conditions under which the variance is,now granted deletes the requirement that backup alarms be deactivated and replaced with personnel. The requirement of"two substantial continuing complaints" is an unenforceable standard. The Committee is respectfully requested to reverse the action of the Board and deny the variance. Respectfull bmitted, R. C. Mattson RCM/abm cc: Client 4, 05/08/00 14:29 FAX 206 440 4806 N%YR OPERATIONS I?j 001 RECEWED goE--). ( L�QP�IA;�1i SERVICES Allikk �[�Y`O �NTON CITY OF RENTON ����YY Washington State . . Northwest o rt �I�NgcuNea0O Department of TYansportation P.O.Box 330310 • SWMorrison MAY 1 2 2000 Seattle,WA 96133-9RECEI\y/GCD Secrelary of Transportation RECEIVED . (206)440.4000 • • May 8;2000 CITY CLERK'S OFFICE Post-it°Fax Note 7671 DBIB - pages► 9 To -31n=truA PfPn )SON From CO-AIG- 5 7714QC CoiDeRt. Co. (p5-l`oT Ms. Jana Hanson M °P eAsT•Y�+�) Phone# Phonj3tl_ \ p--Y+ Board of Public Works Chairperson o�41 City of Renton Fax t.thaS) Y 3 0 —9-3.0t) Fax#(awl'i y 0 . `t tex. , 1055 South Grady Way . Renton, WA 98055 Dear Ms.Hanson: • I received the City of Renton Board of Public Works' Findings,Conclusions and Decisions dated April 28, 2000,regarding the noise variance appeal for the State Route 167 Resurfacing Project. Thank you for the opportunity to comment. WSDOT continues to have the following concerns: • WSDOT has put forward the best scheduling of work possible.Any modifications to • the proposed nighttime work will have inefficiencies and impacts. • Noise variance allowances in the vicinity of the Holiday Inn Select and the freeway section are inadequate to complete the work at night. • Daytime weekend closures are the preferred alternative without sufficient nighttime noise variances_ • Daytime weekend closures will have high impacts to business, mobility for emergency services, and safety of the travelling public and construction crews. • WSDOT had recent experience in the City of Seattle on State Route 99 where daytime work resulted in substantial delays and frustrations to business owners and • - the travelling public.This was a no win situation that damaged the credibility of,both agencies. • Work directly in front of the hotel will be scheduled outside of the hotel's peak period. • WSDOT has offered noise mitigation measures to the hotel representatives,but they were unwilling to negotiate. I appreciate the City's efforts to evaluate the need for this variance, and I am pleased with the board's findings in favor of nighttime construction work The board granted WSDOT the noise variance with conditions,and we are happy to comply with Conditions A through H. However,I would like the City to reconsider portions of Condition I that limit night work within the areas of the Holiday Inn Select and the freeway section to a maximum of six and four nights,respectively.This restriction means that work would have to be done during the day with resulting traffic impacts. 05/08/00 14:30 FAX 206 440 4806 NWK UrbKAJAuna wj V V4 Ms.Jana Han:. May 8, 2000 Page 4. during weekend day closures. Weekend day closures will have more impact to citizens in the Renton area than seven nighttime closures. I feel strongly that daytime closures in the vicinity of the hotel will generate numerous complaints from the travelling public and business.I urge you to reconsider the noise variance limitation and allow us 14 noise variance nights in the vicinity of the hotel. Before closing, I would like to point out an additional work scheduling opportunity that may reduce the hotel's concerns. In the board's Findings,Conclusions and Decision, it states that 90% of the hotel's business is from April to July.We will schedule the work in the hotel vicinity to occur after July. • WSDOT is ready to cooperate with the hotel on additional mitigation measures and that we are committed to a resolution that all parties can accept. Thank you for reconsidering night time work limitations within the areas of the Holiday • Inn Select and freeway section. I assure you that during construction, WSDOT.will do everything possible to reduce the noise generated from this project. If you have any questions,please feel free to call me or the Project Engineer, Gary McKee, at(206)768- 5761_ Sincerely, td 44) Craig J. Stone, PE c-6c) Area Administrator- Sou' (P-119 CJS:sct cc: . R. Mattson,Attoi • • 05/08/00 14:29 FAX 206 440 4806 NVR OPERATIONS 01002 Ms. Jana Hanson May 8,2000 Page 2 Please let me share with you a recent experience WSDOT.had while paving State Route 99 (Aurora Avenue) in the City of Seattle.This resurfacing project had similar business and access conditions to SR 167/Rainier Avenue South. City of Seattle officials did not grant•a noise variance for work at night.Daytime work and concurrent lane closures thus ensued, causing miles of grid-lock and blocked access to businesses. Ongoing complaints from the public and business owners were received by the City and WSDOT, creating a difficult and uncomfortable work environment for construction crews and agency staff alike, and damaged the credibility of both agencies. We hope to avoid a repeat of this experience. The board's findings stated that the use of two grinders and scheduling of the work could lessen the needed number of noise variance nights.This document illustrates the best construction schedule we can offer. Changes to this schedule will result in inefficiencies that will negatively affect the citizens of Renton and surrounding communities. • Holiday Inn Select Vicinity WSDOT evaluated using two grinders in the vicinity of the hotel, as shown in the table below. WSDOT's appeal asked for 16 noise variance nights,with six of those nights proposed for grinding activity.Using two grinders, as the board requested, may reduce the grinding activity from six nights to four nights. However,I would like the City to understand that it will be a challenge to do the grinding work in four nights.WSDOT is committed to do our best,but we are not confident that using two grinders in that location at one time would be successful due to the tight confines of the work area. Four of the variance nights will be dedicated to installing the signal detection system, which requires the use of saw cutting equipment.This activity is localized and the noise will be minimized with the use of shields.Therefore,a total of 14 noise variance nights in the vicinity of the hotel are needed. Noise Variance Nights in the Holiday Inn Select Vicinity • . Activity Original Request New Request Grinding 6 4* • Paving 6 6 Signal Detection System 4** 4** Plastic Removal 0 0 Total 16 14 * use of 2 grinders ** localized activity which will be minimized with shields 05/08/00 14:29 FAX 206 440 45U6 NM( UYr;KA11UNS LJL .) Ms. Jana Hans(- May 8,2000 Page 3 WSDOT met with Holiday Inn representatives to identify ways to mitigate noise impacts. WSDOT proposed to start the noise-generating activities (grinding and paving) directly in front of the hotel early in the evening and work away from the hotel as the night • progressed. Furthermore,WSDOT proposed that vibratory roller equipment not be used directly in front of the hotel. These measures will reduce night-long noise impacts to the patrons of the hotel. Unfortunately,the Holiday Inn representatives did not accept these mitigation measures. Freeway Section WSDOT's appeal asked for eight noise variance nights to accomplish the work in the •freeway section,as shown in the following table.At the board's request, we've found ways to reduce our request to seven variance nights,with the use of HOV closures that WILL have some traffic impacts. We also evaluated the use of two grinders;however, due to inefficiencies in construction operation, the use of two grinders has little time saving benefit in the freeway section. Noise Variance Nights in the Freeway Section Activity Original Appeal New Request Grinding 3 • 2 Paving 4 4 Signal Detection System 0 0 Plastic Removal 1 1 Total 8 7 • Impacts if Requested Variance is Not Granted If the full number of variance nights that we request are not granted, some of the work will need to be accomplished during weekend days.Although both WSDOT and the City's traffic experts cannot quantify the exact impacts,both agencies agree that weekend day work will cause gridlock, limit access to businesses,restrict mobility of emergency services, and frustrate the travelling public.The traffic volumes on SR 167 at the freeway section and hotel area are generally as high on weekends as weekdays. Weekend traffic entering the city for work,business or shopping will be severely restricted.We expect to get complaints from the travelling public,but those complaints could be jointly managed by WSDOT and the City.If the City chooses to grant only four variance nights in the freeway section,then carry over work will have to be accomplished May 8,2000 Renton City Council Minutes Page 152 the Facilities Division Fund#306 in Community Services to complete the project as currently planned. Fund#306 includes the budget for the exterior upgrades to Old City Hall (200 Mill Ave. S. Building). Additionally, a formal protest has been submitted by Taggart Construction, the second low bidder, challenging Stouder's submission of a portion of their bid on a form that was superceded in its entirety by an addendum bid form. The addendum bid form included a lump-sump line item for a trench safety system which is required when trench safety systems are included in the work. Staff sought a legal opinion from Larry Warren and David Dean, Renton's city attorneys. They concluded that the Stouder bid, although initially submitted on an improper bid form, did not confer a substantial advantage or benefit on Stouder. Contrary to the situation in the Washington Appellate decision of Land Construction v. Snohomish County, Stouder did not have the right to refuse to submit a second, corrected bid form, thereby controlling the outcome. The subsequent submittal of the bid on the proper form was not an option by Stouder. The City would have been entitled to forfeit Stouder's bid bond if they had refused to resubmit their bid on the required form. Stouder gained no material advantage over other bidders by submitting part of their bid on the incorrect form. The city attorneys recommended awarding the contract to Stouder General Construction. Based on this opinion, the Community Services Committee recommended concurrence with the staff conclusion that Stouder General Construction is a conforming bidder, that the City formally reject Taggart Construction's protest, and that the contract be awarded to Stouder General Construction. The Committee further recommended that the Mayor and City Clerk be authorized to sign a contract with Stouder General Construction for $161,000 to complete construction of the flood wall at Old City Hall. MOVED BY NELSON, SECONDED BY PERSSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee Utilities Committee Chair Clawson presented a report recommending Public Works: Northward concurrence in staff's recommendation that the City participate in the Homes Sanitary Sewer installation costs of sanitary sewers for the Ernst Plat by the method developed Installation for Ernst Plat(City by staff and the developer. The Committee further recommended that staff be Reimbursement for authorized to reimburse Northward Homes for actual costs not to exceed the Realignment) requested $193,561.47. Costs in excess of the requested amount shall be brought back to the Council for its approval. MOVED BY CLAWSON, SECONDED BY PARKER,COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Planning & Development Planning&Development Committee Chair Keolker-Wheeler presented a report Committee regarding the SR-167 Noise Variance Appeal. The Committee received a Appeal: SR-167 Noise request from the Washington State Department of Transportation (WSDOT) to Variance Appeal, Bifurcation allow it proceed with work in areas not affected by the variance appeal. The of Project appeal affects only the area immediately surrounding the Renton Holiday Inn Select and south of 1-405. The entire project affects the area along SR- 167/Rainier Ave. S. from milepost 25 along Rainier Ave. S. to S. 2"d Street. There is no reason to stop the work in areas not affected by this appeal. The Committee recommended that the Council permit work north of Grady Way on the condition that the contractor be instructed that the work be staged in such a manner that the work closest to the Holiday Inn Select, that is, the first 500 feet north of Grady Way, be accomplished as much as possible before 10:00 p.m. and that no work in that area occur after 11:00 p.m. This restriction may be modified in the final decision concerning this appeal, or upon a showing by the • May 8, 2000 Renton City Council Minutes Page 153 Department of Transportation that it has worked a hardship. MOVED BY KEOLKER-WHEELER, SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Councilmember Keolker-Wheeler explained that Renton's city attorney agreed • it would be appropriate to bifurcate this project because a portion of it was not appealed, and WSDOT would like to take advantage of the current paving weather and get started on the part of the project which is not under appeal. Ms. Keolker-Wheeler emphasized that part of this project does remain under appeal, and thus is still subject to the rules pertaining to quasi-judicial matters. Transportation Committee Transportation Committee Chair Persson presented a report regarding a Franchise: Metromedia Fiber franchise document for Metromedia Fiber Network Services, Inc. Metromedia Network Services Fiber Network Services, Inc., a telecommunications provider and carrier, has requested a franchise agreement with the City of Renton. Conduit and cable will be installed underground using conventional trenching, horizontal boring and directional drilling methods. This is a proposed 10 (ten)year franchise agreement between Renton and Metromedia. Metromedia Fiber Network Services, Inc. is a direct, wholly owned subsidiary of Metromedia Fiber Network, Inc., a publicly traded Delaware corporation. Metromedia is registered with the Washington Utilities and Transportation Commission as a competitive telecommunications company, and is authorized to provide non-switched dedicated and private line,high-capacity fiber optic transmission services. The Committee recommended concurrence in the staff recommendation to approve the Metromedia franchise agreement. City Code encourages telecommunications services such as this to promote competition and provide advanced services on the widest possible basis to businesses, institutions and residences of the City. The Committee further recommended that the Mayor and City Clerk be authorized to execute the franchise agreement. MOVED BY PERSSON, SECONDED BY CLAWSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Finance Committee Finance Committee Chair Parker presented a report regarding a change in the Utility: Water Shutoff Policy procedure for notification of water shutoffs at multi-family facilities. The &Procedures Committee has revised the ordinance amending Sections 8-4-33.B and 8-4- 44.A of Chapter 1,Water, of Title VIII (Health and Sanitation) of City Code, to impose a fee upon landlords for each unit that must be notified of a shutoff of water service. The Committee recommended that the ordinance be presented for first reading. MOVED BY PARKER, SECONDED BY NELSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See later this page for ordinance.) ORDINANCES AND The following resolution was presented for reading and adoption: RESOLUTIONS Resolution #3455 A resolution was read approving the Honey Creek Heights final plat; 19 single Plat:Honey Creek Heights, family lots on 2.84 acres located in the vicinity of NE 25th St. and Ferndale Pl. NE 25th St&Ferndale PINE NE(FP-00-028). MOVED BY CLAWSON, SECONDED BY KEOLKER- (FP-00-028) WHEELER,COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. The following ordinances were presented for first reading and referred to the Council meeting of 5/15/00 for second and final reading: • APPROVED BY ' • CITY COUNCIL PLANNING &DEVELOPMENT COMMITTEE Date'. 51-r- " COMMITTEE REPORT • May 8, 2000 • 6PPe ... .. . ...:.,,(Referred.Ap 4, n13;2000) ..- . The Planning .and Development Committee has received a request from the • Washington State Department of Transportation to allow it to proceed with work in areas not affected by the variance appeal. The appeal affects only the area immediately surrounding the Renton HolidayInn Select,and south of I-405. The entire project affects the area along SR167 / Rainier Ave. South from milepost.25 along Rainier Avenue South to South 2nd Street. . There is no reason to stop the work in areas not,affected by this appeal. The Planning and Development Committee-recommends that the Council permit work north of Grady Way, on the condition that the;.contractor be instructed that the work be staged in such a manner that..the work closest to'the Holiday Inn Select, • that is the first 500 feet north,of Grady Way, be.accomplished as much as possible before 10:00 P.M. and that lno work in .-that' area occur after 11:00 P.M. This restriction may be modified in;the final decision concerning this appeal, or upon a showing by the Department of Transportation that it has worked a hardship. 613-44 6f Kathy K lker-Wheeler,Chair ; • `' v Tim Schlitzer i -.Cha' 0 Dan Clawson, Member `' :: • t$ ` F )EIVED CIT OF RENTON Office of the City Attorney Jesse Tanner,Mayor MAY 0 4 2000 Lawrence J.Warren RENTON CITY COUNCIL SENT VIA FACSIMILE AND REGULAR MAIL May 1, 2000 Mr. Gary L. McKee Department of Transportation 6431 Corson Avenue South Seattle, Washington 98108 Mr.Ronald C. Mattson Attorney at Law 321 Burnett Avenue South, Suite 401 Renton, Washington 98055 Re: Appeal of Decision of Board of Public Works Concerning Noise Variance for the Resurfacing of SR-167 Dear Mr. McKee and Mr. Mattson: ; I'm enclosing a copy of the Findings, Conclusions and Decision of the Board of Public Works. As you will recall, the Planning and Development Committee remanded the variance to the Board for entry of complete Findings, Conclusions and Decision. This document is the result of that remand. The Planning and Development Committee will allow one week for written comments to these Findings, Conclusions and Decision before making a decision on this appeal. • Very truly yours, ./.Lawrence J. Warren LJW:as. cc: 16y Covington WPlanning and Development Committee Jana Hanson A8.173:30. Post Office Box 626 - 100 S. 2nd Street - Renton, Washington 98057 - (425)255-8678 BEFORE THE BOARD OF PUBLIC WORKS • FOR THE CITY OF RENTON, WASHINGTON Nighttime Noise Variance from Renton FINDINGS, CONCLUSIONS AND City Code Section 8-7-2 Requested by the DECISION Washington State Department of Transportation This nighttime noise variance request came on before the Board of Public works, upon the application of the Washington State Department of Transportation, as per section 8-7-2 of the Renton City Code. A public hearing was conducted on this matter on March 2, 2000. Witnesses for and against the noise variance testified and from that testimony the Board of Public Works has made the following Findings, Conclusions and rendered the following Decision. FINDINGS. 1. The variance requested is for a period of 65 days starting in May and interspersed throughout the project which runs until December 2000. 2. The project for which the variance is requested involves work on SR-167 from milepost 25 north to South Second Street. There will be grinding only in the median almost to Grady Way South. Approaching Grady Way South there will be grinding in the left turn lane. North of Grady Way there will be grinding from curb to curb. There will also be some grinding on the approaches to I-405. Follow-up paving, lane marking and other work will be necessary to complete the project. FINDINGS, CONCLUSIONS AND DECISION Page l 3. Equipment used on the project will vary in noise level. For the purpose of this variance it was stated that the maximum noise level of any of the equipment would be 90 dBA at 50 feet from the work site. This level of noise will be rare and temporary as the majority of the equipment does not have that great of a noise level, and additionally, the equipment will be moving and therefore will infrequently be only 50 feet from the receiving site. 4. Noise levels drop with distance. Noise levels also drop when there are barriers between the noise source and the receiving site. Such things as noise shields, trees, geographical features, walls and windows lessen noise to one degree or another. 5. The City's noise regulations require significant decrease in noise at the receiving site between the hours of 10:00 P.M. and 5:00 A.M. This is particularly true when the receiving site is a single-family residence. During the low noise period the acceptable reading at the residence is 50 dBA. 6. Grinding and repaving work will require lane restrictions. SR-167 and I- 405 both have very heavy traffic volumes during the day. The traffic volumes are generally as high on the weekends as on the weekdays, although the peak traffic times are different. 7. Shutting down one, and sometimes two lanes for the grinding and repaving work would result in large-scale backups and massive gridlock. Traffic would back up all the way to Kent down SR-167, but the worst backup areas would be north of Grady Way because of the signalized intersections. 8. Conversely, traffic volumes are much lower at night and lane closures could be handled without causing unacceptable congestion. FINDINGS, CONCLUSIONS AND DECISION Page 2 9. Daytime work would double and possibly triple the project costs, due to traffic disruption of the work. 10. For the grinding and repaving work, exterior noise levels were monitored and generally found to be between 65 and 70 decibels. The worst noise levels were measured at several places along the project. Along Lake Avenue, the worst noise level at the exterior was 66 to 72 dBA. West of the project, the worst noise level was 69 dBA at the Hilton. Further north, the worst noise level at the Holiday Inn Select was 84 dBA. All of these readings were exterior noise levels. As the project moves away from the receiving source the decibel levels will fall because of distance. Interior noise levels will be further decreased because; of walls and windows between the noise source and the interior of the building. Interior noise levels will drop approximately 25 dBA with double insulated windows and approximately 20 dBA with regular windows. Presuming, therefore, that the Holiday Inn Select has only single-pane windows, the noise level at the exterior, at its maximum of 84 dBA, should be reduced in the interior by 20 dBA, or to a noise level of 64 dBA in the interior of the Holiday Inn Select. 11. Other common noise sources were discussed. A semi truck is 95 dBA at 50 feet, an ambulance is 87 dBA, a jet is a 140 dBA, a garbage disposal is 80 dBA, an air conditioner at 20 feet is 60 dBA, light auto traffic is 50 dBA and a whisper is 25 dBA. Normal nighttime ambient noise in the area is 52-55 dBA. 12. The Renton Holiday Inn Select is located at the northeast corner of the intersection of SR-167 and I-405. As such, it is exposed to freeway on both sides. Approximately 90% of its business is from April to July, with corporate travel being 70% of its business, the airlines 20%, and families 10%. The airlines have a contract with the FINDINGS, CONCLUSIONS AND DECISION Page 3 hotel which states that if they are unhappy with any of the hotel features they can cancel within a 30 day time frame. Holiday Inn Select believes that the noise levels discussed will interfere with sleep and may result in cancellation of their contract. 13. Residents living along Talbot Crest Drive believe noise levels of 65-76 dBA are intolerable. It was pointed out that the noise variance request was for the summer months, a point in time when people would open their windows at night if there was warm weather. Even with double-pane windows the early morning noise level is high, and double pane windows do not adequately dampen the noise. 14. Use of two grinders and scheduling of the work could lessen the needed number of nights of variance around the Holiday Inn Select and through the I-405 section. FROM THE FOREGOING FINDINGS, THE BOARD MAKES THE FOLLOWING CONCLUSIONS. 1. The factors in granting this variance are detailed in City Code section 8-7- 8.D, which states: 1. That the applicant will suffer an undue hardship and the variance is necessary because of special circumstances applicable to the applicant's property or project, and that the strict application of this Chapter will deprive the subject property owner or applicant of rights and privileges enjoyed by others. 2. That the granting of the variance will not be materially detrimental to the public health, welfare or safety, or unduly injurious to the property or improvements in the vicinity of the location for which this variance is sought. FINDINGS, CONCLUSIONS AND DECISION Page 4 3. That the variance sought is the minimum variance which will accomplish the desired purpose. 4. That the variance contains such conditions deemed to be necessary to limit the impact of the variance on the residence or property owners impacted by the variance. 5. The importance of the services provided by the facility creating the noise and the other impacts caused to the public safety, health and welfare balanced against the harm to be suffered by residents or property owners receiving the increased noise permitted under this variance. 6. The availability of practicable alternative locations or methods for the proposed use which will generate the noise. 7. The extent by which the prescribed noise limitations will be exceeded by the variance and the extent and duration of the variance. 2. The Code section indicates that the Board may consider the factors, but none of them are mandatory for granting the variance. 3. Factor No. 1 discusses undue hardship to the applicant. In this instance the applicant is the state of Washington, representing the people of the state, and its Department of Transportation, representing the highway users of the state. Hardship has been proven. Not only would extraordinary traffic problems be encountered because of daytime work, the cost of the project would be increased substantially. While there was little discussion of safety, work during the day would undoubtedly be riskier for both the contractor and the general public. FINDINGS, CONCLUSIONS AND DECISION Page 5 4. Perhaps the most crucial factor is factor no. 5 requiring a balance between the harm to be suffered by residents or property owners against the harm to the creator of the noise. While there is definitely harm to the residents and property owners, the degree of harm is greater to the general public, the motoring public, and the general business community in the City of Renton. The harm to the residents and local property owners can be partially offset by adequate mitigation measures. 5. There is not a practical alternative to granting the noise variance. Weekday daytime work only results in massive traffic jams as would daytime weekend work. There would be harm to local businesses due to the traffic problems. As stated in the prior finding, the balance of harm tips in favor of granting the variance. 6. Factor 2 discusses whether or not the variance will be materially detrimental to the public health, welfare or safety. Public health may be a concern because of continued noise. Public safety will actually be furthered by granting the variance. The variance should not be unduly injurious to the property or improvements in the vicinity of the work, except to the extent that it could cause loss of business to hotels, primarily the Renton Holiday Inn Select. Again, the harm can be offset, at least partially, with mitigation measures. 7. The variance, as sought, is not the minimum variance that can be granted to accomplish the desired purpose. The number of days requested are too many, and so the variance sought should be limited. FROM THE FOREGOING FINDINGS AND CONCLUSIONS, THE BOARD OF PUBLIC WORKS MAKES THE FOLLOWING DECISION. The noise variance, as requested, is granted, subject to the following conditions: FINDINGS, CONCLUSIONS AND DECISION Page 6 A) A W.S.D.O.T. person well versed in noise mitigation measures will conduct a training session with project inspector and contractor personnel. This session will include the requirements of the variance, construction equipment involved, ways to keep the noise to a minimum, and consequences of failure to comply with the variance. WSDOT will submit a confirmation document to the City, noting all personnel and inspectors who will attend this training. In addition to providing the training, WSDOT shall grant the necessary authorization to have an acoustics expert/inspector on-site at all times to ensure immediate enforcement actions of all mitigation measures. B) All required back-up alarms to be used at night will be the least obtrusive OSHA approved ambient sensitive type. C) All truck beds used in the removal of debris will be lined with rubber to reduce noise impact. D) With regard to material removed or placed during grinding operations, any material spilled on the roadway surface shall be removed by sweeping. No scraping type equipment shall be used. E) Stationary equipment such as light plants, generators, etc., shall be shielded from the residential areas. The required equipment shields will be fabricated, by the contractor(s), per specifications (included in the project plans). •F) Weekly reports shall be submitted by WSDOT to the City providing information on complaints/problems/resolutions and indicating the number of accumulated nights used through the duration of the project. G) After two (2) substantial continuing complaints are received and reviewed by staff; the applicant may be required to accomplish testing in the bedrooms of affected residents. If tests are above the allowed dBA during construction, then applicant will be required to take further mitigation measures such as, but not limited to, insulating the windows or providing motel accommodations. H) A 24-hour notification phone number shall be posted for residents to call in complaints or voice concerns. I) Applicant shall be required to give ten days prior notification to two individual groups: 1) the Holiday Inn Select, and 2) the Talbot Crest and Shattuck residential neighborhoods. FURTHER, that the night work within the area of the Holiday. Inn Select be limited to a maximum of no more than six nights; the portion of the work through the freeway section be limited to a maximum of four nights. FINDINGS, CONCLUSIONS AND DECISION Page 7 DATED this day of , (.4.(11 , 2000. Respectfully submitted, Tangy anson, Ch • oard of Public Works 3.13:57:as. FINDINGS, CONCLUSIONS AND DECISION Page 8 a April 24, 2000 Renton City Council Minutes Page 140 its emphasis on community enhancement. Mr. Hardebeck looked forward to changing the lives of six Renton homeowners this weekend, and many more in the future. PUBLIC HEARING This being the date set and proper notices having been posted and published in Planning: Eating&Drinking accordance with local and State laws, Mayor Tanner opened the public hearing Establishments in Regional to consider proposed amendments to Renton Municipal Code Development Parks &Golf Courses Regulations regarding eating and drinking establishments in regional parks and golf courses. Don Erickson, Senior Planner, explained that the proposed amendments would render stand-alone restaurants such as Ivar's and Kidd Valley at Gene Coulon Park and River Rock Café at Maplewood Golf Course permitted secondary uses in both the R-1(Residential—One Dwelling Unit Per Acre) and RC(Resource • Conservation)zones. Restaurants are currently only allowed as accessory uses to public and private golf courses in the R-1 zone, and to existing golf courses in the RC zone. The proposal would amend Renton's Development Regulations to make"eating and drinking establishments" (i.e.,restaurants) permitted, subject to the condition that the use occur only in regional parks and golf courses. This change would allow Ivar's and Kidd Valley to become conforming uses in the likelihood that Gene Coulon Park is rezoned to R-1 in the future. It would also make River Rock Café a conforming use in the RC zone. Mr. Erickson clarified the difference between a secondary use and an accessory use, saying that stand-alone restaurants are not considered to be normal accessory uses within golf courses or regional parks. Examples of normal accessory uses for these facilities include bait shops at fishing piers,pro shops at golf courses and concession stands at sports fields. Staff has concluded that stand-alone restaurants may be appropriate in larger, regional-type facilities while remaining inappropriate for smaller neighborhood and community open spaces. Continuing,Mr. Erickson said as secondary uses in these zones, any new stand- alone restaurants would require approval by the Park Board and the City Council. He emphasized that no new restaurants are being proposed at this time. Staff recommends that the proposed amendments be approved, along with new definitions for the terms"neighborhood", "community" and "regional"parks,based on descriptions in Renton's 1992 Comprehensive Park, Recreation and Open Space Plan. Public comment was invited. There being none, it was MOVED BY PARKER, SECONDED BY NELSON, COUNCIL CLOSE THE PUBLIC HEARING. CARRIED. Councilmember Keolker-Wheeler noted that this subject remains in the Planning&Development Committee, which will issue a recommendation for action to the full Council. APPEAL Planning&Development Committee Chair Keolker-Wheeler presented a report Planning&Development regarding the request from the Washington State Department of Transportation Committee (WSDOT) for a noise variance to conduct resurfacing on SR-167. The Appeal: WSDOT Noise Planning&Development Committee met on this topic on April 20, 2000. In Variance for SR-167 Repaving making its decision,the Committee is required by City Code to detail errors in the Findings and Conclusions from which the appeal was made. In reviewing the record, the Planning&Development Committee determined that there were inadequate Findings and Conclusions from which to make its decision. Therefore, the Planning&Development Committee is remanding this issue April 24, 2000 Renton City Council Minutes Page 141 back to the Board of Public Works for preparation of detailed Findings and Conclusions, and requests that the Board of Public Works seek assistance from the City Attorney's office in preparing those Findings and Conclusions. Once the Findings and Conclusions are available, the committee will make its recommendation based on the testimony taken at its committee meeting of April 20, 2000. MOVED BY KEOLKER-WHEELER, SECONDED BY SCHLITZER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. City Attorney Lawrence J. Warren warned Councilmembers that,because this matter will remain on appeal until it is resolved, the rules pertaining to quasi- judicial matters apply. Specifically, Councilmembers are not allowed to have ex parte communications with any parties on this subject. If such communication should occur,the participating Councilmember will be required to disclose the incident on the Council floor and allow rebuttal time by the opposing side. ADMINISTRATIVE Chief Administrative Officer Jay Covington reviewed a written administrative REPORT report summarizing the City's recent progress towards goals and work programs adopted as part of its business plan for 2000 and beyond. Items noted included: With the assistance of the Human Services division, Boeing employees generously donated over 700 Easter baskets to Communities in Schools of Renton for low-income Renton children. The Recreation Division's "Hip Hoppin' Egg Hunt&Carnival"at the Community Center last Saturday drew over 1200 children and their parents. * Thanks in part to the Telephone Pioneers of America, over 35 visually impaired children and their families hunted for specially-made"beeping" Easter eggs at the Senior Activity Center on Saturday. AUDIENCE COMMENT Chris Dickson, 17650— 134th Ave. SE,Renton, 98058, reported that the traffic Citizen Comment: Dickson— signal at the intersection of 134th Ave. SE and Petrovitsky Road takes an Traffic Signal at 134th Ave SE inordinate amount of time to turn green. Mayor Tanner replied that while this &Petrovitsky intersection is outside of Renton's jurisdiction, the City would be happy to contact King County regarding this matter on Mr. Dickson's behalf. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Executive: Opposition to Executive Department recommended approval of a resolution opposing a five- Federal Moratorium on year extension of the current federal moratorium on Internet taxes. Council Internet Taxes concur. (See page 143 for resolution.) CAG: 00-051, 2000 Slurry City Clerk reported bid opening on 4/19/00 for CAG-00-051, 2000 Sluny Seal Seal Project,Blackline Inc project; one bid; engineer's estimate$94,792.00; and submitted staff recommendation to award the contract to the sole bidder,Blackline,Inc., in the amount of$97,188.32. Council concur. Plat: Shorewood, 1900 Block Hearing Examiner recommended approval, with conditions, of the Shorewood of NE 24th St(PP-99-187) Preliminary Plat; 28 single family lots on 4.35 acres located in the 1900 block of NE 24th St. (PP-99-187). Council concur. MOVED BY SCHLITZER, SECONDED BY KEOLKER-WHEELER, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. Y - APPROVED®Y CITY COUNCIL PLANNING &DEVELOPMENT COMMITTEE Date_ —'�.-� COMMITTEE REPORT April 24, 2000 • SSR167%Noise'variance'Appeal - ` (Referred APfil 3,2 0 The Planning and Development Committee met on this topic on April 20, 2000. In making its decision, the committee is required by City Code to detail errors in the Findings and Conclusions from which the appeal was made. In reviewing the record, the Planning and Development Committee determined that there were .. inadequate Findings and Conclusions from which to make its decision. Therefore, the Planning and Development Committee .is remanding this issue back to the Board of Public Works for preparation of detailed.Findings and Conclusions and requests that the Board of Public Works.seek assistance from the City Attorney's office in preparing those ;Findings"and Conclusions.' Once the Findings and Conclusions are available the committee will make -its'recommendation based on the testimony taken at its committee meeting of:April 20, 2000. iteibr, -- ,t3k,i),„_._s- - - . '_,.... ,-, . Kathy K olker-Wheeler, Chair - a /,,,, /414 Tim Schlitz , ice=C air / . Dan Clawson, Member cicyl6:20 as: . 7 April 3,2000 Renton City Council Minutes Page 113 AUDIENCE COMMENT Fred Bahr, 320 Pilchuck Ave. SW,Issaquah, 98027, said he had been interested Citizen Comment:Bahr— in obtaining the leasehold for the Municipal Airport restaurant building from Airport Restaurant Property Specialty Restaurants,but was not successful in doing so. Now that the City (Seaplane Hangar Proposal) has terminated this lease for non-performance,he would like to pursue building a hangar facility on this site for a fixed base seaplane operation. MOVED BY PERSSON, SECONDED BY SCHLITZER,COUNCIL REFER THIS REQUEST TO THE TRANSPORTATION(AVIATION)COMMI I"1'hE. CARRIED. Mayor Tanner invited Mr.Bahr to formally submit his proposal in written form • • so that staff can evaluate and respond to it. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. A ea: SR-167 Resurfacing City Clerk submitted appeal of the Board of Public Work's decision on the Noise Variance,WSDOT request from the Washington State Department of Transportation for a noise (Board of Public Works variance to complete roadway resurfacing on SR-167 in the vicinity of the I- Decision) 405 to SR-900 couplet. Refer to Planning&Development Committee. Planning: Downtown Economic Development,Neighborhoods and Strategic Planning Department Identification Signs Revisions submitted proposed amendments to City Code to revise the provisions for downtown identification signs for mid-and high-rise buildings of a minimum • of 40 feet in order to exempt taller buildings with freeway orientation from the more restrictive sign regulations applicable in the downtown core. Refer to Planning&Development Committee. MOVED BY CORMAN, SECONDED BY CLAWSON, COUNCIL APPROVE THE CONSENT AGENDA AS PRESENTED. CARRIED. CORRESPONDENCE Correspondence was read from David L.Halinen, 10500 NE 8th St., Suite Citizen Comment:Halinen— 1900,Bellevue, 98004,requesting that the City allow rolled curbs and,gutters. .. Rolled Curbs Request(Liberty .to be installed in the Liberty Ridge development rather than standard vertical :.. Ridge) curbs. MOVED BY SCHLITZER, SECONDED BY PARKER, COUNCIL REFER THIS LETTER ALONG WITH TWO PREVIOUS LE MRS REGARDING ROLLED CURBS (FROM BRAD HUGHES AND MARLEEN MANDT; SEE COUNCIL MEETING OF 3/27/00)TO THE PLANNING&DEVELOPMENT COMMITTEE. CARRIED. Citizen Comment:Bannecker Correspondence was read from Randy Bannecker, 2240 East Blaine St.,Seattle, • —Utility Shutoffs at Multi- 98112,writing on behalf of the Apartment Association of Seattle and King Family Properties County,requesting certain changes to the City's policy and procedures relating to overdue utility bills for multi-family properties. MOVED BY CLAWSON, SECONDED BY CORMAN, COUNCIL REFER THIS LETTER TO THE COMMITTEE OF THE WHOLE. CARRIED. OLD BUSINESS Finance Committee Chair Parker presented a report recommending concurrence Finance Committee in the staff recommendation to amend Policy and Procedure#300-60 to include .. . Human Resources:Policy& Planning Technician I,II and Recreation Specialist I, II to the classification.. . Procedure#300-60 series. • Amendment(Classification The addition of the Recreation Specialist I,II to the classification series will Series) provide the Recreation Division the opportunity to recruit and train at a lower level. They will have the ability to expand the learning process by assigning a small portion of programs or projects to help bridge the skill level and to be able to promote more efficiently. CITY OF RENTON COUNCIL AGENDA BILL AI#: SUBMITTING DATA: FOR AGENDA OF: 4/3/2000 Dept/Div/Board....City Clerk Staff Contact Marilyn Petersen AGENDA STATUS: Consent XX SUBJECT: Appeal of decision by Board of Public Works at a Public Hearing public meeting held March 2,2000, on WSDOT request for Correspondence... noise variance to complete roadway resurfacing on SR-167 Ordinance in the vicinity of the I-405 to SR-900 couplet. Resolution File No. BPW-00-001 Old Business EXHIBITS: New Business A. City Clerk's letter Study Session B. Appeals(3/15/2000&3/16/2000) Other C. Board of Public Works Meeting Minutes D. Application from WSDOT E. Code Section 8-7-8;Board of Public Works variance& appeal process • RECOMMENDED ACTION: APPROVALS: Refer to Planning and Development Committee on April Legal Dept 20,2000. Finance Dept Other FISCAL IMPACT: N/A Expenditure Required Transfer/Amendment.... Amount Budgeted Revenue Generated SUMMARY OF ACTION: The appeals were filed by Janelle Hitch of Washington State Department of Transportation and Bill Weise of Holiday Inn Select, accompanied by required fees received on 3/15/2000 and 3/16/2000. CITY JF RENTON City Clerk Jesse Tanner,Mayor Marilyn J.Petersen March , 2000 APPEALS FILED BY: Washington State Department of Transportation (Janelle Hitch, P.E., Air Quality Engineer; and Holiday Inn Select (Bill Weise, Attorney) RE: Appeal of decision by Board of Public Works at a public meeting held March 2, 2000, on WSDOT request for noise variance to complete roadway resurfacing on SR-167 in the vicinity of the 1-405 to SR-900 couplet To parties of record: Pursuant to Renton City Code Section 8-7-8, Board of Public Works Variance and Appeal, two written appeals of the Board of Public Works' decision regarding the referenced request have been filed with the City Clerk. In accordance with Renton Municipal Code Section 8-7-8, the procedure to be utilized by the City Council in hearing this appeal shall be as established by the City Council, and should be substantially similar to the procedure used by the City Council in hearing and determining appeals from decisions of the Hearing Examiner which are appealed to the City Council. Referencing the Hearing Examiner appeal process (Section 4-8-110), within five days of receipt of the notice of appeal, the City Clerk shall notify all parties of record of the receipt of the appeal. NOTICE IS HEREBY GIVEN that the written appeals and other pertinent documents will be reviewed by the Council's Planning and Development Committee at 4:00 p.m. on April 20, 2000, in the 7th floor Council Chambers in the Renton Municipal Building, 1055 South Grady Way,-Renton, 98055. The recommendation of the Committee will be presented for consideration by the full Council at a subsequent Council meeting. For additional information or assistance,please feel free to call. Sincerely, M✓ Al y /4. ' ersen City Clerl able Manager Attachment 1055 South Grady Way - Renton, Washington 98055 -(425)430-6510 /FAX(425)430-6516 ®This paper contains 50%recycled material,20%post consumer APPEAL HEARING EXAMINER WRITTEN APPEAL OF HEARING EXAMINER'S DECISION/RECOMMENDATION TO RENTON CITY COUNCIL FILE NO. APPLICATION NAME: The undersigned interested party hereby files 'ts Notice of Appeal from the decision or recommendation of the Land Use Hearing Examiner, dated M�CA& 2_ 1. IDENTIFICATION OF PARTY APPELLANT: () REPRESENTATIVE (IF ANY): Name: �1 (XGA Name: VILE 1A1-el i i � Address: I S 0�t ., INC";;'— Address: TI C --��; k 9_0s� Telephone No. 4-2-C- 2-2-to 7700 Telephone No. 1--h--5-2_2-‘. 7 700 2. SPECIFICATION OF ERRORS (Attach additional sheets, if necessary) Set forth below are the specific errors or law or fact upon which this appeal is based: FINDING OF FACT: (Please designate number as denoted in the Examiner's report) CITY OF RENTON No. Error: Cr+6 C I, —MAR 1 5 2000 RECEIVED CITY CLERK'S OFFICE Correction: CONCLUSIONS: No. Error: Correction: OTHER: • No. Error: Correction: 3. SUMMARY OF ACTION REQUESTED: The City Council is requested to grant the following relief: Attach explanation, if desired) Reverse the decision or recommendation and grant the following relief: Modify the decision or recommendation as follows: Remand to the :miner for further consideration as follows: Ot,7 ••• tivervi 3 - 15-- zco Appellant/Representativ- Signature Date NOTE: Please refer to Title IV, Chapter 8, of the Renton Municipal Code, and Section 4-8-110F, for specific proce es. heappeal.doc /i - CITY OF RENTON iiCACCICOE3 MAR 1 5 2000 SELECTS" Worldw6esM RFIglDAY SEATTLE-RENTON One South Grady Way Renton,Washington 98055 Tel:425-226-7700 Fax:425-271-2315 March 14,2000 Renton City Council City of Renton,WA 1055 South Grady Way Renton,WA 98055 RE: APPEAL OF THE DECISION OF THE BOARD OF PUBLIC WORKS CONCERNING NOISE VARIANCE FOR THE RESURFACING OF SR-167—MARCH 2,2000. The Holiday Inn Select located at One South Grady Way,Renton,WA is officially appealing the decision made by the Board of Public Works on March 2,2000 concerning the request of the Washington State Department of Transportation(W.S.D.O.T.)for a variance of the noise ordinance. We are appealing the decision due to errors in the testimony provided by W.S.D.O.T.when the Board of Public works made their ruling. The errors are as follows: 1. Decibel readings were taken during the daytime and not during the period requested for the variance. The variance request is for 10:00pm to 5:00am nightly. Decibel readings and traffic patterns are noticeably different from the time in which readings were taken for the testimony(3:00pm to 5:00pm)and the middle of the night. Since the traffic is less during the night hours,the noise on a regular,non-construction night would be considerably less and the difference would be more noticeable. 2. Decibel noise readings were not taken at night for the residences in the Talbot Crest neighborhood. No readings were taken in the 10:00pm to 7:00am time period. 3. Decibel readings were not taken during the period in question(10:00pm to 7:00am)along SR- 167 in front of the Larkspur Landing Hotel and the Hilton Garden Inn Hotel. 4. Mr. Ali Amari of W.S.D.O.T. stated that the cost for daytime construction would be"twice or three times the amount of the proposed night work." No such specific bid estimates were given. No study or exact amount was offered for comparison. No alternate daytime plan was presented for the Board's consideration. 5. No specific traffic analysis plan was presented during the testimony in regards to the daytime construction proposal. Since W.S.D.O.T.did not provide an estimate for a daytime alternative,they would not be able to accurately provide a traffic analysis for daytime construction. 6. No specific traffic counts were given for daytime hours such as"cars per hour"to support the testimony given by Juan Reyes with W.S.D.O.T.when he stated that,"Traffic during the week is the same on the weekends. The volume is very heavy." No supporting facts were presented. 7. Construction estimates were given for the time that it would take to be out of the range of the Holiday Inn Select. John McCreery, Chief Inspector for the project said,"It would take 7 nights of grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7th Street). This did not include the work on the I-405 ramps. W.S.D.O.T. stated that they could not pave in the rain. No provisions were made for bad weather delays in relation to the 7 days of paving. 8. The mitigation measure"I"states that the limit for night work be 6 days in the area around the Holiday Inn Select and 4 days under the freeway section. No restrictions or provisions were made for weather or other delays. This provision was not discussed during the hearing and parties were not able to offer input concerning this measure. This addition was in the form of a motion,thus,did not give anyone an opportunity for rebuttal. In summary,we feel that the Board of Public Works did not have complete or accurate information when deciding this variance request. No daytime plan was submitted as an alternative to the nighttime construction. No specific cost estimates were given for a daytime construction alternative but testimony stated"twice or triple"the cost of nighttime construction. Noise readings were not taken in relation to the times stated in this request for a noise variance. Misleading readings were presented during the highest traffic times during the day and not during the time in which the proposed work would take place. We feel that if accurate readings during the proper times were submitted,the differences would be substantially higher and not acceptable. Please notify the Holiday Inn Select,as well as its owner,Sunstone Hotel Properties of your response to this appeal at s- addresses below. ,` Bill Weise Bob Alter General Manager President, CEO Holiday Inn Select Sunstone Hotel Properties 1 South Grady Way 903 Calle Amanecer Renton,WA 98055 San Clemente, CA 92673 (425)226-7700 (949)369-4200 Ronald C. Mattson, Attorney at Law 321 Burnett Avenue South,Suite 401 Renton,Washington 98055 CITY OF RENTON (425)255-5657 Fax: (425)235-1869 Toll-Free:1-888-655-5657 March 28, 2000 MAR 2 8 2000 Renton City Council RECEIVED 1055 Grady Way CITY CLERK'S OFFICE Renton, WA 98055 Subject: Appeal of Decision of Board of Public Works: Noise Variance for SR-167 Resurfacing Dear Members of the Council: Holiday Inn Select, One Grady Way, Renton, has hired me to represent them in the subject appeal. According to City of Renton Municipal Code (RMC) 4-8-110C3, such appeals are decided only upon written submissions, without hearing. it appears that the initial filing which my client submitted (letter dated March 14, 2000, copy attached to and referenced in their Notice of Appeal) provides sufficient grounds for you to reverse the Board's action in granting the variance. The following is submitted in addition thereto on their behalf. 1. The Washington State Department of Transportation ("WSDOT") had the burden of proving to the Board that their_application for variance met the requirements of the appropriate ordinances. See Buechel v. Department of Ecology, 125 Wn.2d 196, 884 P.2d 910 (1994). By that same authority, a variance permit may be granted only within the guidelines set forth in the zoning ordinance [Buechel, supra, citing Orion Corp. v. State, 103 Wn.2d 441, 458-459, 693 P.2d 1369 (1987).]. 2. The ordinance from which the WSDOT sought its variance (RMC 8-7-2) provides that such variances must ". . .not be materially detrimental to the public health, welfare or safety, or unduly injurious to the property or improvements in the vicinity of the location for which this variance is sought." RMC 8-7-8 D.2. 3. In order to grant the variance, the board is required to have "substantial evidence" to support its findings, Overlake Fund v. Shoreline Hearings Board, 90 Wn. App. 746, 954 P.2d 304 (C.A. Div. I, 1998). 4. The Board must also balance the importance of the services creating the need for the variance (the grinding of the pavement for the improvement of the highway) and other impacts caused to the public health, safety and welfare, against the harm suffered by the residents and property owners impacted by the granting of the variance. (RMC 8-7-8 D.5.) 5. The Board must also consider the availability of practicable alternatives to the proposed use which creates the need for the variance. (RMC 8-7-8 D.6.) Clearly the WSDOT failed to carry its burden and the Board's granting of the variance violates the guidelines set forth in the ordinance. The facts supporting the foregoing are amply shown in the record. March 28, 2000 Renton City Council, Page 2 In the first place, the WSDOT failed to produce any evidence (let alone substantial evidence) of the amount of noise a pavement grinding and re-paving operation would produce. The only reference in the record is Bruce Farrar's unsubstantiated claim that"A worst case scenario would be 90 dBA at 50 feet from the work site. . . ."_ This is not supported by any tests or analyses, especially at the site of the Holiday Inn. It does not require a degree in acoustics to understand that noise of this type has properties which will either be enhanced or reduced by the local environment. There are echoes and funneling caused by buildings and the buildings themselves will vary as to their effect based on their construction, whether wood frame, brick, concrete or other. Therefore, without knowing what noise level will be created in the impacted areas, a comparison to "ambient" noise levels is meaningless. The few tests of ambient traffic noise the WSDOT offered failed show that 24-hour per day grinding would not be materially detrimental to the public health in that their noise readings showed only daytime noise levels. To adequately protect the public interest, readings must be taken of ambient noise levels at the same time(s) of day for which the variance is sought and, it is submitted, the greatly reduced traffic levels between 10:00 p.m. and 6:0() a.m., will demonstrate that the variance granted would be an extremely bothersome and excessive noise level if permitted throughout the night. The variance granted violates RMC 7-8-8 D.2. because it is materially detrimental to the public health and is unduly injurious to the Holiday Inn, as well as many private residents in the area. This adverse impact was not adequately addressed by WSDOT. The undue injury to Holiday Inn Select and its business (that.;of providing a comfortable place to rest, which is best done in the absence of 90 dBA of pavement grinding), violates the rules under which noise variances of this type may be granted (RMC 8- 7-8 D.2.). There,is nothing in the record to demonstrate any concern for the loss of sleep which will obviously be experienced by the Inn's guests if this construction is permitted throughout the night. In fact, the evidence before the board is substantially adverse to the granting of the variance: Jim Gray, Renton Fire Department, stated that a fire alarm sufficient to wake someone up is 70dBA; and the only evidence the Board had before it.is that this:project will create 90dBA throughout the time period of the variance. A good night's sleep at the Holiday Inn will be impossible! The loss of business to the Inn amounts to 20% of this location's annual revenues. More importantly, once lost the particular type of business is extremely difficult to regain; these are contracts with airlines for their crews on overnight rest stops. If the crews don't rest, the flying public's safety is also jeopardized as well as the loss of business Holiday Inn will experience when these dissatisfied customers �•� �ii tom., return. There is no substantial evidence to support the Board's finding No. 1: that this variance is even necessary! This also demonstrates the Board's failure to observe the restrictions of RMC 8-7-8 D.6.: that they must consider alternatives to the variance. The only evidence before the Board was the unsupported and off-hand assertion of WSDOT's Ali Amari that it would"double" or"possibly triple" the cost. Obviously, a statement of that general a nature is not supported by any analysis and is not"substantial evidence" on which to rely for the granting of such a variance and certainly cannot stand as the basis for their finding of necessity. In addition, this also disregards the mandate of RMC 8-7-8 D.S. in that there was absolutely no consideration in the record of the Board balancing the harm of 24-hour pavement grinding against the March 28, 2000 Renton City Council, Page 3 inconvenience of requiring the WSDOT to cease operations as necessary to observe the requirements of the noise ordinance. There is only the unverified supposition stated in finding#3 that the adverse impacts of denying the variance"outweigh the temporary inconvenience that will impact the residences and Holiday Inn Select. . . ." These amount to legal conclusions and are not supported by any evidence, let alone the substantial evidence, the Board is required to find before granting the variance. There is nothing in the record to support the Board's finding#2 (that the mitigation measures and the conditions of the variance are reasonable) and that finding itself does not address the true requirement of the ordinance itself. There is nothing in the ordinance requiring mitigation measures to be "reasonable." What is requiredisthat the variance contain". . . such conditions deemed necessary to limit the impact of the variance. . . ." [RMC 8-7-8 D. 4.; emphasis added]. The only condition which can limit the impact of this variance [the impact of 90dBA, 20 dBA greater than a fire alarm sufficient to awaken a sleeping person!] for pavement grinding and related construction activities 24 hours a day is the denial of the variance. At least, based upon :_he record before the Board. The Board's conclusion that ". . .impacts will be unavoidable . . . " begs the question. Yes, there will be impacts and most of them will be adverse; but the impacts of this variance (the inability to get a good night's sleep for hundreds of people and the destruction of a large business opportunity) are avoidable, by requiring observance of the noise ordinance and it has not been shown that the impact this requirement will have on the.WSDOT outweighs the impacts of the variance. Respectfully submitted, /L4;;F R. C. Mattson. RCM/abm cc: Client MAR-16-2000 08:43 --1TON CITY CLERK OFC '"'TY OF RENT3N P.02/02 APPEAL /, HEARING EXAMINER MAR 1 b 2000 WRITTEN APPEAL OF HEARING EXAMINER'S DECISION/RECOMMENDATI` $;� ``.N iN CITY COUNCI FILE NO., 1,1 �! —' 3'Ot94cP APPLICATION NAME: WS 0: in . 1J4 - -� Cr ' .167 , Oi P The undersigned interested party hereby files its Notice of Appeal from the decision or ecommendation of the , r, dated P4 rcl-) .Z }roc) • Rerr'oin • • 1. IDENTIFICATION_O_F PARTY d 1 OFPudic Licti< APPELLANT: • REPRESENTATIVE (IF.ANY): Name: vt/ sNr v font .57m- PO,Qj'ti11-V o<//rr hO, 'Name: J4.14,,,A, I/ •c Address: /5'700 ALA-di4nUe Address: ; ; /20. n . 303/0 Sec_41- intro 9t/. -97/0 Telephone No. Telephone No,(20,) /yD- '54'/�- 2. SPECIFICATION OF ERRORS lAttach additional sheets, if necessaryI Set forth below are the specific errors or law or fact upon which this appeal is based:Please See FINDING OF FACT: (Please designate number as denoted in the Examiner's report) No. L Error: 11libt413 e OF NI HTS of ✓//RrArvl- Ft 6-40 W 1 TH I N THE 26—As of got,"DA /AIN SELECT AND 7771130-1" eXesr-and SNrgraca• Correction: /EMov- Iz.5rX,cr/oN.S fin/ -sPe f=76-b AIZ.CAS 7.7--e7c) CONCLUSIONS: No. Error: ! Correction: OTHER: • No. Error: Correction: 3. SUMMARY OF ACTION REQUESTED: The City Council is requested to giant the following relief: (Attach explanation, if desired) Reverse the decision or recommendation and grant the_following relief: X Modify the decision or recommendation as follows: • Remand to the Examiner for further consideration as follows: Other p p ant/Representative Signature Date F 1 NOTE: Please refer to Title IV, Chapter 8, of the Renton Municipal Code,and Section 4-8-110F, for specific proces res, ,l TOTAL P.02 � Washington State Northwest Region Department of Transportation 15700 Dayton Avenue North Sid Morrison PO Box 330310 Seattle,WA 98133-9710 Secretary of Transportation (206)440-4000 CITY OF RENTON //SA,rn. MAR 1 6 2000 March 16, 2000 RECEIVED CITY CLERK'S OFFICE Renton City Council 1055 South Grady Way Renton, WA 98055 RE: OL 3704 SR 167,I-405 Vic. to SR 900 Couplet ACP Overlay Appeal of Variance Condition Dear Council Members, • The Washington State Department of Transportation (WSDOT) requests an appeal of the Noise Variance granted by the Board of Public Works on March 2, 2000.in accordance with the City of Renton's Code, Chapter 7 Section 8-7-8F. The WSDOT Design and Construction Offices analysis indicates that a portion of the findings and conclusions reached in the adoption of Mitigation Measure Item I of the Noise Variance granted by the Board is unsubstantiated by the record. Mitigation Measure I reads as follows: The Applicant shall be required to give ten (10) days prior notification to two individual groups: 1) the Holiday Inn Select; and 2) the Talbot Crest and Shattuck residential neighborhoods. FURTHER, that the night work within the area of the Holiday Inn Select be limited to a maximum of no more than (6) nights; the portion of the work through the freeway section be limited to a maximum of four(4) nights. This appeal pertains only to the second portion of "Mitigation Measure I" and not to the stipulation requiring 10 day notification to the Holiday Inn Select and the two residential neighborhoods. Specifically, WSDOT is appealing that portion of"Mitigation Measure I" that limits the number of nights of work within the area of the Holiday Inn Select (1-405 to 7`t1 Street) to a maximum of no more than 6 nights; and that portion of the work through the freeway section (MP 25 to 1-405) to a maximum of 4 nights. It is our opinion that the testimony given and the material provided for the record does not substantiate the findings to limit the number of work nights as provided for within the mitigation measure. We find that this project will require a minimum of 16 variance nights for the area of the Holiday Inn Select, and 8 variance nights within the freeway section. ® 18 Renton City Council March 16. 2000 Page 2 At no time did WSDOT indicate that the time restrictions imposed by this decision would be acceptable. In our opinion the limitations imposed for nighttime work would not allow completion of the overlay. Daytime work would increase traffic congestion, creating substantial impacts to a large majority of downtown Renton businesses, to the citizens of Renton, and to the traveling public. We respectfully ask for your review of the record and testimony relevant to setting night work restrictions and request revision of the limitations imposed by Mitigation Measure I. Sincerely yours, gavt,at ( 1/,-/d„ Janelle C. Hitch, PE Northwest Region Noise Section attached: Justification cc:G.McKee MS 136 J. Scanlon MS 51 R Steinert/J.Reyes MS 120 Renton City Council March 16, 2000 Page 3 JUSTIFICATION During the testimony Mi Amiri (WSDOT Design) provided a construction time estimate of 3 nights for the grinding operation from MP 25 to I-405. Although not clearly stated, additional nights would be required for paving this portion of roadway, provide for removal of pavement markings and markers, replace traffic detection loops, install new pavement markings and markers, and other miscellaneous work. While this work will not be as loud as the grinding operation the department can not guarantee noise levels will remain below noise ordinance levels. The majority of questions directed to WSDOT during the hearing relating to schedule where primarily concerned with the operations of paving and grinding, and not the time expectations for other activities. John McCreery (WSDOT Chief Inspector) stated that 7 days of grinding and 7 days of paving would be required from 1-405 to 7th Street. Later he indicated that 4 nights of grinding and 4 nights of paving would be required if a second grinder was used. Additional time will be required for the replacement of city traffic detection loops and placement of traffic markers and markings, and other miscellaneous work. Due to the need to keep at least one lane of traffic open in each direction, and to allow pavement to cool after placement it is not practicable to expect the contractor to have multiple crews working between any two intersections at a time. The original submittal dated December 2, 2000 states: "Repaving work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large scale backups would not be acceptable." At the hearing on March 2, 2000 Juan Reyes of WSDOT Northwest Region Traffic Section discussed the impacts of daytime closures. If WSDOT is forced to complete project activities during daytime hours there would be significant traffic impact on both a local and regional scale. Juan indicated there would be a several mile back up on SR 167 due to daytime construction activity. Work completed during the weekend days would experience the same level of congestion as weekday. Additionally, Mr. Amiri indicated that project costs would be significantly increased if daytime work was required. Daytime detour routes would not be workable. Mr. Farrar (WSDOT Environmental) stated during the hearing that WSDOT can not mandate that a contractor follow a specific schedule. This allows the contractor the opportunity to determine their own order of work and provides for a more efficient schedule suited to the contractor selected for the project. The Department does have the ability to place within the Contract Provisions restrictions called for by another jurisdiction having authority over the activity. In this case activities generating noise above levels established by City Ordinance. The measures to minimize noise impacts items A through Renton City Council - March 16, 2000 Page 4 H, included in the original December 2, 1999 request, have been included in the Departments review set for this contract and will remain in the provisions provided to the bidders. CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: March 15,2000 TO: Parties of Record FROM: Mickie Flanagan,Recording Secretary Board of Public Works 1 VIA: David Christensen,Acting Chairma Board of Public Works SUBJECT: FINDINGS OF FACTS&CONCLUSIONS W.S.D.O.T Variance to Noise Ordinance Roadway resurfacing on SR-167 in the vicinity of I-405 to the SR-900 couplet. Please fmd attached the Findings of Facts and Conclusions attached as an amendment to the approval of Minutes dated March 2,2000. 1. The Board of Public Works has found that the granting of the noise variance to the W.S.D.O.T.is necessary in order to allow roadway resurfacing of SR-167 in the vicinity of South I-405 (M.P.25.00)to the SR-900 couplet. 2. The Board finds that the applicant's proposed mitigation measures along with the conditions imposed by the Board as part of the decision,are reasonable and will provide some relief to property owners that will be temporarily impacted by the noise generated as a result of the construction activity. 3. The majority of the Board agrees that the impacts that will result if the variance is denied, outweigh the temporary inconvenience that will impact the residences and Holiday Inn Select, and that impacts will be unavoidable in order to complete resurfacing work that will provide regional benefits once completed. cc: Paul Lumbert,Board Coordinator Jesse Tanner,Mayor Randy Corman,City Council President Members of the Renton City Council Document3\cor BOARD OF PUBLIC WORKS 7:00 p.m. Renton Municipal Building Thursday,March 2,2000 7th floor Council Chambers IN ATTENDANCE: Jana Hanson,Chair Larry Meckling,Building Official Dave Christensen,Utilities Systems Jim Gray,Fire Prevention Dennis Gerber,Police Paul Lumbert,Board Coordinator-Absent Mickie Flanagan,Recording Secretary VISITORS: Marcie Maxwell,Chamber of Commerce Bill Weise,Holiday Inn Select John M. Creery,W.S.D.O.T. Bruce Farrar,W.S.D.O.T. Ali R.Amiri. W.S.D.O.T. Kevin Hall,W.S.D.O.T. Juan Reyes,W.S.D.O.T. Janelle Hitch, W.S.D.O.T. Lynn Acuna David Jackson Diane Jackson MINUTES 1. CALL TO ORDER: Chair Jana Hanson called the meeting to order at 7:00 p.m. The Board of Public Works staff was introduced to the audience. Ms. Hanson stated an Appeal of the board's decision would be considered by the City Council; however,no further testimony may be given. 2. REQUESTED ACTION: PUBLIC MEETING - VARIANCE TO NOISE ORDINANCE,W.S.D.O.T. - Roadway resurfacing on SR-167 in the vicinity of I-405 to the SR-900 couplet. Request: The Washington State Department of Transportation requests that the City of Renton Board of Public Works consider and grant a 65 day,nighttime noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8- 7-2, allowing their contractor to work between 8:00 p.m. and 5:00 a.m. (actual variance time is 10:00 p.m.to 5:00 a.m.). These nights will be interspersed throughout the contract,which is from April 2000 through December 2000. Board of Public Works Minutes March 2, 2000 Page 2 Justification: Repaving work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day,traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large-scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. Ali Amari, WSDOT Design Team Supervisor, 6431 Corson Ave. S., Seattle, WA 98108, gave a brief project description. Mr. Amari stated that daytime work would double, (possibly triple) as well as the project cost, due to traffic disruption. Jana Hanson,Development Services Director, asked how long the grinding operation only would be from milepost 25 to I-405, and Mr. Amari stated it would take three (3) nights and would cover approximately 6,000 feet. Bruce Farrar, WSDOT Air Quality and Special Studies Program Manager, 15700 Dayton Ave.N.,MS-138, Seattle, WA 98133-9710, addressed noise levels. The Talbot Crest area is from 520 to 840 feet from the SR-167 work corridor. A worst case scenario would be 90 dBA at 50 feet from the work site;however, this rarely occurs. Exterior noise levels were monitored and found to be between 65-70 dBA. Going north to Lake Ave.,the project corridor was between 400 and 800 feet. The worst case exterior noise levels tested at 66-72 dBA. Going west, to the other side of the work corridor, hotels tested were Larkspur Landing, Hilton and Travel Lodge, with 69 dBA at the Hilton, 65 dBA at the Larkspur Landing, and the Travel Lodge is 1200 feet away from the project limit. The Holiday Inn/Rainier Ave. work corridor is the closest at 75 feet with an exterior DBA test of 83-84. There was discussion of interior vs. exterior noise levels as well as ambient travel and attenuation factor levels. The northbound lane ramp has a Jersey barrier,which takes 5 points off a tested dBA. David Christensen,Utilities Systems,asked Mr. Farrar if he had evaluated the work on sheet P-9 of the Paving Plan for the off ramp from I-405 to SR-167, with respect to the Holiday Inn Select. Mr. Farrar indicated he did not evaluate this and that the rooms with the most impact would be the ones facing south and those on the upper floor level. Jana Hanson, Development Services Director.,asked if noise measurements were taken along Shattuck Ave. Mr. Farrar stated they had not; however the dBA is less than the Talbot Crest neighborhood. An estimated exterior dBA would be 65. Receivers on the east side of Shattuck would not be affected by nighttime construction operations. A few residences on the top of Shattuck Ave. would be Board of Public Works Minutes March 2,2000 Page 3 65-70 dBA. North of Shattuck there is 4-5 homes with very limited noise levels, and behind Lake Ave. will not be impacted by construction efforts. Dennis Gerber, Police, inquired as to when the nighttime noise level becomes daytime ambient noise again. Mr. Farrar suggested 6:00 a.m. until 8:00 p.m. John McCreery, Chief Inspector for the project.,estimates it would take 7 nights of grinding and 7 nights of paving to get past the Holiday Inn area(I-405 to 7th St.). David Christensen,Utilities Systems,asked if traffic control measures were the same for grinding and paving. Mr. McCreery indicated they are the same, and those two lanes of traffic would be reduced to one wherever they were working. David also asked if weekend work was evaluated in their planning process. Juan Reyes, W.S.D.O.T. stated that traffic volume is almost the same on weekends. It is a little less from 6-9:00 a.m.,but after 9:00 the volume is very, heavy. Jana Hanson, Development Services Director asked what the impacts would be if the variance was denied. Mr. Reyes indicated there would be massive gridlock all the way to Kent, and the worst area would be north of Grady Way because of signalized intersections. Jim Gray, Fire, asked how interior noise measurements were taken, and if W.S.D.O.T. has considered closing the entrances at I-405 and SR-167 for an entire weekend to perform this work only. Mr. Farrar said the measurements are taken with the windows closed. Mr. Reyes responded that freeway weekend closure would only re-route people to SR-181 and that Sunset Blvd. exits would be used to get through Renton and hook back up. David Christensen,Utilities Systems,requested an estimated time frame of the minimal amount of days to get the work completed through the 800 feet at the Holiday Inn. Mr. McCreery stated if a second grinder were used,four days to grind and 4 days to pave. They also discussed working a couple of nights at a - time. The additional equipment would make the project more costly. Larry Meckling,Building Official, asked what the closest distance a residence was in the Talbot Crest and Shattuck work corridor. Mr. Farrar said 520 feet in Talbot Crest and 400 feet at Lake Ave. The"line of site" (trees and foliage),is minimal in the residential areas. Mr. Meckling inquired as to what an average dBA would be during grinding operations. Mr. Farrar said it would be below 65 dBA on average at a single receiver. Jim Gray,Fire asked if any measurements were taken in the Talbot Crest neighborhood. Mr. Farrar stated only ambient,and that at 2413 Talbot Crest Dr., the exterior level was 68 dBA at 3:00 p.m. for daytime traffic (600 feet from work • Board of Public Works Minutes March 2,2000 Page 4 corridor). The middle range of Talbot Crest is from 520-840 feet from the work corridor. Dennis Gerber, Police asked if in Talbot Crest, with closed windows,would the noise be the same as the hotel interior. Mr. Farrar stated that it would be reduced by 1/3 if they have double insulated windows. The dBA would be approx. 25 and without double insulated windows it would be approx. 20 dBA attenuation. The interior noise at daytime construction peaks would be less than daytime ambient traffic. Semi's register 93-95 DBA at 50 feet and WSDOT work efforts will not be that loud Jim Gray,Fire asked how much longer it would take if WSDOT were limited on construction time between 7 a.m. and 10 p.m., from Talbot Crest on up to the I-405 interchange. Mr. McCreery indicated the cost would go up during the daytime. Closing a shoulder plus another lane would allow no where to do the work with two lanes open. Jana Hanson,Development Services Director, asked if with the windows closed at the nearest work corridor homes in Talbot Crest, would it be below the thresholds of standards for a noise variance. Mr. Farrar indicated it would be very close to approved levels. If the home had double insulated windows, it would come in under regulations. Jim Gray, Fire expressed concern if the work activities were done in warmer weather,the windows would most likely be open. Jana Hanson,Development Services Director asked what would be the soonest WSDOT could begin construction before the summer months. Mr. McCreery indicated the second week in May for grinding operations from Talbot Crest to I-405 interchange. Mr. Farrar stated they could accommodate scheduling mandates if they are made a part of a Variance Agreement; otherwise WSDOT cannot tell the contractor what to do. Chair Hanson opened the meeting to public comment at 8:00 p.m. Marcie Maxwell, Chairman of the Board of the Renton Chamber of Commerce, 300 Rainier Ave.N., Renton WA 98056. The Renton Chamber of Commerce represents over 500 businesses in the Community. Ms. Maxwell is also the Chair for the Renton Lodging Association. On behalf of these two organizations,Ms Maxwell opposes this application by WSDOT. She requested the Board to implement restrictions on all nighttime construction in the vicinity of the Holiday Inn Select,the Hilton Gardens and Larkspur Landing hotels. While they realize the need for roadway projects that minimizes traffic congestion, she reminded the Board that hotel customers also have a need for peaceful surroundings. The Holiday Inn has a$1,000,000 contract with a major airline, which is 20% of their Board of Public Works Minutes March 2, 2000 Page 5 entire annual revenue. She suggested that the DOT meet with the hotel managers and decide upon what would be acceptable and favorable to the hotel guests. Jana Hanson, Development Services Director asked Ms. Maxwell if given the WSDOT testimony of interior noise at 43 dBA in the Larkspur Landing and Hilton Gardens hotels, does that change her testimony at all? From what she heard and understands, she feels it will contribute to a loss for our hotels in Renton. Bill Weise,Manager, Holiday Inn Select, 1 South Grady Way, Renton WA 98055. Guests at the Holiday Inn have expectations of a clean room,friendly service and a good nights sleep. If they have any problems,they get a free night stay. Corporate travel is 70%of their business,the airlines is-20%and families are 10%. An average stay is 2 nights,with 2+guests. Northwest is the airline they have a contract with and accommodate 25-40 guests nightly. There is a stipulation in their contract that states if they are unhappy with any of the hotel features;they can cancel within a 30-day time frame. There is increased competition in the area and the hotels are struggling. The Holiday Inn contributed $56,000 last year from the hotel tax in an attempt to attract more people to the City of Renton. Much of the structure is exposed to the freeway on both sides. Mr. Weise asked WSDOT for a comparison noise for the different dBA levels. Bruce Farrar stated an ambulance is approximately 86.8 dBA; vehicles at 20-25 mph are 60 dBA; a refrigerator would generate 45 dBA; and normal nighttime ambient noise is 52-55 dBA. Mr. Weise gave an estimate of guests that stay during the summer months,which is 90%of their business from April to July. Mr. Weise feels the hotels generate a lot of state and city tax money for the city and that they grossly oppose this application. The nature of his business is a good night's sleep. Jim Gray, Fire offered an example of a fire alarm test to wake someone up is 70 dBA. Bruce Farrar, WSDOT,offered more examples of typical noise levels: A jet airplane, 140 dBA;heavy truck, 90 dBA; garbage disposer, 80 dBA;vacuum cleaner at 20 feet, 70 dBA; airconditioner at 20 feet, 60 dBA; light auto traffic, 50 dBA; and a whisper is 25 dBA. David Jackson, 2419 Talbot Crest Dr. S., Renton WA Mr. Jackson indicated on a map where Talbot Crest Dr. is and the neighborhood he lives in. He also thanked the Board for having another meeting on this application, allowing others to present additional information. Mr. Jackson read into the record a Petition in opposition to specific noise-producing activities for the WSDOT SR-167 pavement overlay construction project. (The Petition is attached as Exhibit 2 of these Minutes). All of the neighbors they contacted were supportive of this r. Board of Public Works Minutes March 2, 2000 Page 6 Petition. The Board as part of the record accepted the WSDOT Mitigation Measures. Mr. Jackson would like to know what the impacts would be if the work were moved to daytime, and suggested WSDOT submit a cost estimate. He further urged the Board to have the work be done in the daytime hours from milepost 25 to the I-405 interchange. He believes 65-75 dBA is intolerable, and would not allow one to even talk on the telephone. He encouraged the Board to require a technical report from WSDOT before granting this variance. Mr. Jackson also asked for clarification of lane closures. WSDOT has not taken any nighttime measurements in the Talbot Crest neighborhoods. The neighborhood has experienced noise levels from a previous WSDOT project of SR-167. Residents should have the right to open their window if they so choose. If the paving is done in warm weather,they can't. Mr. Jackson urged the Board to understand their hardship. Diane Jackson,2419 Talbot Crest Dr. S., Renton, WA Ms. Jackson has lived in her Talbot Crest home for 17 years. In the early a.m. hours it is really bad and now with this project, she will have to listen to it all night. Airplanes have recently been flying over her home in the evenings as well. Her double pane windows do not help the noise. There are no current studies for nighttime noise levels, and last year when work was being done on SR-167 Ms. Jackson offered her home for a study. She left her name and address w/WSDOT and has never • been contacted. For the record, Ms. Jackson requested that she be notified when grinding will be occurring near her home. Her home is at a 500 foot elevation and noise is carried upwards into the residences which greatly impacts the noise level. She would like the Board to consider this when reading the submitted Petition. Bruce Farrar, WSDOT gave a rebuttal to the requirement for a technical noise report for this project. The type of report as referenced in the submitted Petition this evening, is for a Type 1 project,which increases highway capacity. Traffic noise increases resulting from completion of a Type 1 project. Mitigation is usually a noise barrier. This project is not a Type 1 project and is categorically exempt from SEPA, WAC and Federal regulations. Ali Amiri, WSDOT, commented that the WSDOT Traffic Engineering Division recommended that operationally,the work should be done during nighttime hours. The cost would triple and a massive detour plan through the City of Renton,was not a workable resolution. John McCreery, WSDOT,stated it would take 4-5 nights to do 2 nights of work, and that extensive modifications must be made to move traffic over. It is much more economical to do it all at once. Board of Public Works Minutes March 2,2000 Page 7 Bill Weise, Holiday Inn Select,took exception to WSDOT inferring nighttime work was a"no brainer". He feels it shows a lack of concern for businesses and residents of the City of Renton. David Jackson, 2419 Talbot Crest Drive S., Renton WA also took exception to the comment"no brainer", and feels WSDOT is displaying arrogance in suggesting their lack of analyses is now our problem. The issue should be what is the best resolution for the City of Renton, its businesses, and residents. Chair Hanson closed the public meeting at 8:50 p.m. MOVED BY CHRISTENSEN,SECONDED BY MECKLING to approve the request as submitted by the applicant to include Mitigation Measures A-H, (attached as Exhibit 2). An additional measure shall be imposed as "Mitigation Measure I"which will read as follows: Applicant shall be required to give ten (10) days prior notification to two individual groups: 1)the Holiday Inn Select; and 2)the Talbot Crest and Shattuck residential neighborhoods. FURTHER,that the night work within the area of the Holiday Inn Select be limited to a maximum of no more than (6) nights; the portion of the work through the freeway section be limited to a maximum of four(4) nights. MOTION CARRIED with Jim Gray voting nay. 3. ADJOURNMENT: The meeting was adjourned at 8:51 p.m. EXHIBIT I VARIANCE TO NOISE ORDINANCE Mitigation Measures A) A W.S.D.O.T. person well versed in noise mitigation measures will conduct a training session with project inspector and contractor personnel. This session will include the requirements of the variance,construction equipment involved, ways to keep the noise to a minimum, and consequences of failure to comply with the variance. WSDOT will submit a confirmation document to the City, noting all personnel and inspectors who will attend this training. In addition to providing the training, WSDOT shall grant the necessary authorization to have an acoustics expert/inspector on-site at all times to ensure immediate enforcement actions of all mitigation measures. B) All required back up alarms to be used at night will be the least obtrusive OSHA approved ambient sensitive type. C) All truck beds used in the removal of debris will be lined with rubber to reduce noise impact. D) With regard to material removed or placed during grinding operations, any material spilled on the roadway surface shall be removed by sweeping. No scraping type equipment shall be used. E) Stationary equipment such as light plants, generators, etc., shall be shielded from the residential areas. The required equipment shields will be fabricated, by the contractor(s), per specifications(included in the project plans). F) Weekly reports shall be submitted by WSDOT to the City providing information on complaints/problems/resolutions and indicating the number of accumulated nights used through the duration of the project. G) After two(2)substantiated continuing complaints are received and reviewed by staff,the applicant may be required to accomplish testing in the bedrooms of affected residents. If tests are above the allowed dBA during construction,then applicant will be required to take further mitigation measures such as,but not limited to, insulating the windows or providing motel accommodations. H) A 24-hour notification phone number shall be posted for residents to call in complaints or voice concerns. EXHIBIT 2 RECEIVED PETITION TO THE CITY OF RENTON MAR 0 2 2000 BOARD OF PUBLIC WORKS MARCH 2, 2000 CITY OF RENTON PUBLIC WORKS ADMIN. OPPOSITION TO SPECIFIC NOISE-PRODUCING ACTIVITIES WSDOT SR 167 PAVEMENT OVERLAY CONSTRUCTION PROJECT WHEREAS,THE PROPOSED CONSTRUCTION PAVEMENT OVERLAY PROJECT IS LOCATED IN THE NORTH BOUND LANES OF STATE ROUTE 167 (VALLEY FREEWAY); WHEREAS,THE PROJECT WORK IS TO BE CONDUCTED DURING THE SUMMER MONTHS OF 2000,WHILE RESIDENTS ARE SLEEPING WITH WINDOWS OPEN AS REQUIRED DURING WARM WEATHER, AND DURING NIGHT HOURS FROM 10PM TO 7AM,AND 10 PM TO 9AM ON WEEKENDS; WHEREAS,THE WORK WILL BE CONDUCTED ADJACENT TO RESIDENTIAL NEIGHBORHOODS LOCATED DIRECTLY EAST OF THE WORK AREA; WHEREAS,THE WORK WILL GENERATE NOISE LEVELS,PARTICULARY DURING THE PAVEMENT GRINDING PHASE OF THE WORK, IN EXCESS OF THE AMBIENT NOISE GENERATED BY TRAFFIC ALONG SR 167 AND WILL CREATE A DISTUBANCE THAT WILL CAUSE HARDSHIP AND DISCOMFORT FOR THE CITY OF RENTON RESIDENTS ADJACENT TO THE WORK AREA; WHEREAS,THE STATE OF WASHINGTON DOT HAS NOT PREPARED A TECHNICAL NOISE REPORT, WHILE ON PREVIOUS PROJECTS (WSDOT XLO647 2/92, AND OL3478 4/99)NOISE REPORTS WERE SUBMITTED TO THE CITY OF RENTON FOR SUPPORT IN NOISE VARIANCE REQUESTS; WHEREAS, THE UNDERSIGNED CITY OF RENTON RESIDENTS,LOCATED ADJACENT TO SR 167, REQUEST THAT THE BOARD OF PUBLIC WORKS REQUIRE THE WASHINGTON STATE DOT PREPARE A FORMAL TECHNICAL NOISE REPPORT, AND THAT MITIGATION MEASURES REFERENCED IN THE 12/2/99 LETTER FROM WSDOT TO JANA HANSON,BOARD OF PUBLIC WORKS DIRECTOR, BE REQUIRED IN CONJUNCTION WITH THE WORK ALONG SR 167; WHEREAS,IN ADDITION TO THE MITIGATION MEASURES REQUESTED ABOVE, WE REQUEST THAT WORK PERFORMED WITH PAVEMENT GRINDERS,AND VIBRATING ROLLER MACHINES BE CONDUCTED ONLY DURING HOURS BETWEEN 9AM AND 10PM ON WEEKDAYS; NO WEEKEND WORK; BETWEEN MILEPOST 25.00 AND THE SR167 AND I-405 EXCHANGE; THEREFORE,BE IT RESOLVED: THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED, PETITION THE CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF WASHINGTON DOT, ON OUR HOME ENVIRONMENTS. Name: .--&(L- Address: -&(L Address: a-`-t 1"� y(r� �' j��� 5 .. .4..45 Name: l� - 0 Address: �-t i3 r ��r- ' . ' -S _ Name: `—�JiZ. .Ii • . � "► Address: ` .!..�i A . Name: C i412( S VV )Ii? Address: .7ToLoo I Z • S - Name: eil✓J1.e�d e S0 7 Address: 3�'���'`f a/b (7,1 til. S , Name: h 1 Ath //4/45 Address: 13I bo-,I !/ lex. 50 Name: Y/l c>/A i.h /7//'11/1 C Address: 2 7 3 Z. 'Tl4/k6 I), fid, Name: (' t='1010-5ck Address: oto%6-02 -(o l bot COT OR_ 5 Name: 1. fl 11e, :10 � . Address: 03 7a(-(Il1r C�1 Name: fa& 11 � '^ Address: 2 f6(0 -�Qb L } .( " !o" S Name: 0/ . ,(i7' /80S Address: 25:0' TPrl.tZ�T P z. S Name: 4.10'7,-"VC2Address: ,S O;:rutl �'�Qc f THEREFORE,BE IT RESOLVED: THAT, ON BEHALF OF THE RESIDENTS OF THE CITY OF RENTON LOCATED ADJACENT TO AND EAST OF SR167, WE THE UNDERSIGNED, PETITION THE CITY OF RENTON PUBLIC WORKS BOARD TO PROVIDE MITIGATION MEASURES, AS REQUESTED OR REFERRED TO HEREIN, TO MINIMIZE THE ADVERSE NOISE IMPACT OF THE WORK PROPOSED BY THE STATE OF 'WASH TON DOT, ON OUR HOME ENVIRONMENTS. Nam Addr-ss: ' 025 -f; :/6b C 'e jf A ,� Nam-• , ,, y � . , Address: �� IT , ' �e_, co , NamGSL /• G Addresse: : £ 2.7 -l.6of CY&5 ' �'t.. S . Name: - Address: ZS 2-7 oda T e tz_e r 5 Name: be/14v -fa; )/ Addre ,r94e. Df. So • Name: - Address: /61 7L6,; d fi /JY. SO Name: p�%� Address: �� _ 4. _ / : _ Name: "w Gf Address: Z s/s- --r-A4_4307 C./2_ p,Q_ S , Name: Address: Name: Address: Name: Address: Name: Address: A ` BOARD OF PUBLIC WORKS 7:00 p.m. Renton Municipal Building Thursday, March 2,2000 7th Floor Council Chambers AGENDA 1. CALL TO ORDER: 2. REQUESTED ACTION: • PUBLIC MEETING- VARIANCE FROM NOISE ORDIANCE, W.S.D.O.T. -Roadway resurfacing on SR-167 in the vacinity of I-405 to the SR-900 couplet, applicant requests a noise variance to complete roadway resurfacing from April 2000 through December 2000. 4. ADJOURNMENT: CITY OF RENTON BOARD OF PUBLIC WORKS NOTICE OF PUBLIC MEETING NOTICE IS HEREBY GIVEN that the Board of Public Works has fixed the 261 day of January, 2000 at 8:30 a.m. in the Renton City Hall Council Chambers, 1055 South Grady Way,Renton, Washington, as the time and place for a public meeting to consider the following: The Washington State Department of Transportation(WSDOT) is planning to complete roadway resurfacing on SR 167 in the vicinity of I 405 to the SR 900 couplet. The proposed project involves grinding the existing pavement and resurfacing on SR 167. In the northbound direction the resurfacing will start at MP 25.00 to the south curb of 2nd Street at MP 27.28. In the southbound lanes,the resurfacing will begin at the Grady Way intersection and extend north to 2nd Street at MP 27.28. Work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. Such large scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. This will also facilitate public and worker safety. The estimated construction time for this project is 80 working days and is scheduled to be completed between April of 2000 through December 2000. The request is for a 65-day noise variance from Renton Noise Level Regulations,Chapter 7,allowing work at night, during the estimated construction time. All interested parties are invited to attend the meeting and present oral or written comments in support or opposition to the proposal. City Hall is fullyaccessible, and interpretive services for the hearing impaired will be provided upon prior notice. For information,call(425)430-7382. Correspondence should be addressed to Board of Public Works,Jana Hanson,Renton City Hall, 1055 S. Grady Way,Renton,WA 98055. For more information about the project, call Bruce Farrar at WSDOT, (206)440-4546. Published: South County Journal Date: January 12,2000 Account No. 50640 APPLICATION FOR CITY OF RENTON BOARD OF PUBLIC WORKS 1055 South Grady Way, Renton, WA 98055 (425)430-7204 OWNER WilSgrAm-roN aATC c764 wo- NSW Telephone ADDRESS OF PROPERTY: c JTgr6 ,117E /1,7 14c. Ia kV Zip Code LEGAL DESCRIPTION OF PROPERTY include King County Assessors#: 3 /67 (attach separate sheet of paper if necessary) NAME OF PROJECT: SR/6,7 P 1&c v . is 9do COUPLET- /4PG QvcceL451 APPLICANT: W$Db% (5RucE gARRA2) ,206 -yvo-VS-Y(0 Telephone BUSINESS ADDRESS:: /3 760 aivroN 4vE /1I. MS-/38 98/33- 7,t) Zip Code Telephone Attach a separate letter stating in detail: 1. The request 2. Applicable City Code 3. Items and quantities involved 4. Justification for request 5. Time allotment required for request. Attach a 1"= 100' drawing of your site and mail the completed application and map to: CITY OF RENTON Board of Public Works Paul Lumbert,Coordinator 1055 South Grady Way Renton,WA 98055 You will be contacted if application is incomplete or if additional information is required. COMPLETED applications received by 5:00 Mon.- ,will be placed on the agenda approximately 2 weeks from that date. Applicant's Signature _ [Office Use Only] DATE OF FILING: /02/0 X99 DATE OF HEARING: DEFERRAL ( ) New ( ) Extension VARIANCE ( tew ( ) Extension Offsite ( ) .UNDERGROUNDING DRIVEWAY Onsite ( ) SLOPE GRADES (v( NOISE EXCESS R/W ( ) H:\FILE.SYS\FRM\8IBPW\0020.DOC\ FORM 81/0020 10/97 Ink WWashington State Northwest Region AP Department of Transportation Sid Morrison Secretary of Transportation • DEVELOPMEF REN ONES December 2, 1999 CITY Du 061999 Jana Hanson c Board of Public Works Director RECEIVED City of Renton Renton City Hall - 5th Floor • 1055 South Grady Way Renton, WA 98055 Temporary Noise Variance Request SR 167 I-405 Vic. to SR 900 Couplet ACP Overlay MP 25.00 -MP 27.28 OL 3 704 Dear Ms. Hanson: The Washington State Department of Transportation (WSDOT) is planning to complete roadway resurfacing on SR167 in the vicinity of I 405 to the SR 900 couplet. The proposed project involves grinding the existing pavement and resurfacing. This project is being conducted to resurface this section of pavement. This project will be located in the city of Renton. The resurfacing work will be located on SR 167. In the northbound direction the resurfacing will start at MP 25.00 to the south curb of 2nd Street at MP 27.28. In the southbound lanes, the resurfacing will begin at the Grady Way intersection and extend north to 2nd Street at MP 27.28. Attached is a vicinity map showing the project location, plan sheets showing the paving plan, and the Application for City of Renton Board of Public Works form. Expected project generated peak noise levels are also included. Repaving work will require lane restrictions while grinding and repaving is being completed. WSDOT traffic analysis has determined that by performing lane closures during the day, traffic congestion due to high traffic volumes and loss of roadway capacity will occur. -Such large scale backups would not be acceptable. WSDOT recommends that lane closures be done at night when traffic volumes are low enough to handle lane closures without causing congestion. Additionally, this will facilitate public and worker safety. i I Ms. Jana Hanson December 2, 1999 Page 2 The estimated construction time for this project is 80 working days and is scheduled to be completed between April of 2000 through December 2000. This project is scheduled to go to advertisement on March 6, 2000. Information regarding traffic control and equipment data for this project is attached. Project operations will include grinding,jackhammering, asphalt compaction, sawcutting and overlaying pavement along SR 167. Additional activities will include striping and other miscellaneous work associated with pavement repair. The work will take place in both the northbound and southbound directions of SR 167. Night work will be performed at different time intervals for each direction of traffic. Equipment to be used may include, but is not limited to, pavement saws, paver, pavement grinders, jackhammers, compaction rollers, generators, trucks, lighting equipment, and striping equipment. The WSDOT requests that the Renton Board of Public Works consider and grant a 65 day noise variance from Renton Noise Level Regulations, Chapter 7, as per Section 8-7-2 allowing work at night. We request a window in which to use the issued variance nights beginning April of 2000 and to continue through December 2000. We propose the following measures to minimize impacts: A. A WSDOT person well versed in noise mitigation measures will conduct a training session with project inspector and contractor personnel. This session will include the requirements of the variance, construction equipment involved, ways to keep the noise to a minimum, and consequences of failure to comply with the variance. WSDOT will submit a confirmation document to the City noting all WSDOT and other inspectors who attend this training. In addition to providing the training, WSDOT shall grant the necessary authorization to have an acoustics expert/inspector on site at all times to ensure immediate enforcement actions of all mitigation measures. B. All required backup alarms to be used at night will be the least obtrusive OSHA approved ambient sensitive type. C. All truckbeds used in the removal of debris will be lined with rubber to reduce noise impacts. D. With regard to material removed or placed during grinding operations, any material spilled on the roadway surface shall be removed by sweeping. No scraping type equipment shall be used. E. Stationary equipment such as light plants, generators, or any other shall be shielded from residential areas. The required equipment shields will be fabricated, by the contractor(s), per specifications (included in the project plans). OL3704.doc • Ms. Jana Hanson December 2, 1999 Page 3 F. Weekly reports shall be submitted by applicant providing information on complaints/problems/resolutions and indicating the number of accumulated nights used through the duration of the project. G. A 24 hour notification phone number shall be posted for residents to call in complaints or voice concerns. H. After two (2) substantiated continuing complaints are received and reviewed, the State may be required to accomplish testing in the bedrooms of affected residents. If tests are above 52 dBA during construction, then the State will be required to take further mitigation measures such as, but not limited to, insulating the windows or providing motel accommodations. Please schedule a hearing for this request. My office will initiate the notification requirements per City of Renton instructions. If you have any questions please call me at (206) 440-4546 or Janelle Hitch at (206) 440-4541 Sincerely, BRUCE P. FARRAR Air Quality and Special Studies Program Manager BPF:JCH . Attachments cc: G.L. McKee MS 138 Joe Scanlon MS 51 Don Wills MS 111 • Day file file OL3704.doc • Ms. Jana Hanson December 2, 1999 Page 4 PROJECT GENERATED PEAK NOISE LEVELS Noise levels diminish with distance. A 6 dBA noise level drop will occur with the doubling of distance from a point 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 object interferes with the receiver's line of sight to the noise source. This attenuation depends on the relative elevation of the source and the receiver and the height and location of the intervening object. The following overview describes construction generated noise levels expected to occur to specific neighborhoods adjoining the SR 167 ACP Overlay project. The following projected noise levels will result from nighttime activities involving grinding, sawcutting, overlay placement, striping, and other miscellaneous work associated with pavement repair on SR 167. Noise levels resulting from the subject project's repair activities will generate peak noise levels of 85 to 90 dBA as perceived at 50 feet. Project generated noise levels are expected to be as follows: SR 167 South of SR 405 Interchange The area to the south of the SR405/SR 167 along SR 167 is industrial, commercial or undeveloped to the west. To the east there is a residential community above SR 167. These residents benefit from their line of sight interruption to SR 167. This"top of cut effect" results in an approximate 10 dBA noise level reduction. The closest residence is not closer than 500 feet from the roadway, distance attenuation will result in at least 20 dBA reduction. Additionally, there is a densely wooded area separating the residence from the roadway. This line of sight interruption provides an additional attenuation value of 8 dBA. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise levels of less than 50 dBA in this area. SR 405/SR 167 Interchange The Lake Avenue South/South 14th Street neighborhood lies southeast of the SR 405/SR 167 interchange. Distance attenuation (500 to 800 feet from the work site to residences) will result in a 20 to 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. The project activities are expected to generate peak exterior noise levels of less than 50 dBA and up to 69 dBA(to front line receivers). Other homes in this neighborhood are more distant from work activities, work generated noise will not be perceptible to these 3rd and 4u'row residences. The 12"' and 13th Street neighborhood lies adjacent to and northwest of the SR 405/SR 167 interchange. There are five remaining residential dwellings in this neighborhood that OL3 704.doc Ms. Jana Hanson December 2, 1999 Page 5 would be affected by this project. Distance attenuation (500 to 800 feet from the work site to residences) will result in a 20 to 24 dBA reduction. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise levels of less than 50 dBA to 69 dBA. A Holiday Inn hotel lies adjacent to the northeast of the SR 405/SR 167 interchange. The rooms along the south and west wall would be most affected by this project. Distance attenuation (100 to 400 feet from the work site to hotel) will result in a 6 to 18 dBA reduction. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise levels of less than 64 dBA to 76 dBA. SR 167 North of SR 405 Interchange The Shattuck Avenue South/South 7th Street neighborhood lies east of SR 167. Distance attenuation (400 to 800 feet from the work site to residences) will result in a 18 to 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. The project activities are expected to generate peak exterior . noise levels of less than 50 dBA and up to 70 dBA(to some first row residences of Shattuck Avenue and S. 4th Street). Other homes in this neighborhood are more distant from work activities, work generated noise will not be perceptible to these 3rd and 4th row residences. The SW Sunset Boulevard/Langston Road neighborhood lies west of SR 167. Distance attenuation (approximately 800 feet from the work site to residences) will result in a 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise levels of less than 50 dBA and up to 66 dBA(first row residences at Langston and Sunset). The Hardie Avenue SW/SW 2nd Street/SW Victoria Street neighborhood lies west of SR 167. Distance attenuation (400 to 800 feet from the work site to residences) will result in a 18 to 24 dBA reduction. Line of sight interruptions occur for some residences in this area. An additional attenuation value of 8 dBA can be assigned for this sight interruption. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Project activities are expected to generate peak exterior noise levels of less than 50 dBA and up to 72 dBA(to front line receivers). The West Wind Motel lies adjacent to the east of SR 167. The rooms along the south and west wall would be most affected by this project. Distance attenuation (approximately OL3704.doc Ms. Jana Hanson December 2, 1999 Page 6 400 feet from the work site to motel) will result in an 18 dBA reduction. The line of sight interruptions at this location will provide and additional 5 to 10 dBA reduction. Portable noise shields will be employed around work activities providing further attenuation benefits of 8 to 10 dBA. Overlay activities are expected to generate peak exterior noise levels of less than 55 dBA to 70 dBA. OL3704.doc R e.V 6 Y,S /ft 3/z1/2aoo • ' v71Washington State Department of Transportation ' . Memorandum Date: 3/1/2000 From: Plan Review/Phil Price SR 167 MS 111 1-405 VIC TO SR 900 Phone: 206-4404115 COUPLET Fax: 206-440-4802 00A002 OL-3704 To: See List Below • PROOF COPY PLEASE RESPOND IMMEDIATELY IF A CHANGE OR CORRECTION IS NEEDED. • : .COMMENTS DUE NO:LATER THAN` .' I" r4 .9..4:10 AM ne Thursda0Aarch 8, 2000. . . VIA PHONE, E-MAIL.OR:FAX , MS • 136 PROJ LOCATION ENGR G. McKee (3) 51 PROJ CONSTRUCTION ENGR J. Scanlon (3) 111 PLAN REVIEWER P. Price 120 CTCO R. Steinert 4-7330 OSC LIAISON L. Sundberg • 120 TRAFFIC ENGR - SOUTH M. Leth PRELIMINARY PLANS SUBJECT TO CHANGE DATE: 3/27 /2000 PCDFSR167 � I , 1 CONTENTS 2 3 PAGE 4 5 INTRODUCTION 1 6 AMENDMENTS TO THE STANDARD SPECIFICATIONS 7 . SECTION 1-04, SCOPE OF THE WORK 1 8 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 1 9 SECTION 1-08, PROSECUTION AND PROGRESS 2 10 SECTION 9-28, SIGNING MATERIALS AND FABRICATION 3 11 SPECIAL PROVISIONS 12 DESCRIPTION OF WORK 4 • 13 BID PROCEDURES AND CONDITIONS 4 . . ..... : ,..: 1.4 Preparation Of Proposal 4 • 15 Public..Opening.Of Proposal;= ;. ,". ..4 „ 1,6: .....AWARD..AND.EXECUTION.OF_CONTRACT . .- . . . . ‘5 17. .: ....Award'OfContract 5 1.8:.:;.:'�;CO'NTE•011.Q.F-:MATERIAL..:.::"".:. ;; 5. Handling<:and_.Storing,Materiafs _ -. _y_- :,....'..:.,r:;,. .._,.;_;., ,...2Q;. , LEGAL::RELATIONS',SAND:,RESPONSfBILITIES•!TO THE:PUBLIC':• i...-•,: . .: ::.:..::....::. . aws To serve 22 City of Renton Noise Variance 0 6 23 Temporary Noise Shields 7 24 State Taxes 8 25 Fish And Wildlife and Ecology Regulations 0 8 26 Concrete Grinding and Sawcutting Residue and Slurry 8 27 Permits And Licenses 9 28 Load Limits 9 29 Wages 9 30 Equal Employment Opportunity Responsibilities 9 31 Federal Agency Inspection 24 32 Contractor's Responsibility for Work 24 • SR167 1-405 VIC TO SR 900 COUPLET S 00A002 (03/01/00) A • • PAGE 4 1 Temporary Water Pollution/Erosion Control-----------------------------_______—___25 , • 2 Protection And Restoration Of Property-------------___—_--------________----_—_____26 3 Utilities And Similar Facilities ---------- ._27 4 •Public Liability And Property Damage Insurance--- ----28 5 Work on BN RR Bridge 167/139 28 6 Public Convenience And Safety ------- __28 7 Lane and Ramp Closures----_________ 29 8 PROSECUTION AND PROGRESS-------------------------- 31 9 Subcontracting-- --- ------------- 31 10 Progress Schedule----------------------=-----------_________ ____— 31 11 Time For Completion-----------_____M_�___:________ 12 Liquidated Damages 13 TEMPORARY TRAFFIC 14 Traffic Control Management32 :.:.;;' And All Other Traffic Control Devices- -°°� ���� � ,,,;,,, ,,;,,,;,;,,;;..;r. :..:.,'.:.,:,...•,1..\6.,::.,;REMOVALOF STRUCTU.R S:A " D == =— .._ 17:• ., .:Removal,of•Cement Concrete Curb; and Gutter. .-- - 18 Removal'of,,RaiseOpavement Markers . , .-. �. .�:•.,L„ . .CONSTRUCTION°:'G€OTE�T --- ---' -=��== -- — --------= - .. <a�ti -;�s 194,.-�: - ------ ---�-- - . �ILE c, 4.2,.. .,- ilx'- `r[r.. 'it.:�: :k'-`',:^'r'�}:""' .�^.q•+i:�;.y, ,' yY"�`:yr4q.: "1'•`,�1",`:'::\"'+if • PRODUCTIcYN':FROM°-• QUARRY AND' -IT SITES-• -===-=- ,,;Yc [<xa:��{riy17 ,:"1:�' �:,:,�*.s: y;. l;;r*a�r•��ai;r:;c?r-,_.i; 1�,vstC�.;'��;a"$t;, . T..CQN.CRE7"E"PAVEMENT` - —�'�,'-� _ �• 23 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB=----------- ------46 24 MONUMENT CASES -47 25 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 47 26 PERMANENT SIGNING — 50 27 PAVEMENT MARKING 51 28 STANDARD PLANS 51 29 , SR167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) • �.. � 1 2 I NTRO.AM 1 3 INTRODUC N • 4 The following Amendments and Special Provisions shall be used in conjunction with 5 the 2000 Standard Specifications for Road, Bridge, and Municipal Construction 6 (Metric). 7 8 AMENDMENTS TO THE STANDARD SPECIFICATIONS ' 9 10 The following Amendments to the Standard Specifications are made a part of this 11 contract and supersede any conflicting provisions of the Standard Specifications. For 12 informational purposes, the date following each Amendment title indicates the 13 implementation date of the Amendment or the latest date of revision. 14 . 15 Each Amendment contains all current revisions to the applicable section of. the 16 Standard Specifications and may include references which do not apply to this 17 • particular project. . 18 • • 19 04.AM1 20 SECTION 1-04, SCOPE OF THE WORK 21 March 6, 2000 • 22 This section is supplemented with the following: 23 24 1-04.4(1) Minor Changes . 25..... ....... Payments or:credits .forchangesamounting: to $5;000 or less may be made under,.:the,bid.item "Minor Change" Contracting At the.discretion of the, Agency, Changes :May used -in-:lieu of the::more formal 27 ,.. this procedure for;Minor. ma be�": 28. ;procedure as;;outlined,in.Section:-1:-04.4, .Changes.,. ,- •• 30: :.:` ;..:..,.',:The_Contracto'r;will:be:`provided'a.co of.the:com l.eted..order:for�Minor:Chan e._ pY g • 31 : f:;:The 'agreement'.for:the;'Minor-Change_will.'be documented by. signature"of the 3 Contractors or:;n'otation:;of_verbaLa reement;::::If:.the Contractor;is in disagreement :;::�, ,-_ 3 3;_:.-;� ;',b;:..ayyitft.an:..;hin'� ��ce;uredAbs:tfie,order.forMirioG:.Chan e ,the Contractor may protest the Order as3provided`irr:Se:ction..4-045,::,:w, 35 , :,:..;..,„.. ..„.,.v: .,, :, 35,;.:. ,;,.:,:;,.r,:Pa- mentsi,or�`vcredits,:will..be-,be accordance-with Section,1,09:4.: For 37, .;t,e - e`,;o v _r„�-<._�: .::_;:::•._�,::.. id all:bidders�•:the:..0 h. :purpos f,, p,ro ih a, .common;.prcaposal;.:.for: or�,tractin� - . . , n‘nA•�enG .has:entered::pan.arnounl<for--MincsrCf�ari e7iii•#tie Proosal`to become�•ai-- �• 39 part of the total bid by.the ' 40 . 41 07.AM1 . 42 SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE , 43 PUBLIC 44 March 6, 2000 . 45 1-07.8 High Visibility Apparel 46 In the second paragraph, (1) is revised to read: 47 48 (1) when personnel are out of view of, or not exposed to traffic, 49 50 1-07.22 Use of Explosives 51 In the second paragraph, the reference to "WAC 295-52” is revised to "WAC 296-52". 52 53 08.AM1 • SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 1' I 1 ' SECTIO"- -08, PROSECUTION AND PROG SS i` • 2 (March _ -000) 3 1-08.1 Subcontracting • Is y 4 The 7th"paragraph is supplemented with the following: " .E 5 . •• 6 When required by the.Contract, the Contractor shall submit a"Quarterly Report 7' of Amounts Credited as DBE .Participation" form in lieu of DOT form 412-023 8 "Affidavit of Amounts Paid MBE/WBE Participants".. 9 • 10 This section is'•supplemented with the following: 11 12 . 'Subcontract Completion and Return of Retainage Withheld 13 The following procedure shall apply to all subcontracts entered into as a part of 14 this Contract: 15 • .. . 16 Requirements . . 17 " 1. .,The subcontractor shall make a written request to the Contractor for the 18 release of the subcontractor's retainage or retainage bond. . 19 20 2. Within ten (10) working days of the request, •the Contractor shall 21 determine if the subcontract has been satisfactorily completed and shall 22 inform the subcontractor, in writing, of the Contractor's determination. 23 24 3. If the Contractor determines that the subcontract has been satisfactorily • 25 • completed, the subcontractor's retainage. or retainage bond shall be • • - 26 . • released by:the Contractor within ten (10)working days from the date of:- 27. the written•notice. '• 28 . .. • _ .. .. . r!.,D.,.,"-:i•i 29;: - -• , .4 ;-;If•thie<:;Contractor:!adetermines..+that=.the su-subcontractor .has"not°achieved=•"`'`= ' -' ,,....:........... ... . . .,..;.;.3.Q . ..... ..,..... ..,::,„.•.satisfactory..completion..of.ah.eksubcontract; the:•Contractor must--provide,.- - . _ ___.. ,31:• _ r=the,- subcontractor'witti i-written:.-notice, statin s ecificall 'wh :'the 'Ea 71',.. ..._...,....: ✓,..:.,..,.32.. - .:2.-;!:,_„.... :. . ...:..:. . : -�.; -;- .;�.__-;��,"+`__subcontractwgrloinot:�satisfactorily�complet d,�andrwhatyhas t'-bei ”=': ...•�-,:t.,'.�q': 33doneF".tor�;,achieve :completion: ^`--The ,'.Contractor°•;shall' 'release- the•'•'' '."' °f _._.., , . --...-:.:-.-:•: ::.. ; ; ,ubscontractors=reta cir1age`.orretainage.. bond-within`�=:eight (8) workirig: ':' <v. ,...,.. �. . •: :,: ,:,:;day :-after: the:.�subanra,etor��has.-satisfactorilye �' =;�<: •,''!' ...., ..... , � 1, .. . 'f i itified 1ntofi •.--,,:•:.-. ..-: . . ,. • .:J.f"_.t• .i irs 37, :> ... < _ ete1.,1-.s;. .,,-; ,' err •rriiF` . &:',L,,',1.. ._38. .._:_ .-_ �sln,deterrniniri�whethersatisfactoryconpletion-.has6eei=achived ; hj ; ,- . . . , ,.i_ �.,.,r_,439, __,�t;,;,_;i... ,.. ;,,,Contractoc, nay,, require-:ahsubcontacor:,to.•::provde�documentation, . .;l<„: . : 40 .-,.. . -. '--such-'as.`certifrcations and 'releases,' showing'that-all laborers; lower=' ` "' -" ' 41 tiered subcontractors, suppliers of material and equipment, and others ' 42 involved in the subcontractor's work have been paid in full. The • 43 Contractor may also require any documentation from the subcontractor • 44 . that is required by the subcontract or by the Contract between the 45 ffi 46 wagesContractor paid,and materialContracting acceptanceAgency certiorficationsbylawsuch and as releasesadavits fromof 47. applicable governmental agencies to the extent that they relate to the • 48 'subcontractor's work. • 49 • . • 50 6. If the Contractor fails to comply with the requirements of the . 51 specification and the subcontractor's retainage or retainage bond is 52 wrongfully withheld, the subcontractor may seek recovery against the 53 Contractor under applicable prompt pay statutes in addition to any other 54 remedies provided for by the subcontract or by law. • 55 56 Conditions 57 • 1. This clause does not create a contractual relationship between the . • 58 . Contracting Agency and any subcontractor as stated in Section 1-08:1. • . 59 Also, itis not intended to bestow upon any subcontractor, the status of • SR 167 ' 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 2 1 a third-party beneficiary to the Cont between the Contracting 2 ncy and the Contractor. I 3 4 2. This section of the Contract does not apply to retainage withheld by the 5 Contracting Agency from monies earned by the Contractor. The 6 Contracting Agency shall continue to process the release of that 7 retainage based upon the completion date of the project as defined in 8 1-08.5 Time for Completion and in accordance with the requirements 9 and procedures set forth in chapter 60.28 RCW. 10 11 Payment 12 The Contractor will be solely responsible forany additional costs involved in 13 paying retainage to the subcontractors prior to total project completion. 14 Those costs shall be incidental to the respective bid items. • 15 . 16 28.AM9 •• • 17 SECTION 9-28, SIGNING MATERIALS AND FABRICATION 18 March 6, 2000 • 19 9-28.11 Hardware 20 The first sentence of the first paragraph is revised to read: 21 22 Bolts,.,nuts, and washers shall be of the same material for each attachment, 23 except'::for signs mounted on Overhead Sign Structures (i.e. sign bridges, 24 cantilevers, and bridge mounted) all bolts, u-bolts, washers, nuts, and locknuts 25 shall be stainless steel only. . 26 ... ., = • 27::: :(,,:In.;thefirst:.paragraph, the:.Specification.for"Strap and-Mo,unting Bracket"is revised-to 28 read: _. • . 29 .. 30" ASTM A 666, Type 201 Stainless Steel . 32 ,9.-28`::1. tee . tru . ... ._ ,_..-_..•..._..,:,.:...: A.. 4(2):..S I S cturesand Posts.:, . ...._. ._,_,...•...:. _ .,._.- 3 .. i,Tfie,:f . irst.p g ed to _,. •. ._. �.. .. - _ , � :.:,..:�._v• �. . - .. ara caph:ls reels =:read. 34 `. ;5>.; :--- „Anchor.:, :ods::.a du:.,washers:�.for�::•si n:::brid e• ,. -,: _ ,:,<.,.(• _ _�ntilever:v:.�igr ,sttucti.ire-' <r:..•rW ,.,. , ; ,.,,.;;_ 4Y;;, ,Ae�h:- „37;,.t af(ejfabricati.on a=minimum of,3,0.5:millimeters:at(ther:ex`osed end:in accordance ^ :` :<: .: �( .1 •Nuts�'antl washes::sh�all=-11 ins-. - ..... ,r.�- 39.: �aceordance�with:AASHTO-;=,M. 232r Anchor rod�'te�riplafes�=shall. conform=-to�`" 0 • • ,.•.:: •,:-.•...:.. ._... .... �.. ..... ..- SHTO.M 183 but need.not Ivanlze . _b .. . ..__. ,. . ... . .. .... ... ._ .. . _ . ,.- e•'ga 'd�. 41 • - 42 INTRO.MR1 • • • • • • • • • • • SR167 1-405 VIC TO SR 900 COUPLET' • 00A002 (03/01/00) • 3 11 SPECIAL PROVIS,, S 2 3 The following Special Provisions are made a part of this contract and supersede any 4 conflicting provisions of the 2000 Standard Specifications for Road, Bridge and 5 Municipal Construction (Metric), and the foregoing Amendments to the Standard F". 6 Specifications. 7 8 DESWORK:GR1 • 9 DESCRIPTION OF WORK 10 11 DESWORK1 12 (March 13, 1995) 13 This contract provides for the improvement,of*** SR 167 in King.County, 1-405 Vic to 14 SR 900 Couplet, MP 25.00 to MP 27.28, by planing bituminous pavement, paving 15 with with asphalt concrete Class B, pavement marking; permanent signing, signal 16 loop, traffic control, ***. and other work, all in accordance with the attached Contract 17 Plans, these Contract Provisions, and the Standard Specifications. 18 19 02.GR1 • • 20 BID PROCEDURES AND CONDITIONS 21 22 0206.GR1 23 Preparation Of Proposal 24 . 25 F02061 26 (March 13, 1995). -. 27 • ,The sixth paragraph of Section 1-02:6 is supplemented with-the following'.' 28 425.00 per:hour:has,been•J,estab ..._ ., r==the-item' lished�fo If:ahe'";: 0" sr, Traffic.:0ontrol Labor': . Contractors WAS less`ah_an the mmlmum.spebifed= '°''' • 31;; ;;amount,,the Contracting Agency.will unilaterally.,revise thebid' amount to .the 32t i, x rQfp mrntmum�specified amount=:,and recalculate the;::Contractor's tots bi � :' - amount-will be used by:the_.Co'ntracting Agency'for award'-".' • ........ - n _33:,,.n _ - The�corrected•total_bid-• .... r t _,_.. ..,:+,.,34i t ur ,me -t,, _:.p po�ses'.arldao•fix.:the:amountofthe�contractbond:' '�_• �-- .�.'i •'. six.��.r.z't�:�-+�_.., :�:��;r;-.�.. . ,:';,a 35 . ` . ;: :. . 0,62:GR1 �k...:,.,5'e'ctio.n1kA2.6,�iss'u lementedwith the followin' -�:;- ;t.w��:.>M1::F�,:..... _.�-il:� :.f ..,„_. :;�,.,,::a.4_t �,..,� ,..< . r�.,,.._,. . .....,,,...�...., _. 39, . ..,0206 E.. -,"-.y 4.GR1 40.............._..-. . -. ,�t (September 5, 1995 - i'.' e 41 + > :.: ;i`On th1 project;the b1 will not be r fired to submit wit the"bid-a lis b'f -.. ,: .; s�: ,�:.. . 's 'drier equ' h • .: ^ . 42 t-!.. 43 1. Subcontractors, and 44 2. The work the subcontractors will perform. 45 46 02121.GR1 47 (October 25; 1999) 48 Public Opening Of Proposal • 49 Section 1-02.12 is supplemented with the following: 50 51 Date Of Opening Bids 52 Sealed bids will be received at one of the following locations before,the specified 53 time: 54 55 1. At the Post Office Box #7360, Olympia, Washington 98504-7360 until 56 10:00 A:M. of the bid opening date. Notification by the Fost Office'will 57 be considered as actual receipt of the bid by the Department of • 58 Transportation. • 59 0 • SR 167 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) 4 1 2., f- `tie Department of Transportation Bic' "Tomrra'ission) Room, located 2 he first tloor of the Transportation E Ing, ape ar rlve 3 SEOlympia, WA 98504-7360, until 10:00 A.M. of the.bid opening date. • 4 Bids delivered in person will be received only in the Bid Room on the 5 bid opening date. • 6 7 The bid opening date for this project shall be 8 The bids will be publicly opened and read after 10:00 A.M. on this date. 9 10 03.GR1 • 11 AWARD AND EXECUTION OF CONTRACT 12 13 0302.GR1 ' 14 Award Of Contract 15 Section 1-03.2 is supplemented with the following: 16 • 17 AW2000.DT1' 18 (NWR February 7, 2000) 19 The award and/or execution of the contract for this project is subject to the 20 Contracting Agency first having obtained sufficient funding from the 2000 21 Washington State Legislature. Bidders are.thereby put on notice that an award 22 and/or execution of the contract for this project may not occur. In the event such 23 legislative appropriation is .not forthcoming, the.Contracting Agency shall not be 24 liable for or. responsible to pay for any costs, charges, expenses, or damages 25 that may have occurred by the bidders or others arising out of, in connection with 26 or pertaining to this project. 27 28 06.GR1 29 _.CONT `. : •. �ROL OF:.MATERIAL•�: ;,.. ,� �.-..:: �...-. 30 .. . , . :: , . 31 , STAGING.,, , . .Handling.andStoring,Materials; 33°: Section-1-06.4,is supplemented-with the following 34. 35 (******) .,., ,36 Staging,Areas >._.,,.7;, ', _ .,..., : .:,..<:: t,. .. ... . :; ,, �;;,;�-:., -:-,. •. r �,L,f:atie3;Goritr.'aetor= ro'oses�.<to sta� e�'a ui 'rnertfi=b�e�oi=i2t`=the=existi'ri� �`evemenfi£ - -- P P. J q p Y g�;,:P -�Iirnits.or.,Interchan e�;ram ;a easr-,the:ata in' � r. .. .. .-al-eas.sfial�_•be.approved v�by�-tla`e=`• • - 9 P- r 9 g :39,`: -VUSDOT.Northwest Re'"ibri::'Bialo ist�� g g Sta 'in �'areas�.sliall�Yavoidi���wetland ::and_. , ......,.. ._...,._ '40: buffer 41 ' 42 07.GR1 • 43 LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC 44 45 0701.GR1 • 46 Laws To Be Observed 47 Section 1-07.1 is supplemented with the following: 48 49 . F07011 ' 50 (May 28, 1.996 51 Prevention Of Environmental Pollution And Preservation Of Public 52 Natural Resources : 53 ' The Contractor shall comply with the following environmental provisions which 54 are made a part of the contract documents. A copy of the environmental 55 provisions are available to the Contractor at the Project Engineer's office. 56 57 If the Contractor's operations involve work outside the areas covered by the 58 - following environmental provisions, the Contractor shall advise the Engineer and 59 request a list of all additional environmental provisions covering the area SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 5 • 1 invd A copy of all additional environnu- I provisions is also available to 2 the ( .ractor atthe Project Engineer's office:_ 3 4 00000035.ER1 • • 5 Regulation I Puget Sound Clean Air.Agency .6 7 Regulation II Puget Sound Clean Air Agency 8 9 Regulation III Puget Sound Clean Air Agency 10 11 17107005.ER1 • 12 City of Renton Ordinance No. 2788 13 An amendment to the City of Renton Fire Prevention Code regulating 14 outdoor fires and requiring permits. 15 • 16 . City of Renton Ordinance No. 1628 - Chapter 6 17 Protection of water supply for City of Renton. 18 19 City of Renton Chapter 11 20 Noise Control. 21, 22 17107015.ER1 23 • City of Renton Ordinance No. 1628 - Chapter 29 • 24 Renton Storm and Surface Water Drainage Ordinance. An ordinance 25 for the-preservation of the City's water courses. Permits required for 26. activities affecting storm and surface water drainage. 27 ;. :_28, • 17107020.ER1 < .= 3; ;.•,29': . City,offRentonOrdinance.No. 1628 - Chapter 23 _...;.;.a_'.,:.r.:..:::< ,• ---:' 3. - NV!: ...�-_= 0 ,,... ;RentonMining; Excavation,.�and.Grading�Ordinance �:: ThisI'ordinance-- � .31 „ regulates mining excavation .and._grading, .,promotes,..rehabilitation of :.; ,. •_ ,,,;,„ protects:_;;areas.. adjacent,�to -dis urfed�'areas� ��and•-- :_.....a"..promotes....safe ...and ..systematic,•'mining, excavation,..:and2,'grading=• 34: , .,i:,. .:., activities:within the City. .., . _,..•,.. 35 � ;,;;•`, 36;;• City.ofRenton Ordinance No. 3098: - • _� :<::LL : .F A<3 r t 7�� fier. - P - ;r: , _..... ; ;grading within the Ci Cit A. 39 •.r. 1..., ;f}.�;,.,•Ci\ .';, ,c'�•}ia.�-ry,-, o ut r. • °' ` City,ofRenton 'Oi`dinance;No� 1628 `Chapter 70':``°��`���~ `�'� ' ,:-�.`�,� �:' • :An ordinanCe-relating to excavatin and° radia. on':private"property. 42 43 . NOISEVAR 44 (******) 45 City of Renton Noise Variance . 46 All costs to comply with the noise variance requirements below shall be included 47 in the associated item of work. 48 • 49 The Contractor shall identify the nights during which each variance will be 50 needed on the Progress Schedule prepared in accordance with Section 1-08.3. 51 52 The City of Renton has granted a noise variance from respective city noise 53 ordinances for nighttime construction. This variance allows the Contractor to 54 exceed local noise ordinance levels under the conditions outlined below for a 55 total of 65 nights between April 1, 2000 and December 31, 2000. 56 57 Except in the case of an emergency, the Contractor shall possess a copy of the 58 noise variance whenever work occurs between the following hours and exceeds 59 local ordinance noise levels: 60 - SR 167 I-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 6 1 1 '--00 p.m. to 7:00 p.m. Sunday night thr h Friday morning 2 )0 p.m. to 9:00 a.m. Friday night thro _ Sunday morning 3 4 Non-standard equipment and work practices may be required to meet the noise 5 variance conditions. At a minimum the Contractor shall: 6 7 A. Send all Contractor personnel to a noise mitigation training session ; 8 conducted by the Contracting Agency. The training will be arranged by 9 the Engineer and will cover the noise variance requirements, the types ttn 10 of construction equipment likely to require mitigation, ways to keep 11 noise to a minimum, and the consequences of failure to comply with the Z 12 variance. s 13 • -- 14 B. . Use back up warning devices at night that are_the least obtrusive OSHA L • fl 15 approved ambient sensitive type or use a back up observer in lieu of - 16 warning devices as allowed by WAC 296-155-610(2)(e). c a 17 M S + 18 C. Use rubber bedliners in all trucks hauling concrete or metal debris, s r 19 gravel, rock, pavement, or other material tailings between the hours s ;3 20 • listed above. -1- c . 21 1-1_, , , 22 D. Remove all materials spilled on the roadway using sweeping methods. 23 No scraping type equipment shall be used. • • F r. 24 o •--a 25 E. Shield stationary noise generating equipment such as generators, • • c vi 26 . blasters, compressors, etc. from residential areas. 0 - 27 • ,,:., .. e::",-.,:.1::_:-28..:;:.:;4.; .;:: F. The required equipment shields shall be 'fabricated; b'y'the Contractor :_.. : ,.. i,. ,,29; per;specifications,for'portable.noise shields detailed;:inr-the Plans:' ' '' ..•;-: ,-::.'-`<`;.•.'. 30 • r, _�., 31 • , . G. The.Contracts.ng Age.ncy.will..n.oti-fy all affected.residents'and businesses' ;,(7.'i:7•7".4.: 4',,,< -32 :t : ,:. ,., ,•;,,.. of-,upcbming:.night ,work, via,zhandout.:-or=%publicjannoun'cement •iii the,',, ':.",'!+~'''''' , :.:.,,.:,,0:: :rt.:,;: ;,....:.:.33........ . .. . ..:....::... .local.:media a-minimum:,of:' calendar::days"before•such work begins: •''' .,,....,,.. ...:................ ... ,�_.,.� ..They.notice:;shall ;include.aho::�.Corntractirtg�_•Agarcys�=�24=hour' telephone' 1 2 0702.GR 3 State Takes • 4 Section 1=07.2 is supplemented with the following: • 5 . 6 07022.GRI 7 (March 13, 1995) 8 The work on this contract is to be, performed upon lands whose ownership 9 obligates the Contractor to collect State sales tax from the Contracting Agency. 10 The provisions of Section 1-07.2(2) apply. 11 12 0705.GR1 13 Fish And Wildlife and Ecology Regulations 14 15 070503.GR1 16 State Department of Ecology . 17 Section 1-07.5(3) is supplemented with the following: • 18 • 19 RESIDUE2.DM1 . 20 (NWR March 6, 2000) • 21 Concrete Grinding and Sawcutting Residue and Slurry 22 Construction activities that generate residue from asphalt concrete or 23 portland cement concrete grinding or sawcutting shall be subject to the 24 following: 25 26 Collection, Containment, and Disposal --27 .- - -:. -• .. Removal of residue:and slurry from the immediate roadway shall be : . 1 .•• ::.. ... ._ -28; _ •,,:. - done,on:a continuous.basis. Residue and•alurry_shall-not be allowed to . ° 29 :: ..:..::::.. ..drain.:across -traffic:lanes and- shoulders:or`drain _into. any'stormweter- -:. • ' .: ...;:, ,:.p;:;;,... . a, 30-:; :fi,{:, -:.>:., ,:, <.:,:conve�.ance:,7a : •. ,. .-. ...,._. .... ,-:-�•. Y ysterrr. including ;catch=:basins,. inlets;�.:or-ditches :::�Any: :�:- ''':-`�r: 31 •W discharge to surface waters, including wetlands, isa violation of State 32 - - ..._-.�. ._; _..,water.•,.quality•standard"s:. 33 s,,;_,.,,.;.,;T;:,;;,. ;;;.1 r;„34.-. , :,E.t;,,.-;The_:ContractorNshall:_develop:.,a,:,Collection: Containment, and Disposal- ' -1-i :_t,;;;:: I!_.,.\r ,,;.;;i,35 .. ii ,Plan.-2identifying hoWi the residue and.,slurry-will be contained =et-1Wn.xr•r1_”-:a .- ,-i - ,,,,ri- ',36- . . -,,:. :collected::. The:aresidue•and-.Slurry shall=become-thee roe - - � , -� ..,`' � - - p p rty:of`�the ..._•,:r:... ,,:.: �;�,. .�;:>.. � ... .. . �;F� �` �.t Contractor,and.shalk�be�:�disposed:::of_.b ,haulin -#o,a1;Contraetor= 'r ;-- - .38 ,;disposal,site.. .: 39 ; . ' ' ,r;,, ;,1.:r:,;: 4Q;, -{,. .•),:,i--:.;The,,a roved�.Collectio _ r �;:..,.,. ' pp n; rContainment; grid Disposal Plan' shall bei: =,_,-. . - =:41' .>: implemented prior.to°:c'ommencing any pavement.grihding'Or sawcutting ` `` "` :. 42 operation. 43 44 On-Site Disposal 45 The Contractor may request approval for on-site disposal. Disposal 46 sites shall have full vegetative cover, require no clearing of vegetation, 47 and provide.full infiltration of the waste water. Infiltration sites shall not 48 be located within 60.- meters of any surface water bodies, including 49 wetlands. The waste material shall be discharged'at the site in a 50 manner that does not.cause erosion of soils. . 51 52 Submittals 53 The Contractor shall submit the following items to the Engineer for 54 review and approval 21 calendar days prior to commencing the grinding 55 or sawcutting operation: . 56 57 1. Collection, Containment, and Disposal Plan. (identify all • 58 proposed methods to prevent discharges into the existing 59 drainage systems). 60 2. Location of all proposed infiltration sites for on-site disposal. • • SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 8 1 3. Location of all off-site 'dispos' ites, including copies of all 2 applicable permitsand approve Dr the use of those sites. •4 . The Engineer will obtain concurrence from the Regional Environmental 5 office prior to approving the plan. 6. 7 Payment 8 All costs associated with the collection, containment, and disposal of 9 pavement grinding and sawcutting residue and slurry shall be included 10 • in the unit contract prices for the applicable items of work. 11 12 0706.GR1 13 Permits And Licenses 14 Section 1-07.6 is supplemented with the following: 15' . 16 07061.GR1 17 (March 13, 1995) 18 No hydraulic permits are required for thisproject unless the Contractor's 19 operations use, divert, obstruct, or change the natural flow or bed of any river or. 20 stream, or utilize any of the waters of the State or materials from gravel or sand 21 bars, or from stream beds. 22 23 . 0707.GR1 . 24 Load Limits 25 Section 1-07.7 is supplemented with the following: 26 27 07076.GR1 28 (March 13;.1995) -..:29::, „ If the sources of-materials provided by the'Contractor necessitates hauling over other: than::"St te: .1 ..: a Highways, the-'Contractor. slia'IF;=°af`°fhe`aContractors ._31 expense, make all arrangements for the use of,the haul routes. . ..: .32 .. . ..,.... .:- 33 0709.GR1 _ . :34 .1--..Wages " 35. 36 • 0.70901.GR1 _., ... 37 General .J e.:.., _ _: Section 1-07:9(1) issupplemented with thetfol,lowing: t m•,:/-i•--; • •, •,:/°i•-- -. , 40 .0709011.GR1 41 (March'6, 2000) , 42 The Federal wage rates incorporated in this contract have been established 43 by the Secretary of Labor under, United States Department of Labor General 44 Decision No. WA000001. 45 . 46 0711.GR1 47 Equal Employment Opportunity Responsibilities 48 Section 1-07.11 is supplemented with the following: 49 50 07112.GR1 51 (March 6, 2000) . • 52 Requirement For Affirmative Action to Ensure Equal Employment Opportunity 53 (Executive Order 11246) 54 55 1. The Contractor's attention is called to the Equal Opportunity Clause and the 56 Standard Federal Equal Employment Opportunity Construction Contract 57 Specifications set forth herein. 58 SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 9 1 2. T"7 goals and timetables for minority t ',female participation setby the 2 m of Federal•Contract Compliance F rams, expressed in percentage 3 •terms for the Contractor's aggregate work force in each construction craft 4 and in each trade on all construction work in the covered area, are as 5 follows: 6 . 7 Women - Statewide 8 9 Timetable Goal 10 11 Until further notice 6.9% 12 Minorities - by Standard Metropolitan Statistical Area (SMSA) 13 14 Spokane, WA: 15 SMSA Counties: 16 Spokane, WA . 2.8 17 WA Spokane. 18 Non-SMSA Counties 3.0 19 WA Adams; WA Asotin; WA Columbia; WA Ferry; WA 20 Garfield; WA Lincoln, WA Pend Oreille; WA Stevens; WA 21 Whitman. 22 23 Richland, WA 24 SMSA Counties: 25 Richland Kennewick, WA 5.4 26 WA Benton; WA Franklin. ' • 27 ..- .-Non-SMSA Counties- • 3.6 . 28 . . . . . _ WA.Walla Walla. ..., 29 . . 30:.. Yakima, WA: � . ;;: 31 SMSA Counties: 32 . Yakima; WA 9-.7-.7 33 WA Yakima. :.:: . . 34 ,,,,, :Non-SMSA,Counties,,; .: :,:,.::,.,,.,,,;•,..a...; j .. p 1 •:WA>�.:C. A:r°. ouglas;•�:WA•°.:Grant; ��WA' K'ttitas;�� WA��" ;,.i; 36 Okanogan. 37 • . ; 38._.. Seattle; WA: , 39 :...:.. . - . . : . SMSA Counties: ••, . 4r.;:..:.. .. 0 -. . .... .-. •_.. _, `.f•:-,- Seattle Everett;WA ,. �: ,,�. •,;. •. . . � ,,.,._ • _ .._. . . •r,.: _,�, ., 2 . : 7, .41 .. . • - ••• • ' .,..WA"King; WA Snohomish. ., •-:. 42 Tacoma, WA 6.2 43 WA Pierce. • 44 Non-SMSA Counties. 6.1 45 . WA Clallam; WA Grays Harbor; WA Island; WA Jefferson; WA 46 Kitsap; WA Lewis; WA Mason; WA Pacific; WA San Juan; WA 47 Skagit; WA Thurston; WA Whatcom. 48 49 Portland, OR: 50 SMSA Counties: 51 Portland, OR-WA • 4.5 52 WA Clark. 53 Non-SMSA Counties 3.8 54 WA Cowlitz; WA Klickitat; WA Skamania; WA 55 Wahkiakum. 56 57 These goals are applicable to each nonexempt Contractor's total on-site 58 construction workforce, regardless of whether or not part of that workforce is 59 performing work on a Federal, or federally assisted project, contract, or • SR167 . 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 10 z 1 subc • act until further nbtice. Qomplian with these goals and time 2 table enforced by the Office of Federal Cc )ct compliance Programs. 3 rt 4 The Contractor's compliance with the Executive Order and the regulations in 5 41. CFR Part 60-4 shall be based on its implementation of the Equal 6 Opportunity Clause, specific affirmative action obligations required by the 7 specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. 8 The hours of minority and female employment and training must be 9 substantially uniform throughout the length of the contract, in each 10 constructioncraft and in each trade, and the Contractor shall make a good 11 faith effort to employ minorities and women evenly on each of its projects. 12 The transfer of minority or female employees or trainees from Contractor to 13 Contractor or from project to project for the sole purpose of meeting the ..1.4 Contractor's goal shall be a violation of the contract, .the Executive Order 15 and the regulations in 41 CFR Part 60-4. Compliance with the goals will be 16 measured against the total work hours performed. 17 18 3. The Contractor shall provide written notification to the Engineer within 10 19 working days of award of any construction subcontract in excess of$10,000 20 or more that are. Federally funded, at any tier for construction work under 21 the contract resulting from this solicitation. The notification shall list the 22 name, address and telephone number of the subcontractor; employer 23 . . . . identification number of the subcontractor; estimated dollar amount of the • 24 subcontract; estimated starting and completion dates of the subcontract; 25 and the geographical area in which the contract is to be performed. 26 27: 4 As used in this Notice; and'irrthe contractresulting from:this solicitation, the 28::; . : Covered Area is as designated..ferein:: :.: ., 7:a:._,. ;'.. :; : 29 1;;:::,1:f::::.:44;',-.:,:...- r,: ,30r:.._..•: -:.Standard. Federal:,:zE al;;:,:Em loy�ment:,;O `ortunit :-Construction':- t ,:;.:':!Standard. � � qu . P pp Y'� Con ract`.:::. G.,:. ,::� - 31.. . Specitications (Executive Order 1.1, 46). .. .. .. ,.. 32 . •_. .. ,.- • 33 .. 1. As used in these specifications:::." :, . . „ ... 34 .. .;- r; �..,•- ,,:. :-::::: 35,.°,, 1,...;,' , - •- a. Covered v=Area: means1:the-. geographical,area`described_ in the :11,z.,n;n¢:;-.6; :: :"'_361::.::: :;. ::�;.::::: .. solicitation from which this contract resulted :i::.7:`.;•:::,.. . . . 37 Q4', :l.:= .. ,_ ;38‘ .'!' ��. _� . . .. .::b. Director means: Director,<iOffice!.o �Federa �Cbltract :Conpliance ,,, • :y,. -'rai, >�: 39 ,r - .. _. �a_�_ . . .. Programs;::-:United rams°�FUnited:Sfates',De artmentvof.=.Labor `:or�:an- . o. to. ;. 40::':.: :whom.the Director delegates.authority 41 42 c. Employer Identification Number means the Federal Social Security . 43 number used on the Employer's Quarterly Federal Tax Return, U. 44 S. Treasury Department Form 941; , 45 46 d. Minority includes: 47 48 (1) Black, a person having origins in any of the Black Racial 49 Groups of Africa. 50 51 (2) Hispanic, a fluent Spanish speaking, Spanish surnamed 52 person of Mexican, Puerto Rican, Cuban, Central 53 American, South.American, or other Spanish origin. 54 55 (3) Asian or Pacific Islander, a person having origins in any. • 56 of the original peoples of the Pacific rim or the Pacific 57 Islands, the Hawaiian Islands and Samoa. 58 59 (4) American Indian or Alaskan Native, a person having 60 origins in any of the original peoples of North America, SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00). 11 2 i and who maintain G - -al identification through tribal affiliation or community ;ognition. , 3 4 2. Whenever the Contractor, or any Subcontractor at any tier, subcontracts a r. 5 , portion of the work involving any construction trade, it shall physically . 6 include in each subcontract in excess of $10,000 the provisions of these 7 specifications and the Notice which contains the applicable goals for 8 minority and female participation and which is set forth in the solicitations ' 9 from which this contract resulted. ' 10 . 11 3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a Hometown 12 Plan approved by the U.S. Department of Labor in the covered area either 13 individually or through an association, its affirmative action obligations on all 14 work in ..the Plan area (including goals and timetables) shall be in 15 accordance with that Plan for those trades which have unions participating 16 ' . in the Plan. Contractors must be able to demonstrate their participation in 17 and compliance with the provisions of any such Hometown Plan. Each 18 Contractor or.Subcontractor participating in an approved Plan is individually 19 required to comply with its obligations Under the EEO clause, and to make a 20 good faith effort to achieve each goal under.the Plan in each trade in which 21 it has employees. The overall good faith performance by other Contractors 22 or Subcontractors toward a goal in an approved Plan does not excuse any 23 covered Contractor's or Subcontractor's failure to take good faith effort to , 24 • achieve the Plan goals and timetables. . 25 • 26 4. The Contractor shall implement the specific affirmative action standards .. - - - - 27 - •' .• provided in paragraphs 7a through 7p of this Special:Provision. 'The goals' :,._ ,2, ;-7,: 28;;: :;.;:x,.:-.-:s -'wset forth:in the,solicitation from which:-this:contractTesulted are expressed ' =,ri ': 3, : _ .,, ;29: :;;r a s.:percentages.,: of the total hours:of-erriploymsent and ltraining of minority and, ',.•:: .0,.. � ::30,i ,--,,,- , ,female to'achieve:.in:m `.> °':,�:. 31 each,construction trade in which, it„has employees in the.covered._area. . • . ,, :,,, , ,:,, 32�,;, „ --;:,:,A,.,,,,,,, ,Covered -.construction_.. contractors•-�<�s:performing, -construe,tion?'',,,works in• -`•.r ••;<-•- .,;: 33J.;; ;,; . , .:. geographical..areas..where they' do"not::have a Federal or-:federally:,'assisted-_. - •- •-•, - , �:-:,: f; ;34:-r; ,t _;,,i,,construction contract shall apply:the-,-minori and:female -oals''`established - •6' �:- ,for;��the eo ra hical 'area where- the•='.work-�=is' -. - ,• _ - g 9 P �bein� �erform`ed-:= •Tkie� �'a , �:- ',. 3,6 ,4 rr �::.-Contractor is,ex ect •�� �:-<<. •,, -;' p ed.to make substarifially:uniform; r•." '•T;;•f,- rriee i•, ::its;.;;: ,,. a Ineach.craft.durin t s�.:... <.,' ::��:,--,!!,:l!, --, --,-;..�- ` � ;�; :.. _:. ....`�9 g he.period specifed'•� .. ...... .... .. s`.'.,�. -39 ,r:.. , ,, ..:.:,::5 , Neither,the:.'row �::�,::,:,:L. l.Tr, :,a°�:;.:.;.. .<., , ,F•': � Isions of any:collective'b : ' I. ��. ,.:���°,: p.. argaining�agreerrien nor-ttae=fa :to-.-,. :-4--':'-'--.-......�....,,.-n.--:.... li:.:1,L.:< c b� . 1. i :, ,�- :n4,'.. -�.�'.,.g .i'p.^,_. a sil-:._�:in.•.• _.., ._...:_,._... ...,...,,{_..: 40 - .,,,, -by.a,union with whromthe Cntractor. f as;:a":collective t'ar°ainin' a reemei t ,-.:-.,::41-:,:•?,. : .:.! ::.-,- refer eithe'r`minorities Or women'shall excuse the Contraetor's obligations • , 42 under these specifications, Executive Order 11246, or the regulations 43 promulgated pursuant thereto. 44 45 6. In order for the nonworking training hours of apprentices and trainees to be 46 counted in meeting the goals, such apprentices and trainees must be . 47 employed by the Contractor during the training period, and the Contractor 48 must have made a commitment,to employ the apprentices and trainees at- 49 the completion of their training, subject to the availability of employment ' • 50 opportunities. Trainees must be trained pursuant to training programs 51 approved by the U.S. Department of Labor. 52 53 7. The Contractor shall take specific affirmative actions to ensure equal 54 employment opportunity. The evaluation of the Contractor's compliance 55 with these specifications shall be based upon its effort to achieve maximum 56 results from its action. The Contractor shall document these efforts. fully, 57 and shall implement affirmative action steps at leastas extensive as the 58 'following: 59 SR167 1-405 VIC TO SR 900 COUPLET • • 00A002 (03/01/00) 12 1 Ensure and maintain a working en nment free of harassment, 2 intimidation, and coercion at all sitL.-, and in all facilities at which 3 the Contractor's employees are assigned to work. The Contractor, I '4 where possible, will assign two or more women to each 5 construction project. The Contractor shall specifically ensure that 6 all foremen, superintendents, and other on-site supervisory 7 personnel are aware of and carry out the Contractor's obligation to 8 maintain such a working environment, with specific attention to 9 minority or female individuals working at such sites or in such 10 facilities. 11 - 12 b. Establish and maintain a current list of minority and female . 13 , recruitment sources, provide written notification to minority and .. 3 14 female recruitment sources and to community organizations when 15 the Contractor or its unions have employment opportunities 16 available, and maintain a record of the organizations' responses. 17 18 c. Maintain a current file of the names, addresses and telephone 19. numbers of each minority and female off-the-street applicant and 20 minority or female referral from a union, a recruitment source or 21 community organization and of what action was taken with respect 22 to each such individual. . If such individual was sent to the union 23, hiring-hall for referral and was not referred back to the Contractor 24 by the union or, if referred, not employed by the Contractor, this 25 shall be documented in the file with the reason therefor, along with 26 whatever additional actions the Contractor may have taken. 27 .,,: 28 d,,: Provide immediate written ,.notification to the Director when the ;....,29.. : union or unions with :which the- Contractor has a collective .-;' -:; : „.,'.-„,:ft.::• : :30 -:- bargaining agreement,has:not:referred to=the=Contractor a.minority ' 3.1.. . person or woman sent by the Contractor, or when the Contractor ... i• - -. •32 ,:_: .. has::other information that:the.union referral`process' has impeded• `' :.......--,:.-i-..:........ ... 33 the:Contractor's:efforts_:to.meet.its obligations: .. ° .. ,. • : :. e.' Develop-•.on-the.job,i: training opportunity.: and/or._participate in =```. ,,!s.: ::;-,i.:33 .,_ .,.: 36:;-. .. : -_ , training;programs-for,:.the:;area.which expressly include minorities',_' r .r ;.;37;•.-...,,_. : and:women, includingrupgrading programs and"apprenticeship and' `` `±-. .. ,;:;: 38,f .: : .°;- :.trainee programs relevant to;the".Contractor's employment needs, 39`. .,.,• . ',.�. _.:�•.,.. f,:, . .: >.:.::;._,.,:.::.�,;. :..:, ,:':•,;:� ,`.� : :..:.: .especially`'those....pr.•.ograms:,.'funded,.:or:;.;,approved;:.�bY: the. .U.S..,_:,'=:.�•.:• . :,�..::, - „:,_.,,..,:,..;; ,_:;,;- 40 , :.:.:.. : .._,,4:,! .:Department of.Labor The Contractor shall provide notice of these;,,!,.:: 41 ' programs to the sources compiled under 7b above. 42 43 f. Disseminate the Contractor's EEO policy by providing notice of the 44 policy to unions and training programs and requesting their 45 . . cooperation- in assisting the Contractor in meeting its EEO 46 obligations; by including it in any policy manual and collective 47 bargaining agreement; by publicizing it in the company newspaper, 48 annual report, etc.; by specific review of the policy with all 49 management personnel and with all minority and female 50 employees at least once a year; and by posting the company EEO 51 policy on bulletin boards accessible to all employees at each 52 location where construction work is performed. 53 • 54 g. Review, at least annually, the company's EEO policy and 55 affirmative action obligations under these specifications with all 56 employees having any responsibility for hiring, assignment, layoff, 57 termination or other employment decisions including specific 58 . review of these items with on-site supervisory personnel such as 59 Superintendents, General Foremen, etc., prior to the initiation of 60 construction work at any job site. A written record shall be made SR 167 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) 13 1and maintained identifying the and place of these meetings, 2 persons attending, subject matt, uiscussed, and disposition of the 3 subject matter. 4 - , 5 h. Disseminate the contractor's EEO policy externally by including it 6 in any advertising inthe news media, specifically including minority 7 and female news media, and providing written notification to and 8 discussing the Contractor's EEO policy with other Contractors and 9 Subcontractors with whom the Contractor does or anticipates 10 doing business. 11 12 i. Direct its recruitment efforts, both oral .and written to minority, 13 female and community organizations, to schools with minority and 14 female students and to minority and female recruitment and 15 training organizations serving the Contractor's recruitment area 16 and employment needs. Not later than one month prior to the date 17 for the acceptance of applications for apprenticeship or other 18 training by any recruitment source, the Contractor shall send 19 written notification to organizations such as the above, describing 20 the openings, screening procedures, and tests to be used in the 21 selection process. . 22 ri 23 j. Encourage present minority and female employees to recruit other 24 minority persons and women and where reasonable, provide after 25 school, summer and vacation employment to minority and female 26 youth both on the site and in other areas of a Contractor's work 27 force. 28 - -,29-� „ k. Validate-'all.'tests,.and, other:selection requirements,where there is - . 30:. .. an ,obligation o so un er 4 R Part 60-3 31: .._,.k : -- 32._--: •I'. Conduct -=at least annuall ; an':'inventory and:''evaluation Of all'' "' 33 minority and female a personnel.,for promotional .opportunities and " :,_,,...,.,- -_:-.,-:,. _.,.:_,..'.:•;_34 ;°_: - , encourages:these''e:mploye:es::to'`•seek or.`.to'�°prepare� for through 35 appropriate-.training;:etc.,:such-opportunities.: -.- - . - . , 36• .. .•`.!..;_,. :. 37. ,;: r . . m. Ensure;_._that'---seniority: ',practices, .,..job•. classifications work........._. ,, 38..,.,,.. : : ., assignments: and::• other--personnel practices do not" have a ` ; -,:-,zi : ::.i7'.:;39,i , ;i::... ,• :.:l. discriminatory:effect.`byy, .continually_-monitoring;,all;:,personnel,:.and .:., .,.:, ., . , ";40.. _r;_•., ;; :::::;:;, . employment related activities to.-ensure.,that.the. EEO_ policy. and _ ,; .- 41' ' the Contractor's obligations under these specifications are being 42 carried out. 43 44 n. Ensure that all facilities and company activities are nonsegregated 45 except that separate or single-user toilet and necessary changing 46 facilities shall be provided to assure privacy between the sexes. 47 . 48 o. Document and maintain a recordof all solicitations of offers for 49 ,subcontracts from minority and female construction contractors 50 and suppliers, including circulation of solicitations to minority and 51 female contractor associations and other business associations. 52 53 - p. Conduct a review, at least annually, of all supervisors' adherence 54 to and performance under the Contractor's EEO policies and 55 affirmative action obligations. 56 57 ' 8. Contractors are encouraged to participate in voluntary associations which 58 assist in fulfilling one or more of their affirmative action obligations (7a • 59. through 7p). The efforts of a contractor association, joint contractor-union, 60 contractor-community, or other similar group of which the Contractor is a SR167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 14 - • 1 • mernt Ind participant, may be asserted as • ling any one or!more of the 2 obliga s under 7a through 7p of this Spec Provision provided that the • 3 Contractor actively participates in the group, makes every effort to assure . • 4 that the group has a positive impact on_the employment of minorities and 5 women in the industry, ensure that the concrete benefits of the program are 6 reflected in the Contractor's minority and female work-force participation, 7 makes a good faith effort to meet its individual goals and timetables, and 8 can provide access to documentation which demonstrate the effectiveness • 9 of actions taken on behalf of the Contractor. The obligation to comply, 10 however, is the Contractor's and failure of such a group to fulfill an obligation 11 . shall not be a defense for the Contractor's noncompliance. • 12 • 13 9. A single goal for minorities and a separate single goal for women have been • 14 established. The :Contractor, however, is required to provide equal 15 employment opportunity and to take affirmative action for all minority 16 groups, both male and female, and all women, both minority and non- 17- minority. Consequently, the Contractor may be in violation of the Executive . 18 Order if a particular group is employed in substantially-disparate manner (for 19 example, even though the Contractor has achieved its goals for women 20 generally, the Contractor may be in violation of the Executive Order if a 21 specific minority group of women is underutilized). . 22 , ., 23. . . 10.. .The Contractor. shall .not use.the goals.and timetables or affirmative action • 24 standards to discriminate against any person because of race, color, 25 religion, sex, or national origin. 26 •• • - 27,.... .. .•••"...11:.-The Contractor shall not enter into any subcontractwith any pe•rsonorfirm' ... -,-.,-•,•-:-:.,- -e,7-•,.-••: ,-. 29.28.::.;'...,-----s.,...,.. :•-:.4..; de.barred from Government contracts pursuant.to:Executive Order`-1-1246 :'.-' ' : • . - . •::h,;,, •30,--, - ,i;1;2 , T10: Contractori•shall:<car: -out`subh• sanctions!an`dt _- _ .�, , ._ ., h . . ry penalties foc::violatio'ri.�of•• 31 . . . these specifications and of the Equal Opportunity Clause, including . _ ,32,.: «,( -;.,p-;ja-,.;s.uspensions-,....ter.urinations.;and:.:cancellationsi,.:of:;,.existing:.subcontracts as;,,.<. '.-:.;-,, . '. ... ....,-.,-:........... .:.:33,:...,...... ,,. „,._,::,may....t e. imposed_ .or..ordered• pursuant:to. Executive,:-;Order 1.1246,:.-as-•,• •... ,.7iT, •<z-:7 .::;. ::,344= :.., ,7 ,:A> � .r17;; mCl.,;-:aendeanal.its�implementing=regulations:by-the:Office of:-F:ederal�Contract:: '47,::.,;;: -:;:,! ,,•!••••••,,-• ��zH•° .. ...35P:T'F_-::.:.::- ..�:� I.,'.i .ComplFan ca.Programs Any Contractor who failsY•to=carry,but?-such,sanctions-!- '=•: -: •: -..- ., 36,x.! �r> t <:; z-,.aniz penalties:shall, be��in!•.violation of:these •specifications.andh:Executive r,-- : :,-:. .,., :..::µ-. ._.,:;3 ..-.. .Order:.1:1:246, as amended: , -. . ., ,-. . . ...4. ..,i ,• .. _- _ . :...., ... -,..;-1::::-/:-,-,,- . 38 - .. i, ;_, ., : : :3:9.;: -. . °s 1:3:!::::.Th:ei,Contractor,:in:fulfillin- ,its:obli'ations:under`,these s:ecificatioi s` .`shall,,: . .'•':::. °.:-tr�---.�,,,40• . .4".w.,° :' „:: imple.ment..:specifi.o:'affirmati.vee°'action:`steps-•'at:least:.as.:exten .8.8::'tloe sive "':. °': •. • .;-..: 4V.:.. . :.'' `standards .prescribed ia,-paragraph 7-of -this''Sp'ecial Provision:: so as =to' ' 42 • achieve maximum results from its efforts to ensure equal employment 43 opportunity. If the Contractor fails to comply with the requirements of the • 44 Executive Order, the implementing regulations, or these specifications, the 45 Director shall proceed in accordance with 41 CFR 60-4.8. 46 . 47 14. The Contractor shall designate a responsible official to monitor all 48 employment related activity to ensure that the company EEO policy is being • 49 carried out, to submit reports relating to the provisions hereof as may be 50 'required by the government and to keep records. Records shall at least 51 include, for each employee, their name, address, telephone numbers, • 52 construction trade, union affiliation if any, employee identification number 53 when assigned, social security number, race, sex, status (e.g., mechanic, • 54 apprentice, trainee, helper, or laborer), dates of changes in status, hours 55 worked per week in the indicated trade, rate of pay, and locations at which 56 the work was performed. Records shall be maintained in an easily 57 understandable and retrievable form; however, to the degree that existing 58 records satisfy this requirement, the Contractors will not be required to 59 maintain separate records. 60 SR 167 • 1-405 VIC TO SR 900'COUPLET 00A002 (03/01/00) 15 • 1 15. NI • ig herein provided shall be const---,d as a I limitation upon the 2 aE ation of other laws which establish c rent standards of compliance 3 or upon the application of requirements for the hiring of local or other area 4 residents (e.g., those under the Public Works Employment Act of 1977 and 5 the Community Development Block Grant Program). 6 7 DBE 8 .(January 24, 2000) 9 Voluntary Disadvantaged Business Enterprise (DBE) Participation 10 The Disadvantaged Business Enterprise (DBE) requirements of 49 CFR part 26 11 apply to this contract. The purpose of including a voluntary goal in this contract is 12 to draw attention to opportunities for DBE participation. The requirements of this 13 contract are to report what is accomplished to enable the Contracting Agency to 14 track .achievement. No preference will be included in the evaluation of l 15 bids/proposals, no minimum level of DBE participation shall be required as a 16 • condition for receiving an award and bids/proposals will not be rejected or 17 considered non-responsive on that basis. 18 19 Voluntary DBE Goals 20 The Contracting Agency has established a voluntary goal in the amount of: 21 . 22 *** $156,000 *** 23 24 Affirmative Efforts to Increase DBE Participation Through Voluntary • 25 Means . 26 Contractors are encouraged to: 27 • 28 = 1. Advertise,opportunities for.-subcontractors or.suppliers.in a:manner. .. , • 29 ,:.;: reasonably designed to provide DBEs '.capable of.:performing:the work. with. timely.,notice>•of,such o ortunities.-All:,•.advertisements<:,; 31 d n 32:..V.µ andel maylu bea,:doneSl throughurgeneraartadvertisements (egg newspapers, journals, etq) or by soliciting bids/proposals directly ,.• . 34 • rom DBs 35 2. = Utilize'the'services'of;-avilable;'minority°community,:.organizations;„: mi norit y.;,contractor: gro ,:..lcal ,' ,.inoritr:ass-is.tance:-offices , organizations, that . provde•;:assistance :the ,recruitment,,aanndds', vM placementPlacernont of:DBEs,and,other'small.businesseS. , 9 participation by 41 3:� EstablisFi''delive ”.schedules; where're ulrements,'-of th'e`�contract• • _ •.�'��� = 42 allow, that encourage articl ation DBEs and other small 43 businesses. 44 45 4. Achieve DBE attainment through joint ventures. Attainment will be 46 as noted in section "Counting DBE Participation." 47 48 DBE Eligibility (for reporting purposes only) 49 Definition of DBEs 50 DBE status is designated by: 51 52 The current list of firms accepted as certified by the Office of 53 Minority and Women's Business Enterprises (OMWBE.) A list of 54 firms accepted as certified by OMWBE is available from that office 55 at (360). 704-1180 or on line through their web site at 56 (www.wsdot.wa.gov/ornwbe/). 57 58 DBE Participation 59 When a DBE participates in a contract, only the value of the work actually 60 performed by the DBE will be counted. SR 167 1-405 VIC TO SR 900'COUPLET • 00A002 (03/01/00) 16 1 I 2 1. int the entire amount of the portion L. ..1e contract that is performed 3 by the DBE's own forces. Include the cost of supplies and.materials • 4 obtained by the DBE for the work of the contract. Include supplies 5 purchased or equipment leased by the DBE. Exclude, supplies and 6 • equipment the DBE subcontractor purchases or leases from the 7 Contractor or its affiliate: 8 9 2. Count the entire amount of fees or commissions charged by a DBE firm 10 for providing a bona fide service, such as professional, technical, 11 consultant, or managerial services, or for providing bonds or insurance, 12 provided the fees are reasonable. • 13 ' 14 3. When a DBE subcontracts part of the work of its contract to another 15 firm, the value of the subcontracted work shall be counted if the DBE's 16 subcontractor is also a DBE. The work that a DBE subcontracts to a 17 non-DBE firm does not count as participation., 18 19 DBE Prime Contractor 20 A DBE prime contractor shall only count the work performed with its own 21 forces as, well as the work performed by DBE subcontractors and DBE 22 suppliers. 23 24 Joint Venture 25 When a DBE performs as a participant in a joint venture, only count that 26 : portion of the total dollar value of the contract equal to the distinct, clearly 27 'defined portion of the work that the DBE performs with its own forces. • 28 29 Commercially Useful Function:: . =:.....- :..: :,:.:.: ,. '- ., f: ==- ,•,,,•: ''Th:;'.30.f;.: •:. :-,:You`&ay•count:expenditures to,a DBE eontractorif the'DBES°istierfoi-thing a i•,-- ,. ,,-'" 31 :, .... ... commercially useful function on that contract. _. . : - 32 .. . :.-: -.33--,::,;_, : _ - . ;•: ::„:,-;•;1: :„;A: ,DBE:;_performs -a commercially usefulfunction. when•`: it= is.'i': : :" -:',- ;•-•::-, .-:---- 34: E,: „: - :;,--,, ':•,.;•-f):,,,-,,`:'-'--,,-: : .-responsible for execution°of-th'e work ofthe:contract':.,-. and-is•'car yin g: rY. . :; , .. , !out itsr:.�responsibilities :by actually`:.perfoc[riing;:.-:managing;:'_antl;::;-'-' � •''�- _.. ..•,x-,:;:-3.6'.;.: ,,.., :: .,•,; , ;aupervising,the-work-involved::To` performa"coininereially','useful� -' :;•' . . : ; 1 I - 2 3. Credit towards project goals for t'E trucking . firms who do not own . 3 at least one truck, will be granted only for the fees the DBE.firm 4 retains for providing the hauling service. r 5 • 6 4. In order for DBE project goals to be credited, DBE trucking firms 7 must be covered by a subcontract or a written agreement 8 approved by WSDOT prior to performing their portion of the work. 9 10 5. DBE trucking firms are required to perform at least fifty percent 11 (50%) of the'work with his/her own trucks and personnel. 12 13 6. DBE trucking firms may utilize owner/operator trucks. The number • 14 ..-: of owner/operator trucks may not exceed any limitations on '- 15 subletting or reassigning the work specified. All owner/operators 16 must appear on the DBE contractor's or DBE subcontractor's 17 payroll designated as owner/operator. The hours worked or wages 18 paid may be reflected either on the payroll or on the record of 19 payments to each owner/operator. 20 21 7. DBE trucking firms may lease or rent trucks from other sources, 22 except from prime contractors to whom they are contractors, 23 provided: 24 25 a) A written valid lease/rental agreement on all trucks leased 26 or rented is submitted to the project manager prior to the 27 beginning of work; and 28 . •-29- ' - b) Only the vehicle (not the.operator) is leased or rented ' . 31 ,,,,. .. ..... ..... . c).. The agreement.must,include_the_lessors name;:_trucks._to -�,=J�. 32 &: be leased; .•andx agreed:Aupon amount.'or- 'method 'of:- ,.,:.: ; en or ad :.3.3, ::.:-.. payment (hour, ton to hauled):. .. .. ..- 34 lease-agreementssha1l be long.:term"agreements;' not' .. ...., .. . project-by-project. 37 _, ... . .,i,,1: .,, . :r;3$v- -, .;:The:DBE is limited to leasing'or:renting.two.:(2-)1additionaktrucks`-for - -- - - 39:;..... . . . each truck.owned bythe DBEtrucking firm -:_ � . . . . . , . . .,-,_ : . 40 . , 41 ' Expenditures with DBEs . 42 Expenditures with DBEs for materials or supplies shall be counted as 43 provided in the following: 44 • • .45 Manufacturer ' 46 If the materials or supplies are obtained from a DBE manufacturer, 47 count 100 percent of the cost of the materials or supplies. 48 49 Regular Dealer 50 1. Counting 51 If the materials or supplies are purchased from a DBE regular 52 dealer, count 60 percent of the cost of the materials or supplies. 53 • 54 2. Definition 55 a) To be a regular dealer, the firm must be an established, 56 regular business that engages, as its principal business and 57 under its own name, in the purchase and sale or lease of the 58 products in question. 59 . SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 18 • 1 1• b) A person may be a regular ' -ler in such bulk items as 2 petroleum products, steel, cer gravel, stone, or asphalt • 3 without owning, operating, or maintaining a place of business, 4 as provided elsewhere in this specification, if the person both 5 owns and operates distribution equipment for the products. 6 Any supplementing of regular dealers' own distribution 7 equipment shall be by a long-term lease agreement and not • • 8 on an ad hoc or contract-by-contract basis. • •9 • 10 c) Packagers, brokers, manufacturers' representatives, or other 11 persons who arrange or.expedite transactions are not regular • 12 . dealers. 13 . . 14 . Purchased from a DBE 15 • With respect to materials or supplies purchased from a DBE who is neither a • 16 manufacturer nor a regular dealer, count the entire amount of fees or 17 commissions charged for assistance in the procurement of the materials 18 • and supplies, or fees or transportation charges for the delivery of materials 19 or supplies required on a job site, •provided the fees are reasonable and 20 typical for the services rendered. No part of the cost of the materials and 21 • supplies themselves shall be counted. 22 . 23 Procedures Between Award and Execution . • • 24 After .award and prior to execution of the cotract, the Contractor shall 25 provide the names and addresses of all firms that submitted a bid or quote 26 to the contractor•as part of bidding this contract and note which of those •• . . - 27 .. . .firms were successful and will participate in the contract,These firms may .. :.29:. . :..:. be contacted to solicit9 eneral,information•as-follows;�-• .,•.'.:,,•.•. •�• :• : . . 30: .. .. • 1.. :Age of the;firm : . ..:;.. ., ,-. . •- , • • .• <, . ... 31 . .. . 3 ., 2....:•Average..of;its..gross.annual;-receipts::..:: 2_.. . 5.3 . ..,... , This information. is.. necee`s,sa ry s: :t.o -maintain a ',bidder's lit' in . .-.. -.. °;�. ... ,. a. ,; _ 4;� ,,, �.,,. .. . , ..... .. com li ncith.t he;requireimentofahe49:CFRi-ParG,26.. Simply„ .„:„ . ;,>: ::;° - ... .. 35� _�: . stated: wto_sf,solicitin ahvork:andwhat1s:aheircapacity The--,-: .:-,:•".:•','•:.',..,•-,1•:. .:„.,,,,..,.,.�,;,.;,...; :•._..-,:......:., .6..;. -,:,„.:• : .. ... contractingagency<will.use;,this,information<=to:accurately:determine• ••••:-,---- ,,:,•;!: :,;,,::;x:, z, ::.37::::1:;:-:;,.,.:: an;;over I:, oal _. . . :. -. ::,;..:; ,. �:;�-:.- n;the�percentage�;.of`DB�Es.:wh�o�:are.ready �..,-�t:�:.'1. ,„,,,:;, .:....,38:..:.,..:...=:::- . . willing_and:able.to performri�the:work::.._._...,_ . .•.._ ... -. .. - Reporting ' . :,,. . ; 4DBE Participation”1 -- - Tactor shall submit•a "Quarterly`.Report�of`'Amdi nts Credited-'as , • ' '• on a quarterly •basis for every quarter in which the 43 contract is active (work is accomplished) or upon completion of the project, • • 44 as appropriate. The quarterly reports are due on the 20th of April, July, 45 October, and January for the four respective quarters. -The dollars reported - 46 will be in accordance with the "DBE Eligibility" section of this specification. 47 48 Payment • 49 Payment for complying with the conditions of this specification and-any 50 associated DBE requirements is the contractor's responsibility. Those costs 51 shall be incidental to the respective bid items. 52 . 53 Further Information 54 If further information is desired concerning Disadvantaged Business 55 Enterprise participation, inquiry may be directed to: 56 57 External Civil Rights Branch • 58 ' Office of Equal Opportunity • 59 • Washington State Department of Transportation . 60 , Transportation Bldg., P.O. Box 47314 • • SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 19 1 Olympia, WA 98504-7314 I - 2 or telephone - (360) 705-7085. _ 3 Fax (360) 705-6801 - 4 5 F0711071 6- (March 6, 2000) 7 V Special Training Provisions 8 1-07.11(7)A General Requirements 9 ' The Contractor's equal employment opportunity, affirmative action program 10 shall include the requirements set forth in the following sections 1-07.11(7)A 11 through 1-07.11(7)H. The Contractor shall provide on-the-job training aimed 12 at developing trainees to journeyman status in the trades involved. The 13 number of trainees to be trained under this contract shall be *** 2 *** and 14 number of training hours shall be *** 600 ***. The Contractor may elect to 15 accomplish "training" as part of the work of a sub Contractor however, the 16 Prime Contractor retains the responsibility for complying with these special 17 provisions. The Contractor shall also ensure that this training provision is 18 made applicable to such subcontract. 19 20 1-07.11(7)B Trainee Approval 21 The Federal government requires Contracting Agencies to include these 22 training provisions as a condition attached to the receipt of Federal highway V 23 funding. The Federal government has determined that the training and 24 promotion of members of certain minority groups and women is a primary 25 objective of this training provision. The Contractor shall make every effort to 26 enroll minority groups and women trainees to the extent such persons are 27 available within a reasonable recruitment area: This trainingprovision is riot ,,28 , .,.:: . : ,-.intended and shall not be used to discriminate against any applicant: for 29, ,;, training, whether that . is a, ,,,, „ person ,.woman Or otherwise : A non--'- - - ,: :. _, ,*3Qi_;.,,,.2 f,: :. „;minority_:male:trainee or.,apprentice maybe-approved:provided-th'e`following 31 :y requirements are met: : - - 32. ,.- . _ . . 33 _ _.. .:......... .:........1.:..,the Contractor is otherwise in compliance with,the:contract's Equal :. ,,;; 34.:..,U :r {: _ ,_ . :..;..Employment:,.Opportunity and On-the-Job-Trainingre urre'rf ents'•�= ':- . .•. T 35. . . .. -.:, .;-;'r;r • and-provides documentation of the efforts-taken to fill'the1 specific' ': !'f - -`' ..• :::2;:-:1--;:.:.,36 , ,.,,,., ,•. . int 1 eitherminorities : ,•. ,,,.. , , -tra' 'ng:posifon;with or'females� 37. ;,_,- .38.'- :rx1 i. ,,2: -or if-not otherwise.in com liance furnishes..,.:vi .r,... p :evidence his/her=s-���"=- -,39 .,>; ,.,a,;'' -+'•,,', systematic and direct recruitment efforts in:regard to the;position=i'n.` ---` 40 question- and in-:;promotin =the enrollment:,and/or em loyment`:of ': V:41 ,. - minorities and females in the craft which;the proposed trainee is to 42 be trained. 43 . 44 3. and the Contractor has made a good faith effort towards recruiting 45 of minorities and women. As a minimum this good faith effort shall 46 consist of the following: 47 48 • Distribution Of written notices of available employment 49 opportunities with the Contractor and enrollment - 50 opportunities with its unions. Distribution should include 51 but not be limited to; minority and female recruitment 52 sources and minority and female community organizations. 53 54 • Records documenting the Contractor's efforts and the 55 outcome of those efforts, to employ minority and female 56 applicants and/or refer them to unions; 57 58 • Records reflecting the Contractor's efforts in participating 59 in developing minority and female on-the-job training SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 20 v. 1 1 opportunities, including )grading programs and 2 apprenticeship opportunities. 3 4 • Distribution of written notices to unions. and training 5 programs disseminating the Contractor's EEO policy and 6 requesting cooperation in achieving EEO and OJT ' 7 obligations. 8 9 • No employee shall be employed as a trainee in any classification in which 10 the employee has successfully completed a training course leading to 11 journeyman status or in which the employee has been employed as a 12 journeyman. The Contractor's records shall document the methods for 13 determining the Trainee's status and findings in each case. When feasible, 14 .::25 percent of apprentices or trainees in each occupation shall be in their first 15 year of apprenticeship or training. 16 17 For the purpose of this specification, acceptable training programs are those 18 employing trainees/apprentices registered with the following: 19 20 1. Washington State Department of Labor & Industries - State 21 Apprenticeship Training Council (SATC) approved apprenticeship 22 agreement: 23 24 a. Pursuant to RCW 49.04.060, an apprenticeship 25 agreement shall be; 26 . . 27 i. an individual written agreement between an 28 employer and apprentice . 29 • ii. a written agreement between (an employer oran .....,:,,... . .:..•,•. 30..,. ..;..•,.. ..,:,.., ..... . .. • association of:employers) and an'organization of 31. .. .- employees describing conditions.of employment - :.;.;,,3,2,,:,,.,.... - ,,,: for apprentices � � -' •' • • ;,;; ,;;..:.;,. iii. a written: statement describing conditions .of :........ . .. employmentfor :apprentices," m a plat ,w he there is no bona fide employee.organization.... 36 ' i..,;37 7 , . All such agreements shall:conform:to the basic':standards and .. 38:, . •. : other provisions of RCW Chapter 49: -,!.:7:;:;':,:'. .r- :'': : .' : ' ' 39 . . ..,...::::i...-.,. ::. .:.;_; ::::40::., : 2:� Apprenticesmust .be registered with .U.:S:.Department of.Labor,. 41 Bureau of Apprenticeship Training (BAT) approved program. 42 43 • Or 44 45 . 3. . Trainees participating in a non-BAT/SATC program, which has 46 been approved by the contracting agency for the specific project. 47 48 4. The Contractor may call WSDOT's On-the-Job Training Supportive 49 . Services Consultant at 1 (800) 963-3277 in Western Washington, 50 and 1 (800) 481.-8774 in Eastern Washington, for assistance in 51 locating trainee candidates. 52 53 1-07.11(7)C Obligation to Provide Information 54 Upon starting a new trainee, the Contractor shall furnish the trainee a copy 55 of the approved program the Contractor will follow in providing the training. 56 Upon completion of the training, the Contractor shall provide the Contracting 57 Agency with a certification showing the type and length of training 58 satisfactorily completed by each trainee. 59 SR167 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) 21 17.11(7)0 Training Program Appro 2 Training Program shall meet the foL_..cig requirements: .. 3 4 1. The Training •Program (DOT Form 272-049) must be submitted to 5 the Engineer for approval prior to commencing contract work and 6 shall be resubmitted when modifications to the program occur. 7 8 2. The'minimum length and type of training for each classification will 9 be as established in the training program as approved by the 10 Contracting Agency. . 11 . • 12 3. The Training Program shall contain the trades proposed for 13 training, .the number of trainees, the hours assigned to the trade :. 14 and the,estimated beginning work date for each trainee. 15 16 4. Training Programs will be approved if the proposed total number of 17 trainees equals or exceeds the number established in the contract 18 and the proposed number of training hours equals the training 19 hours required by contract. 20 21 5. After approval of the training program, information concerning each 22 individual trainee and good faith effort documentation shall be 23 submitted on (DOT Form 272-050.) 24 . 25 6. The following trades will not be approved for training: . 26 27 *** None ***. 28 29 .. - -,---7. . It is,the intention of these,provisions that training is to'be provided : ; �• 30 .- ,.:.,.:..:_._.:.. _ '.<;.. • - inthe construction •craftsrather°than��clerk-typists 'orsecretaria-�' '"' " .. . . .. . . 31 .. . ....... ...... .:. . .. type positions. _Training is permissible in lower level management -32 -.:,. - -_-_ -. : -_ :positions_such:as-.office engineers;'estimators, 'timekeeperstc:;` •- • • 33. . -•-. ,,; .:;; where-:the;:training: is oriented toward construction applications;' >, -.,:.,-- • - -34 • ,.,. ,`-,..-.,-.,�- Some-off-site training is permissible.:as long as the'training'is.an""•' �_° ' ''"'' 35 integralpart:of ari•approved training program. 36 -• -- •:,,.•,- • - .37 •>-.:.,,-..,•.: .r•,,:-•..__ 8.•- It. is::normally expected•that a trainee will begin training'on' tha' .,'. - f. . . 38.:. . _:;: project=.as: soon;'as' feasible 'after start-of work, utilizing-:-theeskill-•`'- • >:...;`. :.::....j.:,:...:•.,.:._... „,..,,.. ._.,. _,39;,:...:. ;, ;;: i ,. ;::,;,,.. involved;;and,:remain,on.the•:project.as::long.:as training opportunities;:.. . z, ,, ,, , ,,,,;,,, ,,;;;,�..exlst_in..the :work classification- or.upon completion. ofithe::fraining • •....- ,i� •-• • 41 program. It is not required that all trainees be on board for the 42 entire length of the contract. The number trained shall be 43 .determined on the basis of the total number enrolled on the ' 44 contract for a significant period. • 45. 46 . 9. Wage.. Progressions; Trainees will be paid at least the applicable 47 ratios or wage progressions shown in the apprenticeship standards 48 published by the. Washington State Department of Labor and 49 . Industries. In the event that no training program has been 50 established by the Department of Labor and Industries, the trainee 51 shall be paid in accordance with the provisions of RCW 39.12.021 52 which reads as follows: 53 ' 54 Apprentice workmen employed upon public works projects for 55 - whom an apprenticeship agreement has been registered and • 56 - approved with the State Apprenticeship Council pursuant to • 57 , . RCW 49.04; must be paid at least the'prevailing hourly rate for 58 an apprentice of that trade. Any workman for whom an 59 apprenticeship agreement has not been registered and 60 approved by the State .Apprenticeship Council shall be • • SR167 . 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) 22 1 - - considered to be a fully qualify- 'ourneyman, and,i therefore, • 2 shall be paid at'the prevailing r y rate for journeymen. •3 4 1-07.11(7)E Compliance • • 5 In the event that the Contractor is unable to accomplish the required training 6 , hours but can demonstrate a good faith effort to meet the requirements as • 7 specified, then the Contractor may request that the Contracting Agency 8 - adjust the Training goals accordingly. . 9 " 10 1-07.11(7)F Requirements for Non BAT/SATC Approved Training 11 Programs 12 Contractors who are not affiliated with a program approved,by BAT or SATC 13 may have their. training .program approved provided that the program. is . 14 submitted for approval on DOT Form 272-049, and the following standards 15 are.addressed and incorporated in the•Contractor's program: • 16 17 •• The program establishes minimum qualifications for persons 18 , entering the training program. 20 .. • The program shall outline the work processes. in which the trainee . 21 _ will receive supervised work experience and training on-the-job and 22 ' the allocation of the approximate time to be spent in each major 23 process. The program shall include the method for recording and • . 24 reporting the training completed shall be stated. 25 , 26 • The program shall include a numeric ratio of trainees to journeymen .27 - : - -.. consistent with proper supervision;•training; safety,--andcontinuity of •.;.:•..28 .. . ..::::„,:' ,:_. _employment: The ratio language.-shall 'be specific-and:clear_ as•to y. : .;-.29. - application' in terms of -:job: site":and:;.workforce during •normal 30 >1, • „ operations,.(normally•consideredto.fall.between'=1 10`and"1:4):!,....''•:•••••i::1- 31 • ...-.,....,32 :.••. :,..L•• The.terms,,.of.training-shall.be-stated in, number.of:hours,� __,..... ..a .,-,:,,�-.:• .. ..,::�.;, _����,.,:..:�� . . .. .. 33,,.;._: .: ...,,_ : :' required for completion to journeyman.status..shall':be .comparable'... . .. . _ ., :.34};:, to the"a renticeshi hours established:;for::that_craft:b. .•t :..: . . .,, .-. . ._. . t�.,.. .. . M�The, following- are• :examples-,:of;•:,programs',Yahtit-Ti'are ';currently7., 36... approved:. .. .. .•. ..,. . . . . 37.... • . . . .. .: , ;.:38 : ....,. CRAFT . := HOURS :, . • .f--.‘j/......,39.: • . . • . .. . Laborer - 4,000' :- t 40• - ..- : Ironworker. : .. . ' ..... . _. :,,: - .. ... ... •, .. 41 • •". : . . .. . • -. Carpenter' . 5,200=8,000 " . • • . 42 ' •� . . Construction Electrician 8,000 .. . 43 Operating Engineer 6,000-8,000 . 44 ' Cement Mason • 5,400 45 Teamster 2,100 . 46 • • 47 • The method to be used for recording and reporting the training 48 completed shall be stated. • 49 50 . • - ,• A numeric ratio of trainees to journeymen shall be established. It 51 . shall be consistent with proper supervision, training, safety and • 52 continuity of employment.. The ratio language shall 'be specific and • 53 clear as to application in terms of job site and workforce 'during • 54 ' normal operations. - . 55 - 56 1-07.11(7)G Measurement . 57 The Contractor may request.that•the total number of"training" hours for the 58 contract be increased subject to approval by the 'Contracting Agency. This 59 reimbursement will be made even though the Contractor receives additional .60 ' training program funds from other sources, provided such other sources do' SR 167 1-405 VIC TO SR 900 COUPLET ' . 00A002 (03/01/00) 23 • 1 --t prohibit other reimbursement. Rein sement to the Contractor for off- 2 e training as indicated previously ma_ Ily be made when the Contractor - 3 does one or more of the. following and the trainees are concurrently 4 employed on a Federal-aid project: 5 6 • contributes to the cost of the training, 7 • provides the instruction to the trainee, 8 • pays the trainee's wages during the off-site training period. 9 10 Reimbursement will be made upon receipt of a certified invoice that shows 11 the related payroll number, the name of-trainee, total. hours trained under 12 the program, previously paid hours under the contract, hours due this 13 estimate, and dollar amount due this estimate. The certified invoice shall 14 show a statement indicating the Contractor's effort to enroll minorities and 15 women when a new enrollment occurs. If a trainee is participating in a 16 SATC/BAT approved apprenticeship program, a copy of the certificate 17 showing apprenticeship registration must accompany the first" invoice on 18 which the individual appears. Reimbursement for training occurring prior to 19 approval of the training program will be allowed if the Contractor verbally 20 notifies the Engineer of this occurrence at the time the apprentice/trainee 21 commences work. A maximum of two hundred hours of flagging and/or 22 traffic control training will be reimbursed for any one individual regardless of 23 ., the number of projects worked as an on-the-job trainee. A 24 trainee/apprentice, regardless of craft, must have worked on the contract for 25 at least 20 hours to be eligible for reimbursement. 26 27 1-07.11(7)H Payment 28 n: -.The Contractor will be reimbursed under the item "Training" per'hour for . 29 each hour of training.for.each employee. , -: . - 30 31 0712.GR1 . .32 (March.i3, 1995) , 33 Federal Agency.Inspection. '_ .-.•. .- . -. .; 34. . . Section 1=07::12 is supplemented!with..the:following:' ' -. . 35 Required.Federal_A:id;.Provisions , , :... ..' :,•.et>�.: 37:..:.,...•— ; .-� ';--� •--�-- The: Req,wired .Gontract�l?rovisions••Federal.rAid. Construction"-Contracts'(FHWX,':;;''",--�' -,''-'.—,,;.,,: -:' ';" '.. 38. -,,::1:273 and-the amendmentsr,thereto..supersede an .:-conflictin r:�:::.:"� - - _ ) p y � g provisions .of the:::•- '�, :: . ., - - 39 " 'Standard":Specificationsand;are:made a part of this contract, provided,_'howeverr,``,. - ` 40':: ;;_ _that 1f any..of..the•.provisions`.of4FHWA1273, as-amended, are less restrictive`than: -' `- 41 . Washington State Law, then the Washington State Levi,shall prevail. 42 43 The provisions of FHWA 1273, as amended, included in this contract require that 44 the Contractor insert the FHWA 1273 and amendments thereto in each 45 subcontract, together with the wage rates which are part of the FHWA 1273, as 46 amended. Also, a clause shall be included in each subcontract requiring the 47 subcontractors to insert the FHWA 1273 and amendments thereto in any lower 48 tier subcontracts, together with the wage rates. The Contractor shall alsoensure • 49 that this section, REQUIRED FEDERAL AID PROVISIONS, is inserted in each . 50 . subcontract for subcontractors and lower tier subcontractors. For this purpose, 51 upon request to the Project Engineer, the Contractor will be provided with extra 52 . copies of the FHWA 1273, the amendments thereto, the applicable wage rates, 53 and this Special Provision. 54 55 0713.GR1 56 Contractor's Responsibility for Work - 57 58 071304.GR1 SR 167 1=405 VIC TO SR 900 COUPLET ' 00A002 (03/01/00) 24 . Y 1 March " '997) I 2 Repair c amage 3 The first paragraph of Section 1-07.13(4) is revised to read: 4 • 5 The Contractor shall promptlyrepair all damage to either temporary or 6 , permanent work as directed by.the Engineer. For damage qualifying for 7 relief under Sections 1-07.13(1), 1-07.13(2) or 1-07.13(3), payment will be • 8 made in accordance with Section 1-04.4 using the estimated bid item 9 "Reimbursement for Third Party Damage". Payment will be limited to repair 10 of damaged work only. No payment will be made for delay or disruption of 11 work. For the purpose of providing a common proposal for all bidders, the 12 Contracting Agency has entered an amount for "Reimbursement For Third 13 Party Damage" in the proposal to become a part of the total bid by the 14 Contractor. 15 16 TEMWATER.DT1 17 (NWR November 1., 1999) . 18 Temporary Water Pollution/Erosion Control 19 The fourteenth paragraph of Section 1-07.15 is supplemented with the following: 20 . 21 For the purpose of providing a common proposal for all bidders, the Contracting 22 Agency has entered an amount for the item"Temporary Water Pollution/Erosion 23. Control" in the bidproposal to become a part'of the total bid by the Contractor. 24 . 25 . Section .1-07.15 is supplemented with the following: 26 . 27 F071502 . 28 (October-.:25, 1999) - 29 Spilt Prevention, Control and Countermeasures ..:.30 :Description , . - ::.::: .... . ,., . • 31 This work shall consist of- preparing .a .Spill Prevention,• Control, and .,,,,,,,, ..... .,. F,32 '.;.;•.,._' :;:-' . ....:Countermeasures '(SPCC) Plan and, preparing !for implementation•of`the°"''''''' '`•� • . •.:,33 . plan. ;..;35 =SPCCPlan Requirements - . , _ -. ._... . ,_t-r;,.::,. 30,:',,,-• The_Contractor:shall,be...responsible:for.the-preparatiort�.of"a'n:-SPCC-:plan to : ``-'�'" '' ,• "•`'- •r;',•;``i;i 3-7 ,".'i',!•,;•.,"'l ',,be,used'•for,the"duration•of�•the'project The plan shall be submitted''to the',' .. _° ' -',••1,,'2:::: 38,; ; ,: -'Project Engineerprior to the.commencement of:any-.construction'activities. ° `':-: '•‘:- `-:;_ ..,:_:.:.,,,,.a;,,',4:v.,.-:':,........:.:...:':;A copy of the' plan. with.any updates.shall.be.maintained.at the work.:site_by " _ ' ; 40 '.._the:Contr"actor. " 41 42 The SPCC plan shall identify construction planning elements and recognize 43 potential spill sources at the site. The Plan shall outline responsive actions 44 in the event of a spill or release and shall identify notification and reporting 45 . . procedures. The Plan shall also outline Contractor management elements 46 such as personnel responsibilities, project site security, site inspections and 47 training. 48 . 49 The Plan shall outline what measures the Contractor shall take to prevent 50 the release or spread of the following: 51 . 52 • Any hazardous material* found on site and encountered during 53 construction but not identified in contract documents. 54 55 • Any hazardous materials* that the Contractor stores, uses, or 56 generates on the construction site during construction activities.. 57 These items include, but are not limited to, gasoline, oils and 58 chemicals. 59 SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 25 1 ' ' zardous material, as referred to wil this specification, is defined in 2 , _ N 70.105.010 under"hazardous subs____ce . 3 . 4 The SPCC plan shall also address, at a minimum, the following project- 5 specific information: _" • 6 - 7 Introduction • 8 . SPCC Plan Elements 9 Site Information 10 Management Approval 11 Site Description 12 Planning and Recognition 13 Spill Prevention and Containment • 14 Spill Response 15 Reporting ' 16 Program Management 17 Attachments: 18 A- Emergency Action Plan 19 B - Site Plan . • 20 C- Inspection and Incident Report Forms 21 22 . Implementation Requirements 23 In;the event that hazardous material is encountered during the course of the 24 work, regardless of whether or not the material is shown in the Plans, the 25 implementation of the Contractor's SPCC Plan shall be included in the 26 scope of the contract and shall be carried out by the Contractor. 27' 28 : The Contractor shall maintain,'at the job site,::the applicable equipment and' 29 material:designated in the SPCC Plan. 30 _ .. 31 SPCCPAY1.DT1 32 -:. ,...(NWR November 1, 1999) < ;; 33 • Payment . . - • ,:, _ :,r.:-:, ,.- : 34 -- -- The lump,sum contract.-price=for�th-e"Spill'Prevention Plan" shall be•full pay •- r`" - - -- - - 35 for.all _labor, equipment, material and overhead:"costs associated:with :the : :` ;.. ,:,,,.,, .. 36 ::- ::_:;'-c-: preparation-of the,SP,C.QPlan'andany.'coordination and preparation:needed'-.;,. - 37 prior to:irrlplementation:: . 38 • ._. ... ... .:..:::•' : 39. _ ,.Wlien;.the.-Contracting:Agency is:responsible,for.the..:,cost.of responding to; , ::Y-7-11,-, „ ,,,,. , ,40.:,,,..; :,; ,,. ,,;:containing,.and cleaning::.up_.a spill,.payment,will.�be .made through existing . _. : .• , 41 ' contract items or by equitable adjustment in accordance with Section 1.- 42 09.4. 43 . 44 All costs for responding to, containing, and cleaning up spills caused by the 45 Contractor's operations shall be borne by the Contractor. 46 47 0716.GR1 48 Protection And Restoration Of Property • , 49 Section 1-07.16 is supplemented with the following: 50 51 07162.GR1 ' 52 (March 13, 1995) - 53 Archaeological And Historical Objects 54 It is, national and state policy to preserve, for public use, historical and 55 . prehistorical objects such as ruins, sites, buildings, artifacts, fossils, or other 56 objects of antiquity that may have significance from a historical or scientific 57 standpoint. 58 • SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 26 1 Archaeolc ' al or historical objects, which n - be encountered by the • . 2 Contractc hail not be further disturbed. ThE _ mtractor shall immediately 3 , notify the tngineer of any such finds. _ • 4 5 • The Engineer will contact the archaeologist who will determine if the material is 6 • to be salvaged. The Contractor may be required to stop work in the vicinity of 7 the discovery until such determination is made. If the archaeologist determines 8 that the material is to be salvaged, the Engineer may require the Contractor to 9 stop work in the vicinity of the discovery until the salvage is accomplished. 10 • 11 Loss of time suffered by the Contractor dueto resulting delays will be adjusted in • 12 accordance with Section 1-08.8. 13 • 14 F0717 15 (March. 13, 1995) : 16 Utilities And Similar Facilities • 17 Section 1-07.17 is supplemented with the following: 18 19 Locations and dimensions shown in the Plans for existing facilities are in 20 • accordance with available information obtained without uncovering, measuring, 21 or other verification. 22 23 Public and private utilities, or their contractors, will furnish all work necessary to 24 adjust, relocate, replace, or construct their facilities unless otherwise•provided for 25 in the Plans or these Special Provisions. • Such adjustment, relocation, 26 replacement, or construction will be'done during the prosecution of the work for . 27 this project. . . 28 . . . ..7.29.•:: : - . The Contractor.:Shall'call ahe Utility Location..Request Center;(.One Call Center), • ' :,:.•.-. ._. ','''''i'''' 30::...: ::::..:. ..:for:feld.location.::not.less.:than•awo.nor morethanrten-:business days=before the- • •- --:•`::71• 31 scheduled date for commencement of excavation which may affect underground ... ....:;..,;:.._„;.:..., •.,„•,32..,,,;.•,...,,::_,,;utility,.,facilities,_ un.less._.otherwise, agreed upon.:.:=by;_the.•.:parties involved -;•:. .A -?•-.<-::. 33 business day is defined as any day other.than Saturday, Sunday,.or.a legal:local, - ... _L, .. 34. .. .. . State„or federalholiday: The.telephone number..for=the:One,Call:Centerf . or:this- .. •, : .:-•:.- .:72.35- ;:•.-.project- -from the •Engineer.• :lf•no :one.=number locator service is:- ,:7-;. ......... . . : .. .:,,::':..,:.:. k:.,. -,, ,.::;,,...p..availab•le;.:.notice.. shall'..be provided 'individually..to':those;n owners"known,;�to':or ..,. ,- -.:.>: . .:: ..... 37; <�.-,:-,.:suspected.::_of vi g u g ound fa s of pr d =,.,.• 'a .'n : .. nder r ,. cilitie �-.within.�-.�the=���area�".'r �°` opose ;•,. :.:4-. • 38 excavation. .. .- -- • • • 39 . . 0 . • - '"':` 140--• e.",.-: .. The:Contraetor=is`alerted:to the existehce'of Chapter"1`9:12.24RGW a'law relating` - ---',••41:',"-- • to_underground:utilities: •Any cost to the 'Cdhtractorincu'rred 0 as a result.of this' ' ' .r.-'_ • 42 law shall be at the Contractor's expense. • •• 43 44 No excavation shall begin until all known facilities, in • the vicinity of the 45 excavation area, have been located and marked. • 46 . 47 . The'following addresses and telephone numbers of Utility companies known or ` 48 suspected of having facilities within the project limits are supplied for the • • 49 . Contractor's convenience: • • 50 • 51 • City of Renton. 52 200 Mill Ave. So. • . 53 Renton, WA 98055 54 • • Attn: Abdoul Gafour 55 Phone:. (425) 277-62.10 - . 56 57 Seattle Public Utilities . 58 Suite 3100 Key Tower ' . - '59 • Seattle, WA 98104 . 60 Attn: Terri Kanyor • . • • • SR167 0 • • 1-405 VIC.TO SR 900 COUPLET 00A002 (03/01/00) 27 • ' 1 ,ne: (206) 684-5804 I V 2 3 Olympic Pipeline 4 P.O. Box 1800 5 Renton, WA 98057 6 Attn: Bob Burnett _ 7 Phone: .(425) 235-7736 8 9 Utility • 10 P.O. Box 98068 MS MER-04 1.1 Bellevue, WA 98009-0868 • 12 Attn: Becky Nicholas 13 Phone: (425) 224-2425 14 15 Seattle City Light ' 16 3613 4th Ave. So. • 17 Attn: Mark Nagasaw - 18 , Phone: (206)386-4246 19 • 20 US West Communications ' 21 7235 So. 228th Street • 22 Kent, WA 98032- . 23 Attn: Frank Forrest • 24 Phone: (253) 872-5434 • 25 . 26 0718.GR1 ' 27 Public Liability And Property Damage Insurance 28 • . . 29 0718A.GR1 , . . _.. _ :30. . :Section,_1-07;18:;is;_supplemented with :followin .• : . • . ..: ; . .. ._ -a: A - . g: 31 32. BNSF ---- ' 33 (** ***) 34,, is, Work on BN..RR,Bridge 167/139 - - - :35 ,1,,•,-:: e= _ ThContractor shall the Engineer 2 weeks prior to::replacing the'sign attached to - :..:36 Bridge,167/139., 37 ' 38 . 0723:G R 1: 39• ublic Convenience And Safety _ 40 41 072301.GR1 42 Construction Under Traffic 43 Section 1-07.23(1) is supplemented with the following: 44 45 . SAFETYZ 46 (******) - 47 The construction safety zone for this project is 13.7 meters from the outside 48 edge of the traveled way between MP 25.00 and Grady Way and 0.5 meters 49 from the outside edge of the traveled way between Grady Way and MP 50 27.28. 51 52 During nonworking hours equipment or materials shall not be within the 53 safety zone unless it is protected by permanent guard rail or temporary 54 concrete barrier. The use of temporary concrete barrier shall be permitted 55 only if the Engineer approves the installation and location. 56 • 57 During the actual hours ofwork, unless protected as described above, only 58 materials absolutely necessary to construction shall be within the safety 59 zone and only construction vehicles absolutely necessary to construction SR 167 ' 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) 28 1 shall allowed within the safety zone or ved to stop or park on the 2 shoi •of the roadway. 3 4 The Contractor's nonessential vehicles and employees private vehicles shall 5 not be permitted to park within the safety zone at any time unless protected 6 as described above. 7 8 Deviation from the above requirements shall not occur unless the Contractor 9 has requested the deviation in writing and'the Engineer has provided written 10 approval. 11 12 TC98A 13 Construction vehicles using a closed traffic lane shall travel only in the 14 normal direction of traffic flow unless expressly allowed in an approved 15 traffic control plan. Construction vehicles shall be equipped with flashing or 16 rotating amber lights. 17 . 18 Work over an open lane of traffic will not be allowed, unless a plan for the 19 protection of the traveling public from debris falling onto the traveled way is 20 approved by the Engineer. This protection shall remain in place during 21 construction and meet minimum vertical clearance for the highway. 22 . . 23. Controlled Access . 24 No special access or egress will be allowed the .Contractor other than 25 normal legal movements or as shown in the Plans. 26 27 Hours of Darkness - 28 The Contractor shall,-at no additional cost to-the Contracting Agency, make 29 -:all arrangements for operations during hours:'of darkness. Flagger.stations 30.: ., , ..shall be illuminated:usl minimum 1 att floodlight. 31 • , . 32 CLOS.U,RES... 33 . . . . Lane and Ramp.Closures. •. . - :;,,,,,:,:,, ;:- . ..34 Lane closures on SR.1.67:will be.permitted,as follows 35 • • • , 36 Freeway Sectionn•(From beginning of project to:SR 405) 37 =; . 38 General Purpose Lane (one lane closed):;. • 39 - . Sunday to Thursda .(nightly) : - ::9:00 p.m: to 5:00 a.m. Y . . r ~ 40 . Saturdaynight to:Sunda morning9:00 p.m. to 9:00 a.m. ._ - 41 42 HOV lane only 43 A$r eley4o-F ic•aryi,( ailyi- T9:00'atrrinta�35•00 p3rn. • 44 Sunday to Thursday (nightly) 9:00 p.m. to 5:00 a.m. 45 Saturday night to Sunday morning 9:00 p.m. to 9:00 a.m. 46 47General Purpose lane and HOV lane 48 Sunday to I hursday (nightly) 10:00 p.m. to 5:00 a.m. 49. Saturday night to Sunday morning 10:00 p.m. to 5:00 a.m. 50 . 51 Urban Arterial Section (From SR 405 to end of project). 52 53 . . One lane closed (NB and SB) 54 Sunday to Thursday.(nightly) 9:00 p.m. to 5:00 a.m. 55 - Saturday night to Sunday morning 9:00 p.m. to 9:00 a.m. 56 57 • Two lanes closed (NB and SB)* 58 Sunday to -I hursday (nightly) . 10:00 p.m. to 5:00 a.m. 59 • Saturday night to Sunday morning 10:00 p.m. to 5:00 a.m. 60 One lane must be left open in each direction at all times. SR 167 1-405 VIC TO SR 900 COUPLET . 00A002 (03/01/00) 29 1 2 .—np closures will be permitted as follov,.. 3 4 Sunday to Thursday (nightly) 10:00 p.m. to 5:00 a.m. 5 Saturday night to Sunday morning 10:00 p.m. to 5:00 a.m. 6 7 A maximum of 3 closures will be allowed per ramp. 8 • 9 TC98B1 . 10 Signs and Traffic Control Devices 11 All signs and traffic control devices for lane and ramp closures shall only be 12 installed during the hours specified above. The construction signs, if placed 13 earlier than the specified hours of closure, shall be turned or covered so as 14 not to be visible to motorists. . 15 . 16 Advance Notification 17 The Contractor shall submit lane and sidewalk closure requests in writing to 18 the Engineer a minimum of five calendar days in advance of the proposed 19 closures. Wrdwarlantl,Ramp closures' requests shall be submitted in 20 writing a minimum of 10 calendar days in advance of the proposed closure. 21 22 Hour Adjustment 23 If the Engineer determines the permitted closure hours. adversely affect 24 traffic, the Engineer may adjust the hours accordingly. The. Engineer will 25 notify the Contractor in writing of any change in the closure hours. • 26 27 Other Closure Restrictions 28 Lane and, ramp closures will, notbe allowed during the following time 29 periods: . 30 . 31 Holidays. from noon the day prior to a holiday or holiday.weekend 32 -- :'- -_ through`noon the day following a holiday or holiday weekend: Holidays 33 . . .-. ..., that occur.on Friday, Saturday, Sunday, or Monday are considered a - 34 holiday weekend. 35. • ' 36 = • - Annual•Seafair Hydroplane Race Weekend - -' '-�37 =• Noon Friday to 8:00 p.m. Sunday • 38 39 TC98C 40 Pedestrian Routes 41 The Contractor shall keep all sidewalks, crosswalks, and other pedestrian 42 routes and access points open and. clear at all times unless permitted 43 otherwise by the Engineer in an approved traffic control plan. 44 45 TC98D 46 Public Notification 47 The Contractor shall furnish and install information signs that provide 48 advance notification of ramp closures a minimum of five calendar days prior 49 to closure.. The signs shall have a black legend on a white reflective 50 background. Sign locations, messages, letter sizes, and sign sizes are 51 shown in the Plans. Also, the Contractor shall notify Washington State 52 Patrol; local fire departments, police departments and city engineering; 53 . Medic 1 and Metro Transit (206-684-2732) when applicable; transit 54 companies and the affected school districts in writing a minimum of five 55 working days prior to implementation. The Contractor shall furnish copies of 56 these notifications to the Engineer. 57 58 TC98W.DT1 • 59 . Construction and Maintenance of Detours 60 Section 1-07.23(2) is supplemented with the.following: • SR 167 • 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 30 1 2 TC98X.DT1 3 (******) 4 Detour routes shall be provided as shown in the Plans. No two consecutive 5 on-ramps or exits shall be closed at the same time. 6 . . 7 08.GR1 8 PROSECUTION AND PROGRESS 9 10 0801.GR1 11 Subcontracting 12 Section 1-08.1 is supplemented with the following: • 13 14 08011.GR1 15 (October 12, 1998) 16 Prior to any subcontractor or lower tier subcontractor beginning work, , the 17 Contractor shall submit to the Engineer a certification (WSDOT Form 420-004) 18 that a written agreement between the Contractor and the subcontractor or 19 between the subcontractor and any lower tier subcontractorhas been executed. 20 This certification shall also guarantee that these subcontract agreements include 21 all the documents required by the Special Provision Federal Agency 22 Inspection. 23 24 A subcontractor or lower tier subcontractor will not be permitted to perform any 25 work under the contract until the following documents have been completed and 26 submitted to the Engineer: 27 • 28 1. Request to Sublet Work(Form 421-012), and " 29 2. Contractor and Subcontractor or Lower Tier:Subcontractor Certification for Projects(Form 420-004). 31 ,...:...The Contractor's records pertaining-to the,requirements of:-this Special Provision _ . 33 shall be open to inspection or audit by representatives of the Contracting: Agency ",;>_.;::..:..:; .;;,,.::: ;-;. :;,;;34.::;:: :r.=.::,,during:the life of the contract and for a period 'of not;less than three years:after • = ; 35.x.. ,the date of acceptance of the contract The Contractor'shalt retain'thee records for that period. The.Contractor shall also guaranteethat:these record's of " ` . subcontractors and lower tier subcontractors shall•'be.,'"available and open to 38 similar inspection or audit for the same.time.period 39 40 0803.GR1 41 Progress Schedule 42 43 08031.GR1 44 (March 13,1995) 45 The third sentence of the second paragraph of Section 1-08.3 is revised to read as 46 . follows: 47 48 The schedule shall be developed by a critical path, bar graph, or similar type 49 method. 50 51 0805.GR1 52 Time For Completion 53 54 F08051 55 (March 13, 1995) 56 Section 1-08.5 is supplemented with the following: 57 • 58 This project shall be physically completed within *** 80 ***working days. 59 60 0809.GR1 SR 167 • 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 31 1 Liquidat lamages 2 3 LIQDAM • 4 Section 1-08.9 is supplemented with the following: 5 6 (*****) 7 The closure of SR 167 mainline lanes and and SR 405 'ramps will result in 8 substantial traffic impacts. These closures will cause delays to the traveling 9 public, increase fuel consumption, vehicle operating cost, pollution, and other 10 inconveniences and harm far in excess of those resulting from delay of most 11 projects. 12 13 Accordingly, the Contractor agrees: 14 15 1. To pay $500.00 liquidated damages per 15 minutes for each 15 minute 16 period prorated to the nearest 5 minutes that a lane is closed on 17 mainline SR 167 beyond the scheduled closure and opening times 18 specified in the Subsection Public Convenience and Safety of the 19 Special Provision LEGAL RELATIONS AND RESPONSIBILITIES TO 20 THE PUBLIC. 21 22 2. To pay $300.00 liquidated damages per 15 minutes for each 15 minute 23 .period prorated to the nearest 5 minutes that a-ramp is closed beyond 24 the scheduled closure and opening times specified in the Subsection 25 Public Convenience and Safety of the Special Provision LEGAL 26 RELATIONS AND RESPONSIBILITIES TO THE PUBLIC. 27 28 3. To authorize the Engineer to deduct these liquidated damages from any 29 . ,money due or coming due to the Contractor. 30 31 10.GR1 _ 32 TEMPORARY TRAFFIC.CONTROL . 33 34 •1002:GR1 • • 35 Traffic Control Management 36 37 100201.GR-1 38. :- ... . .General: 39 _ .. 40 1002012.GR1 . 41 (August 9, 1999) 42 Section 1-10.2(1) is supplemented with the following: 43 44 The Traffic Control Manager and Traffic Control Supervisor shall be certified 45 by one of the following: 46 47 American Traffic Safety Services Association 48 •15 Riverside Parkway, Suite 100 • 49 Fredericksberg, VA 22406-1022 50 (540) 368-1711 51 Certification Ext. 127 52 Recertification Ext. 134 53 . 54 Sverdrup Civil, Inc. 55 do Traffic Control Supervisors Seminar • 56 600 108th Ave. N.E. 57 Bellevue, WA 98004 58 (425) 452-8000 59 60 The Northwest Laborers-Employers Training Trust • SR 167 . 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 32 • • 1 155 Ohio Ave. 2 gSton, WA 98346 3 (360) 297-3035 4 5 Evergreen Safety Council • 6 401 Pontius Ave. N. 7 Seattle, WA 98109 8 1-800-521-0778 or 9 (206) 382-4090 10 11 Transportation Consulting NW 12 1607 E. Main 13 Auburn, WA 98002 14 ` . (253) 931-0506 15 16 100202.GR1 17 Traffic Control Plans 18 • 19 1002021.GR1 20 (September 30, 1996) 21 The last sentence of Section 1-10.2(2) is revised to read: 22 23 The Contractor's letter designating and adopting the specific traffic control 24 plan(s) or any proposed modified plan(s) shall be submitted to the Engineer 25 . for approval at least ten calendar daysin advance of the time the new plan 26 will be implemented. 27 . 28 100203.GR1 . 29 ' Conformance To Established Standards • . . ... • 30. .:. ;.Section 1=1.0:2(3) is supplementedwith thefollowing 31 32 1002031.M R1 33 (September 8, 1997) ;.:._,;• ,;..;,:;. • 34 .,......;.,::.. ;:;: Flashing stop/slow paddles:>:(FSSP)•.shali;'meet the.'requirements of the 35 .•MUTCD, SHRP, Traffic Control Guidelines Book, and these specifications. 36 : The-paddles shall incorporate onthe,stop:face;#wo-symmetrically positioned ...........:37 :.. flashing white lights. .=The lights shall- betvisiblefrom a minimum of'650 I,. 38 ;:;;,:meters in average daytime conditions-_lTheAampsshall,.flash•in alternating.., ... ., `• _ : - • ° .,•• ... 39 .,.,...,_sequence. The following,(FSSP) meetahese requirements:.; .`. : '.'.:..:.: -. . • 40 • 41 Copper Country Safety Sales, Inc. Detronics Model TES-:336 42 3422 West Wilshire Drive #19 4003 Bloomington Road • 43 Phoenix, AZ 85009 Rural Route 4 • 44 (602) 269-0026 Stouffville, Ontario L4A7X5 45 , 1--800-578-6193 (905) 640-1216 46 . 47 1003.GR1 48 Flagging, Signs, And All Other Traffic Control Devices 49 50 100301.GR1 51 Traffic Control Labor ' 52 53 1003011.GR1 54 (March 3, 1997) 55 The last sentence of the second paragraph of Section 1-10.3(1) is revised to 56 read: 57 . • 58 The Contractor shall furnish the flashing stop/slow paddles for the flagging 59 . .stations. The use of conventional flagging paddles will only be allowed in, SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 33 • 1 case of an emergency, or temporary while a failed FSSP is replaced 2 ."epaired. 3 • 4 100303.GR1 5 Construction Signs 6 7 1003032.MR1 • 8 (January 11, 1999) 9 Section 1-10.3(3) is revised to read: • 10 11 All signs required by the approved traffic control plan(s) as well as any other 12 appropriate signs prescribed by the Engineer shall be furnished by the 13 Contractor. The Contractor shall provide the posts or supports and erect 14 and maintain the signs in a clean, neat, and presentable condition until the 15 necessity for them has ceased. All nonapplicable signs shall be removed or 16 completely covered with metal, plywood, or an Engineer approved product 17 specifically manufactured for sign covering during periods when they are not 18 needed. When the need for these signs has ceased, the Contractor, upon 19 approval of the Engineer, shall remove all signs, posts, and supports from 20 the project and they shall remain the property of the Contractor. 21 22 All signs shall utilize materials, and be fabricated in accordance with, 23 Section 9-28. All orange background signs shall be constructed of Type I or 24 II, or fluorescent Type IV or VII reflective'background sheeting, subject to 25 the following requirements or as otherwise noted in the Plans. 26 27 1. Work zone signs fabricated with Type I or II sign sheeting may be 28 used when available from existing sign inventories. 29 • 30 - -- - ..•.-. 2. Work zone signs fabricated with Type IV or VII sheeting may 'also 31 . . . be used but shall not be intermixed with work zone signs fabricated 32 with Type I or II sheeting,'within a sign sequence. 33 . 34 All post mounted signs with Type IV or sheeting shall use a nylon washer 35 between the twist.fasteners. (screw heads, bolts, orr nuts) and the reflective 36 sheeting. 37 • : . 38 .-Construction signs .will be_divided into two classes., Class A construction igns are..those.,signs that remain,in service throughout theconstruction or, .. .. 40- ;duringa major phase of the..work....They aremounted on posts, existing ...:: . 41 'fixed structures, or substantial supports of a semi-permanent nature. Sign 42 and support installation for Class A signs shall be in accordance with the 43 Contract Plans or the Standard Plans. Class B construction signs are those 44 signs that are placed and removed daily, or are used for short durations 45 which may extend for one or more days. They are mounted on portable or 46 temporary mountings. In the event of disputes, the Engineer will determine 47 if a construction sign is considered as a Class A or B construction sign. 48 49 If it is necessary to add mass to signs for stability, only a bag of sand that 50 will rupture on impact shall be used. The bag of sand shall: (1) be 51 furnished by the Contractor, (2) have a maximum mass of 18 kilograms, and 52 (3) be suspended no more than 0.3 meters from the ground. 53 54 Payment for setup and take down of Class B signs will be limited to the labor 55 cost to do the work described in Section 1-10.3(1), and for transportation 56 described in Section 1-10.3(2). 57 58 Signs, posts, or supports that are lost, stolen, damaged, destroyed, or which . 59 the Engineer deems to be unacceptable while their use is required on the SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 34 • 1 projerst shall be 1.replaced by the C—ractor without additional v 2 corm ration. 3 4 TC98T.DM1 • 5 (******) . 6 Unless otherwise specified, all warning signs used in construction shall be 7 black on orange, and all diamond shaped signs shall be 1200 mm by 1200 8 mm in size. 9 10 1003033.MR1 11 (April 28, 1997) 12 Section 1-10.3(3) is supplemented with the following: 13 14 Wood Sign Posts 15 Use the below charts to determine post size for Class A construction signs. 16 17 One Post Installation 18 19 Post Size Min. Sign m2 Max. Sign m2 20 4x4 - 1.44 . 21 . 4x6 1.53 1.80 22 6x6 1.89 2.25 23 6x8 2.34 2.79 24 25 Two Post Installation 26 (For signs greater than 1.5 meters in width) 27 28 Post Size Min. Sign m2 Max. Sign m2 29 4x4 - 1.44 30: 4x6 1.53 3.24 • 31 6x6 . . 3.33 4.14 32 6x8. 4.23 6.75 * • 33.. 34;,.. . . ;;:.•*_.The:Engineer shall determine post size for signs greater .than-6.75 :: • • • 35 square meters. 36 37 TC98V1 38 - (****.**), . . 39 Warning Lights - 40 • : Type B high-intensity flashing warning lights shall be used' on,a�J.advance..'. 41 warning signs as shown in the Plans. . 42 43 100305.GR1 44 Temporary Traffic Control Devices 45 46 100305A.GR1 47 (March 3, 1997) . 48 • The first sentence of Section 1-10.3(5) is revised to read: 49 50 When the bid proposal includes an item for "Temporary Traffic Control 51 Devices", the work required for this item shall be furnishing Class B 52 construction signs, barricades, flashers, cones, traffic safety drums, and 53 other temporary traffic control devices, unless the contract provides for 54 furnishing a specific temporary traffic device under another item. 55 56 100305B.GR1 57 Section 1-10.3(5) is supplemented with the following: 58 • 59 S1003051 . • SR167 • 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 35 1 ' Ine 0,13, 1996) 2 �.quential Arrow Sign - 3 The MUTCD requirements are supplemented with the following: 4 5 Sequential arrow signs furnished for this project shall be Type *'r* C *** • • 6 7 The color of the light emitted shall be yellow. 8 9 The power source for the sign shall be capable of operating the lamps 10 at their optimum light level for the entire period of operation. The power 11 source will be subject to the approval of the Engineer prior to use. 12 13 A control panel, using solid-state circuitry, shall be enclosed in a 14 ventilated, vandal-resistant box. A photoelectric control, with manual 15 override, shall automatically dim the lights during hours of darkness. 16 Arrow panels shall be capable of a minimum of 50 percent dimming 17 from their rated lamp voltage. 18 19 1003052.MR1 20 (June 8, 1998) 21 Traffic Safety Drums • 22 Traffic safety drums shall be manufactured specifically for traffic control 23 purposes, and shall be fabricated from low density polyethylene that 24 maintains its integrity upon impact. 25 26 The drums shall be of the following general specifications: 27 28 Overall Height 900 mm minimum 29 .30 , . Overall Width 450 mm minimum in the direction(s) ' 31 . of traffic flow. If the front to 32 back dimension is less than 450 33 mm, only those drums 34 • .. ,.- - . =specifically approved by the 35 Engineer will be permitted. 36 37 Shape • • Rectangular; hexagonal, circular, or' 38 : flat-sided semi-circular. 39 40 Color The base color of the drum shall be 41 fade resistant safety orange. 42 43 Reflective Stripes The exterior vertical surface shall 44 have at least two orange and two 45 ' white circumferential stripes. Each 46 stripe shall be 100 mm to 150 mm wide 47 and shall be reflectorized. If there 48 • are nonreflectorized spaces between 49 the horizontal orange and white 50 • stripes they shall be no more than 50 51 mm wide. Reflective stripes 52 : shall be 3-M flexible 3810, 53 Reflexite PC 1000, 3-M Diamond 54 Grade, or Stimsonite High 55 Performance Grade. 56 57 The traffic safety drums shall be designed to accommodate at least one 58 portable light unit. The method of attachment shall ensure that the light 59 does not separate from the drum upon impact. 60 SR 167 •• 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 36 j 1 I Wh( ;commended by the manufacturer, d s shall be treated to ensure 2 prop idhesion of the reflective sheeting. 3 4 If approved by the Engineer, used drums with new reflective sheeting may 5 be used, provided all drums used on the project are of essentially the same 6 configuration. 7 8 The drums shall be designed to resist overturning by means of a lower unit 9 that will separate from the drum when impacted by a vehicle. The lower unit 10 shall be a maximum of 100 millimeters high and shall be designed to 11 completely enclose the ballast. The lower unit, with ballast, shall have a 12 minimum mass of 4.5 kilograms and maximum mass of 22 kilograms. The a o 13 base shall be designed to resist movement or creeping from wind gusts or 14 other external forces. The drums shall be designed to resist rolling if V 15 overturned. 16 17 Drums shall be regularly maintained to ensure that they are clean and that • 18 the drum and reflective material are in good condition. If the Engineer 7` 0 1 determines that a drum has been damaged beyond use, or provides 3 20 inadequate reflectivity, a new drum shall be furnished. 21 -s -4, 22 When no longer required, as determined by the Engineer, the drums shall . 6 23 remain the property of the Contractor and shall be removed from the project. �,0 a 24 25 TC98U.DM1 s 26 .(******) 27 Traffic safety drums shall be used on all lane closures.ohthe i01jC'[ 4Cre5's SQcfic7,i 4 1 t____2B___,____. .... 29 During the hours of darkness, all traffic safety drums used on lane closures • ,G• " 30 ,_. shall be.equipped with-T e'C.stead burningwarning lights. Replacement • 31 batteries r warninglights shall be included in the c cost of furnishing the C 7 9g.. 32 drums. L. 33 5 0 34 , .. . Two traffic safety drums •shall be provided across the dosed lane e., --� 35 approximately every 150 meters. 36 1, 37 1003053.MR1 .: O c,... . 38 (March 3, 1997) . . .. i,, 39 Truck Mounted Impact Attenuator (TMA) - . 2.. .:.. ,40 The TMA. shall be mounted on. a vehicle with a' minimum mass .of 6800 r e 41 kilograms and a maximum mass in accordance with the manufacturer's -s 42 recommendations. Ballast used to obtain the minimum weight requirement, 43 or any other object that is placed on the vehicle shall be anchored such that r - 44 it will be retained on the vehicle during an impact. The Contractor shall 45 provide certification that the unit complies with NCHRP 230 or 350 v 46 requirements. 47 _p 6 48 The Contractor shall have a spare TMA and operator (if necessary) t 4 49 available to replace a damaged or disabled TMA. Replacement shall be . 50 accomplished as soon as the damaged TMA has been removed. The 1/-,-i 51 Contractor shall immediately repair to the manufacturer's specifications, all 52 damage to a TMA not deemed extensive enough to warrant replacement as 53 determined by the Engineer. o y_, 54 55 The TMA shall have an adjustable height so thatit can be placed at the 56 correct elevation during usage and to a safe height for transporting. If C $<- (/ 57 needed, the Contractor shall install additional lights to provide fully visible `' 58, brake lights at all times. cos 59 •L • SR167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) - 37 • 1 TMA unit shall have a chevron* pa 1 on the rear of the unit. The 2 _,-idard chevron pattern shall consist a ._3 mm yellow stripes, alternating 3 non-reflective black and reflective yellow sheeting, slanted at 45 degrees in. • 4 an inverted "V"with the "V" at the center of the unit. 5 • 6 The TMA shall be positioned to separate and protect construction zone work 7 activities from normal traffic flow. 8 9 The attenuator shall be in the full down-and-locked position. For stationary 10 operations, the truck's parking brake shall be set. 11 12 TC98J.DM1 13 (******) • 14 The TMA shall be used during traffic control placement and removal, 15 advancing with the workers during the set up and removal of the traffic 16 control devices unless otherwise ordered by the Engineer. 17 18 Each vehicle with TMA shall be equipped with a sequential arrow sign Type 19 B. The color of the light emitted shall be yellow. Power for the sign shall be 20 supplied by the truck. The sequential arrow sign shall be used during traffic. 21 control placement and removal. The vehicle with TMA shall not be used if 22 the sequential arrow sign is damaged or disabled. . 23 24 Each vehicle equipped with TMA shall have a sign mounted on its back, 25 facing oncoming traffic, stating "WORK CREW AHEAD". The sign shall be 26 750 mm high, 1200 mm wide, and shall have black lettering on an orange 27 background. The "WORK CREW AHEAD" sign shall be removed or 28 covered when not applicable. 29 -• -30 . - --- - ,A TMA shall be used for each closed lane. -The-TMA-shall be positioned.to 31 provide maximum protection for people in the work.zone. 32 • 33 . . . The TMA shall be able to be,driven with the attenuator in the down position 34 and at the correct elevation for usage. 35 36 S1003054 37 (November 17, 1997) .... . 38 Type III Barricade - . , .. : _ . 39 .. ..__,;_ ._,..:,••T.he barricades shall be constructed in accordance'.with:the details shown-in .•.:•40. .:. . .:..... .: :.the MUTCD and the Standard Plans.. The barricade width shall=be-**".2.5 41 - meters ***. If it is necessary to add mass to barricades for stability, only 42 • bags of sand that will rupture on impact shall be used. The bags of sand 43 shall: 44 45 1. Be furnished by the.Contractor. 46 2. Have.a maximum mass 18 kilograms. 47 3. Be placed no more than 0.3 meter above the ground. . 48 49 As may be indicated in the Signing Plan or Traffic Control Plan, the 50 Contractor may be required to install signs, warning lights, or both, on 51 barricades. 52 • 53 TC98Y.DM1 54 (******) 55 When the Signing Plan requires that signs be placed on the barricade, the 56 signs will be considered part of the permanent signing and no separate 57 measurement will be made. 58 59 When the Traffic Control Plan requires that signs be placed on the 60 barricade, the signs will be considered part of the project traffic control and SR167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 38 1 will' measured i by the square meter as, construction sign Class A, 2 exc( hat when the sign is relocated in.cc nction with the relocation of 3 the 1 ype Ill barricade, no additional measurement will be made for the 4 construction sign Class A. • 5 6 No measurement will be made for the warning lights. 7 8 1004.GR1 9 Measurement • 10 11 100401.MR1 12 (June 3, 1996) 13 The third paragraph of Section 1-10.4 is revised to read: 14 15 Class A construction signs will be measured by the square meter of panel area. 16 A'Class A construction sign maybe usedinmore than one location and will be 17 measured for payment for each new installation. Sign posts or supports will not 18 be measured for payment. 19 • 20. '100402.GR1 21 Section 1-10.4 is supplemented with the following: 22 23 10041.GR1 24 (September 30, 1996) . • 25 Measurement will be by the hour of ,operation for sequential arrow sign. The 26 hours of operation will be determined by the Engineer. Operation •over and 27 above those hours shall be at the Contractor's expense. 28 . 29 TC98R1.DT1 30 (******) 31 Truck mounted impact attenuators will be measured per each one time only for 32 each truck with sequential arrow sign, "WORK CREW- AHEAD" sign, and 33 mounted impact attenuator used on the project. The final pay quantity shall be 34 the maximum number of IMAs:in place at any one time. . 35 • 36 . Operation of truck mounted impact attenuator.will be measured by the hour . ::.. ,,... Y 37 . when manned-and operated:r:Manned andoperated shall be when the.TMA:has 38 anoperator and is.required to move, in operating position, with the construction 39 . operation or whan moving the TMA from one position to another on the project: ' ' • 40 41 1005.GR1 . 42 Payment 43 44 100501.MR1 • • 45 (June 3, 1996) 46 'Payment for construction signs Class A in Section 1-10.5 is revised to read: 47 . 48 "Construction Signs Class A", per square meter of panel area. 49 50 The unit contract price per square meter of panel area shall be full pay for all 51 costs to furnish and install the Class A construction signs in accordance with 52 Sections 1-10.3(3) and 1-10.3(4). This payment will include all signs, labor, 53 equipment, and. vehicles necessary for the installation of Class A signs. 54 Payment will not be made for signs delivered to the project without the approval 55 of the Engineer. 56 57 100502.GRT . 58 Section 1-10.5 is supplemented with the following:. 59 60 10051.GR1 SR167 • 1-405 VIC TO SR 900 COUPLET , • 00A002 (03/01/00) 39 • 1 (Sep;'- ,ber 30, 1996) . I 2 "Seq lial Arrow Sign", per hour. 3 4 TC98S1.DT1 5 (******) . 6 "Truck Mounted Impact Attenuator", per each. 7 The unit contract price per each for "Truck Mounted Impact Attenuator" shall be 8 full pay for furnishing a truck with sequential arrow sign,"WORK CREW AHEAD" 9 sign, and impact attenuator attached (TMA), transporting the TMA to and from 10 the project, and when the TMA is in use but not manned. 11 • . 12 "Operation of Truck Mounted Impact Attenuator", per.hour. 13 The unit contract price per hour for "Operation of Truck Mounted Impact 14 Attenuator" shall be full pay for each hour the TMA is manned and operated. • 15 • 16 "Repair Impact Attenuator", by force account. • • 17 AIl.costs of repairing or replacing TMAs damaged by the motoring public will be 18 paid for by force account as specified in Section 1-09.6. To provide a common 19 proposal for all bidders, the Contracting Agency has estimated the amount of 20 force account for "Repair Impact Attenuator" and has entered the amount in the 21 Proposal to become a part of the total bid by the Contractor. TMAs damaged • 22 due to the Contractor's operation shall be repaired or replaced by the Contractor • 23 at no expense to the Contracting Agency. 24 25 02.GR2 26 REMOVAL OF STRUCTURES AND OBSTRUCTIONS 27 28 0203.GR2 • 29. Construction Requirements . 30 . Section 2-02.3 is,supplemented with the following: - 31 - . 32 REMOVE2 _ __- 33 ******) 34. .. /Removal of Cement Concrete Curb and Gutter 35= The Contractor shall use a sawcut to 'delineate the curb, and gutter to be - .- . 36: . removed from curb,gutter-and pavement,to remain: The Contractor shall take 37 . care to avoid damaging .adjacent curb;- gutter and °pavement to remain. Any • _ 38.. damage caused to.the curb; gutter and:pavement-to remain, as a result of the 39.: Contractor's operations, shall be repaired to the satisfaction of the Engineer at 40 no additional cost to the Contracting Agency. 41 42 Removal of Raised Pavement Markers 43 The Contractor shall remove raised pavement markers including epoxy or other 44 adhesive in a manner than will not damage the underlying pavement. Any 45 damage to the underlying pavement caused by the Contractor's operations shall 46 be repaired to the. satisfaction of the Engineer at no additional cost to the 47 Contracting Agency. Debris resulting from the pavement marking removal shall 48 become the property of the Contractor and shall be disposed of outside the • 49 project limits. 50 51 Removing Traffic Button 52 The Contractor shall remove and dispose of existing traffic buttons prior to 53 planing the pavement. Any damage caused to the pavement to remain shall be -54 • repaired to the satisfaction of the Engineer at no additional cost to the 55 Contracting Agency. 56 57 Removing Cement Conc. Sidewalk 58 The Contractor shall use a sawcut to delineate the sidewalk to be removed. The 59 Contractor shall take care to avoid damaging adjacent sidewalk, curb and gutter 60" to remain. Sidewalk to be removed shall be excavated to a depth sufficient to • SR167 • 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) '40 1 1 allow re{ . •ement of the sidelwalk. Removed terial shall be disposed of • 2 outside K ;ct limits. Any damage caused to tl` - adjacent sidewalk, curb and ' , 3 gutter to remain as a result of the Contractor's operations, shall be repaired to . 4 • the satisfaction of the Engineer at no additional cost to the Contracting Agency. 5 6 Force Account-Replace Cement Conc. Curb 7 Where called for by the Engineer the Contractor shall remove the damaged 8. existing traffic island curbing, and traffic curbing, and replace in accordance with 9 the Standard Plans. 10 . 11 Force Account-Replace Catch Basin • 12 At the location indicated in the Plans the Contractor shall, excavate and remove 13 the existing damaged catch basin. A new catch basin shall be installed and the 14 storm sewers reconnected. . 15 16 Force Account-Adjust Drainage Structures, Valves and Monuments 17 At the locations shown in the Plans and as directed by the Engineer, 18 monuments, valves and drainage structures shall be adjusted to finished grade. 19 20 Measurement . 21 Section 2-02.4 is supplemented with the following: 22 • 23 (******) . • 24 Curb and gutter removal will be measured by the meter along the line and slope 25 of the existing curb and gutter prior to removal except when located within the 26 limits for roadway excavation. 27 . . 28 . Raised pavement marker removal will be measured per hundred markers 29 removed. 30 . • • . 31 Payment • 32 Section 2-02.5 is supplemented with the following: 33 . . • 34 (******) . 35 "Removing Cement Conc. Curb and Gutter", per meter. - 36 - The unit contract price per-.meter for"Removing Cement Conc. Curb and Gutter" 37 shall include all costs for sawcutting. .. 38 • 39 "Removing Raised Pavement Marker" per hundred. . 40 41 "Removing Cement Cone. Sidewalk", per m2. . . 42 43 "Removing Traffic Button", per each. . 44 45 "Force Account- Replace Catch Basin . 46 47 "Force Account- Replace Cement Conc. Curb". 48 1 49 "Force Account-Adjust Drainage Structures, Valves and Monuments". 50 51 When replacement of damaged catch basins and traffic curb is required and 52 adjustment to grade for monuments, drainage structures, valve covers, or 53 monuments are warranted as determined by the Engineer, payment for this work 54 shall be by force account as provided in Section 1-09.6. To provide a common 55 • basis for al bidders, the Contracting Agency has estimated an amount for"Force 56 Account- Replace Catch Basin", "Force Account=Replace Cement Conc. Curb", 57 and "Force Account - Adjust Drainage Structures, Valves and Monuments" and 58 has entered the amount in the Proposal to become part of the total bid by the 59 Contractor. 60 • . SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 41 1 Payr t for "Force Account - Replace CE Basin" shall include all work 2 assn.. °ed with excavation, removal, osal, replacement structure, - 3 reconnection of storm sewers, and other drainage, and back filling in accordance • . 4 with the Standard Specifications. 5 6 Payment for "Force Account - Replace Cement Conc. Curb" shall include all 7 materials and labor to remove damaged curbing and install new curbing for 8 traffic islands and turn lanes, as well as repair of islands to the satisfaction of the 9 Engineer. 10 11 12.GR2 12 CONSTRUCTION GEOTEXTILE 13 14 1203.GR2 15 Construction Requirements 16 Section 2-12.3 is supplemented with the following: 17 18 COVER3 19 (******) 20 Temporary Drainage Structure Cover 21 Catch basins and grate inlets shall be provided with filter covers as detailed in • 22 the Plans prior to saw cutting or planing of pavement. Filters shall remain 23 functional until uphill area have been stabilized and pavement operations 24 completed. Filter Covers shall be removed when no longer required for 25 sediment control. 26 27 Measurement • 28 Section 2-12.4 is supplemented with the following: 29 30 (******) 31 Temporary drainage structure covers will be measured per.each catch basin or 32 grate inlet receiving a filter cover. 33 34 Payment 35 Section 2-12.5 is supplemented with the following: 36 37 (******) • 38 "Temp. Drainage Structure Cover," per each • 39 Removal of temporary drainage covers shall be,included in the unit cost for 40 installation. • 41 42 01.GR3 43 PRODUCTION FROM QUARRY AND PIT SITES 44 45 0102.GR3 46 Material Sources, General Requirements 47 Section 3-01.2 is supplemented with the following: 48 49 01021.GR3 50 (March 13, 1995) 51 Permits For Pit Operations In King County 52 The Contractor is advised that King County may require the Contractor to meet 53 any or all of the following listed conditions before considering issuance of a 54 temporary permit for pit operations within King County: 55 56 1. Security fences and locking gates shall be installed where deemed 57 necessary by the King County Department of Building. Cable or wire 58 gates are not acceptable. 59 60 2. Hours of operation shall be limited to: 7:00 a.m. to 7:00 p.m. SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 42 • 1 2 3. ess roads shall be improved and rn ained to the satisfaction of 3 me King County Department of Public Works. A haul road agreement 4 for County road maintenance may be required. • 5 6 All roads shall be swept, washed, or both, by the Contractor at the 7 Contractor's expense as often as the Department of Building deems 8 necessary. 9 . 10 Property shall have functional access to an arterial level street. 11 12. 4. All operations will have to be approved by King County Flood Control 13 for drainage plans, Washington State Department of•Ecology, and 14 Puget Sound Air Pollution Control Authority. 15 . 16 Those properties near or adjacent to any-water body shall have written 17 approval from the State of Washington Department of Fisheries. 18 19 The Contractor shall obtain a mining reclamation permit from the State 20 of Washington Department of Natural Resources for sites of over three 21 acres in size of disturbed land or resulting in pit walls more than thirty 22 feet high and steeper than one to one slope. 23 24 5. No stockpiling of foreign excavated material is permitted on the site 25 except for those materials to be used in the land rehabilitation of the . 26 subject property. 27 28 6. No signs other than signs required by Chapter 24.42, King County 29 Zoning Code are authorized as a result of the temporary permit. 30 31 7. Plans required: . 32 33 a. Scale of Plot Plans 34 ' 35 Site Size: less than 10.acres 1 inch = 50 feet 36 37 10 to 100 acres 1 inch = 100 feet 38 39 over 100 acres ' ' 1 inch = 200 feet ' 40 41 b. Contours 42 43 . Show existing and proposed contours at 5-foot intervals. If 44 existing and proposed contours are superimposed upon one 45 another it must be clear as to which is which. Plans which 46 incorporate a screening process may be required by the 47 County to distinguish said contours. 48 • 49 Finished contours must show how the' property can be used 50 under the existing zoning. Plans showing daylighting of 51 property to road grade or below with high 2:1 slope walls will ' 52 no longer be permitted within the R, S, or G zones. The plans 53 must contain large terraces which will permit the lot sizes and 54 roads that are permitted within the zone. 55 56 c. Sections 57 58 Show a minimum of two sections in each direction. 59 60 d. Maximum Slope SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 43 1 I I 2 Cuts shall not be steeper i1_ .___)pe than two horizontal to one • 3 vertical unless the owner furnishes a soils engineering or an 4 engineering geology report certifying that the site has been -' 5 investigated;and indicating that the proposed deviation will not 6 endanger any private property or result in the deposition of 7. debris on any public way or interfere with any existing 8 drainage course. 9 10 e. Fill Slopes 11 12 No fill shall be made which creates an exposed surface 13 steeper in slope than two horizontal to one vertical. 14. 15 f. Benches on Slopes . 16 . . 17 There shall be a 10 foot wide bench sloped into the hillside for 18 every 50 feet in height. 19 20 g. Setbacks 21 22 Material and vegetation shall be left in its natural state: " 23 24 50 feet from any FP, A, G, S, or R zoned property; • 25 26 20 foot setback which includes a 6 foot high planted berm 27 along any public right-of-way; 28 29 . 20 feet from M, B, or CGzoned property; 30 31 10 feet from QM or FR zoned property. 32 • 33 Plans shall show type of vegetation existing.within the buffer 34 zones. 35 • 36 h. Drainage 37 38 :. • All drainage facilities shall be designed to carry surface'waters 39to the nearest practical street,. storm drain, or natural water- 40 course. Adequate provisionshall be made to prevent any 41 surface waters from damaging the face of an excavation or fill. 42 All slopes shall be protected from surface water runoff from 43 _ above by berms or swales. 44 45 The Contractor is further advised that King County may require conditions which 46 are in addition to the foregoing list and that the County may reject permit 47 applications at its discretion because of the proposed operations proximity to 48 schools, residential neighborhoods, hospitals, arterials, or for other 49 environmental conditions. 50 51 When there are discrepancies between the requirements of the State and the 52 County the more stringent specifications shall apply. 53 54 Should the Contractor fail to comply with any requirements of a temporary permit 55 obtained in the Contracting Agency's name, the Contracting Agency will take the 56 necessary action to meet these requirements and any costs incurred by the 57 Contracting Agency will be deducted from monies due or to become due the 58 Contractor. . 59 60 04.GR5 SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 44 . 1 ASPHALT C^"1CRETE PAVEMENT 2 3 0402.G R5 4 Materials 5 Section 5-04.2 is supplemented with the following: 6 7 F04026 8 (November 23, 1998) 9 In lieu of using asphalt cement meeting the requirements of Section 9-02.1(4), 10 the Contractor shall use PG *** 64-22 *** asphalt cement meeting the 11 requirements of AASHTO MP1 inthe production of asphalt concrete pavement 12 *** Class B and asphalt concrete for preleveling Class G***. 13 14 The use of RAP in the asphalt concrete mixture is limited to a maximum of 20%. 15 16 0403.GR5 17 Construction Requirements 18 19 040311.GR5 20 Joints 21 Section 5-04.3(11) is supplemented with the following: 22 23 F0403111 24 (March 13, 1995) 25 The asphalt.concrete pavement overlay shall be feathered to produce a 26 smooth riding connection to the existing pavement. 27 28 Asphalt concrete pavement Class *** B ***, utilized in the construction of the 29 . feathered connections, shall be modified by eliminating the coarse 30 aggregate„from. the mix at the Contractor's plant or the,commercial source 31 or by raking the joint on the roadway, to the satisfaction of the Engineer. 32 33 040313.GR5 34 Surface Smoothness 35 36 S0403132 37 (March 13, 1995) 38 The.second sentence of Section 5-04.3(13) is deleted ,and replaced with the 39 ' following: 40 41 ' The completed surface of the wearing course 'of the following sections of 42 highway shall not vary more than 6.millimeters from the lower edge of a 3 43 meter straightedge placed on the surface parallel to centerline: 44 45 1. SR 167 42+325 to 46+033 46 47 The completed surfaceof the wearing course of all other sections of 48 highway shall not vary more then 3 millimeters from the lower edge of a 3 49 meter straightedge placed on the surface parallel to centerline. 50 51 040314.GR5 52 ' Planing Bituminous Pavement 53 Section 5-04.3(14) is supplemented with the following: 54 55 0403141.M R5 56 (March 13, 1995) 57 Prior to beginning the planing operations, the Contractor shall submit a 58 method of operation to the Engineer for approval. 59 SR167 1-405 VIC TO SR 900 COUPLET • 00A002 (03/01/00) 45 • 1 Contractor shall plane a 150 meter section to be evaluated by the 2 L...:neer for compliance with the surface, _....erance. The test section shall 3 have a minimum width of 3 meters. Production planing will not begin until 4 the Engineer is satisfied with the results of the test section. _- 5 6 If at any time during the planing operation the Engineer determines the 7 . required surface tolerance is not being achieved, the Contractor shall stop 8 planing. Planing shall not resume until the Engineer is satisfied that 9 specification planing can be produced or until successful completion of 10 another test section. The forward speed during production planing shall not 11 exceed the speed used for the test section. 12 13 The completed surface after planing and prior to paving shall not vary more 14 than 6 millimeters from the loweredge of a 3 meter straightedge placed on 15 the surface parallel or transverse to the centerline. The planed surface shall 16 have a matted texture and the difference between the high and low of the 17 matted surface shall not exceed 3 millimeters: 18 19 Pavement repair operations, when required, shall be accomplished prior to 20 planing. 21 22 0403142.GR5 • 23 (January 5, 1998) 24 Transverse Joints 25 The full depth end of each lane of planing shall be squared off to form a 26 uniform transverse joint. The Contractor shall construct and maintain a 27 temporary asphalt concrete wedge across the entire width of the transverse 28 • edge, when traffic is allowed on the planed surface prior to paving. The 29:- wedge shall be constructed before opening the lane to traffic. The •. 30 Contractor shall remove the wedge immediately prior to paving. • 31 - 32 'WEDGE . 33 (******) 34 " " Temporary Wedge for Structures and Covers , 35 . The Contractor shall construct and maintain a temporary asphalt concrete 36. _ wedge across all monuments, cases and covers, valve covers, and 37' . drainage structures when trafficis allowed on the. planed surface more than 38:. ... -_• two calendar days prior to paving. The wedge shall be constructed before 39,.... . . opening the lane to traffic. The Contractor shall_ remove the wedge 40: immediately prior to paving. 41 42 Butt joints shall be provided with temporary wedge prior to allowing traffic on 43 open lanes. 44 45 CURB 46 PRECAST TRAFFIC CURB AND BLOCK TRAFFIC CURB 47 Description 48 Section 8-07.1 is supplemented with the following: 49 . 50 (******) . • 51 This work shall consist of cleaning and painting existing curb. 52 53 Construction Requirements ° 54 Section 8-07.3 is supplemented with the following: 55 • SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 46 1 J(***, ' 2 Clea g Existing Traffic Curb 3 Existing traffic curb and edges of existing traffic islands shall be cleaned by 4 pressure washing to remove all contaminants within the areas to receive 5 paint. 6 7 Measurement 8 Section 8-07.4 is supplemented with the following: 9 10 (******) 11 Painting existing traffic curb will be measured per meter of side painted. 12 13 Payment 1415 Section 8-07.5 is supplemented with the following: 16 (******) 17 "Paint Existing Traffic Curb," per meter. 18 . 19 All costs involved in cleaning of the curbs prior to painting shall be included in the 20 unit contract price for"Paint Existing Traffic Curb". 21 22 13.GR8 23 MONUMENT CASES 24 25 ADJMON 26 (NWR March 6, 2000) 27 Description • 28 Section 8-13.1 is supplemented with the following: 29 30 This work shall consist of resetting or replacing monument case and covers 31 disturbed by the proposed contract work in accordance with the Standard Plans. 32 33. Construction Requirements 34 Section 8-13.3 is supplemented with the following: 35 36 Resetting Monument Cases 37 The Contractor shall visually locate and note-all right-of-way, alignment, property 38 corner, and other legal monuments that may be disturbed by contract work. The 39 Contractor shall verify each monument which may be disturbed has been 40 referenced by the Contracting Agency prior to commencing work within the 41. vicinity. . 42 43 The Contractor shall use care to avoid disturbing monuments and monument 44 cases. Any damage or disturbance to the monument case as a result of the 45 Contractor's operations shall be repaired and reset to its original position at no 46 cost to the Contracting Agency. 47 48 Any -monument-disturbed;;shall.,..be";:-provided <with .a:,monument-case,,,to>>allow 49 resettirignby .tha:Go i r tinaAgoncy. 50 51 20.GR8 52 ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL 53 54 FLOOPREP 55 Description 56 Section 8-20.1 is supplemented with the following: 57 58 (******) 59 This work includes abandoning in place and replacement of traffic signal loops. 60 SR167 . 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 47 rl •Materiah 2 Section 8 2 is supplemented with the following: 3 4 Equipment List and Drawings 5 Section 8-20.2(1) is supplemented with the following: 6 7 (******) 8 Manufacturer's data for materials proposed for use in the contract which 9 require approval shall be submitted in one complete package. 10 11 Conductors, Cable 12 Section 9-29.3 is supplemented with the following: 13 14 (******) 15 Detector loops shall use No. 14 stranded copper conductors, Class B, with• 16 Type XLP/USE insulation. 17 18 Vehicle Detector 19 Section 9-29.18 is supplemented with the following: 20 21 (******) 22 Loop sealant for use in ACP pavement shall be one of the following: 23 24 • 1. MSI34271 25 2. Max Cutter Seal No. 3 26 3. 3M Black 5000 27 28 Loop sealant for use on concrete bridge decks and PCC pavement shall be 29 one of the following: 30 31 • . 1. 3M Black 5000 32 2. Gold Label Flex 1P 33 3. QCM 34 35 Installation shall conform to themanufacturer's recommendations. 36 . 37 Construction Requirements 38 General 39 Section 8-20.3(1) is supplemented with the following: 40 41 (******) . 42 Traffic Loops 43 The Contractor shall notify the NW Region Traffic Signal Operations group 44 through the Engineer a minimum of five working days in advance of 45 pavement removal in the loop areas. 46 47 If replacement loops are not operational within 48 hours, the Contractor 48 shall install and maintain interim vehicle detection at no additional cost to the 49 Contracting Agency until the permanent loops are in place. The type of 50 interim detection furnished shall be approved by the Engineer prior to 51 installation. 52 53 Wiring 54 Section 8-20.3(8) is supplemented with the following: 55 56 (******) 57 All splices shall be made in the presence of the Engineer. 58 59 Induction Loop Vehicle Detectors 60. Section 8-20.3(14)C is supplemented with the following: SR167 • 1-405 VIC TO SR 900 COUPLET . 00A002 (03/01/00) 48 1 I 2 1 Lool, )placement . • 3 Trait- ,lops shall be.replaced where shown in-Zne Plans or where indicated 4 by the Engineer. , 5 . . • 6 • If stop bar loops are replaced, they shall be installed over existing loops. 7 8 If advance loops are replaced, they shall be installed immediately ahead of • 9 • • or behind the existing loops. The Contractor shall avoid cutting through the 10 existing loop or lead-in to minimize downtime. • 11 12 Induction Loop Sealant for Portland Concrete Cement Pavement 13 Loop sealant for Portland cement concrete pavement shall be one of the • 14 following: 15 . 16 1. • 3M 17 2. QCM . 18. 3. Gold Label Flex 1 P (one part sealant) 19 20 Round Loops . 21 Round loops shall be constructed in accordance with the following 22 requirements: . 23 24 1. Loop conductor shall conform to these Special Provisions. Loop 25 lead-in cable shall conform to Section 9-29.3. 26 2. Round sawcuts shall be 1.83 meters in diameter and shall be 27 constructed using equipment designed for cutting round loops. - 28 The equipment shall use a concave, diamond-segmented blade. 29 'The sawcutsshall be vertical and shall be a minimum of 6.35. mm 30 . 'wide. The sawcut depthshall be a minimum of 65 mm and a 31 maximum of 75 mm measured at any point along.the perimeter, 32 except on bridge decks. Other methods of constructing the round 33 sawcut, such as anchoring a router or flat blade saw, will .not be 34 allowed. . 35 . -3. The bottom of the-sawcut shall be smooth. No edges created by • 36 differences in sawcut depths will be allowed. . 37 '. , . -. 4.. All sawcut corners shall be rounded to a-minimum 41 mm radius. 38 •5. All sawcuts shall be cleaned with a 6.9 Mpa high pressure washer - ' 39 .-• ascertified by the: manufacturer's label on the machine or as' 40 measured by an in-line pressure gauge. Wash water and slurry' 41 shall be vacuumed.out and blown dry with compressed air rated- at 42 a minimum 1MPa. - 43 6. Loops shall be installed after all grinding and prior to paving the 44 final lift of asphalt. 45 7. The loop shall constructed using 4 turns of conductor. The 46 conductor shall be installed one turn on top of the previous turn. 47 , All turns shall be installed in a clockwise direction. The conductors 48 shall be secured to prevent floating with 51 mm lengths of high 49 temperature foam backer rod sized for a snug fit. The backer rod 50 shall be spaced at 0.6 meter intervals around the perimeter of the 51 sawcut and at corners. 52 8. Loop sealant shall be-installed in 2 layers. The first layer shall be 53 allowed tocool before the second layer ,is applied. Installation of 54 the sealant shall completely encapsulate the loop conductors. A 55 minimum of 25 mm of sealant shall be provided between the top of . 56 the conductors and the top� of: the sawcut. The twisted 57 polypropylene rope noted in,Standard Plan J-8a is not allowed. 58 59 Inductive Loop Vehicle Detectors 60 Item 1 in the first paragraph of Section 8-20.3(14)C is revised to read: . SR 167 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 49 • 1 i 2 Loop wire shall be No. 14 strand__ copper with XHHW or THWN 3 insulation conforming to IMSA 51-3 requirements encased in 7 mm 4 outside diameter polyurethane tubing conforming to IMSA 51-5 5 requirements. . 6 7 Section A-A and B-B of the Standard Plan J-8a are revised to read: 8 .. . 9 • 2. The width of the sawcut for Section A-A shall be at least 1 mm wider 10 than the diameter.of the loop wire up to a maximum of 7 mm. The 11 width of Sections B-B and C-C shall be at least 1 mm wider than twice 12 the diameter of the loop wire, up to a maximum of 14 mm. 13 14 Test for Induction Loops and Lead-in Cable 15 Section 8-20.3(14)D is supplemented with the following: 16 17 (******) _ , 18 If grinding occurs in the•area of existing induction loops and.the Engineer 19 suspects that damage to any loop may have resulted or believes it possible 20 that a loop is not operating adequately, the Engineer may direct the 21 Contractor to perform the field tests specified in this section. The test • 22 results shall be recorded and submitted to the Engineer. Loops which fail 23 . •. any of the specified tests shall be replaced. 24 25 Measurement 26 Section 8-20.4 is supplemented with the following: ' 27 . 28 . (******) 29.. Replacement of existing loops will be measured per each complete installation. 30 31 . Payment _ 32 Section 8-20.5 is supplemented with the following:, 33 34 (******) 35 "Loop Replacement Type ", per each: • 36 , All costs for the replacement of traffic loops, along with associated testing of new • 37 loops, shall be included in the contract price for "Loop Replacement Type __",. • 38 per each. 39 40 "Force Account- Loop Testing" as provided in Section 1-09.6. 41 For the purpose of providing a common proposal for all bidders, the Contracting 42 Agency has entered an amount for the items"Force Account - Loop Testing" in 43 the bid proposal to become a part of the total bid by the Contractor. 44 45 PERMSIGN.DT1 46 PERMANENT SIGNING 47 Materials 48 49 PERMSIGN2.DT1 50 (NWR March 6, 2000) 51 Hardware 52 Section 9-28.11 is revised to read: 53 54 All steel parts shall be galvanized per AASHTO M111. Steel bolts and 55 ' connecting hardware shall be galvanized per AASHTO M232. 56 57 PAVEMARK.DT1 SR167 I-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 50 . • 1 PAVEMENT "IARKING i 1 2 3 MARKINGS 4 Section 8-22.1, Crosswalk Stripe and Drainage Marking, are deleted and replaced 5 with the following: 6 . 7 (******) 8 Crosswalk Stripe 9 �A SOLID WHITE line, 100 millimeters wide and 3 meters long conforming to 10 details in the contract. • 11 12 Drainage Marking ' • 13 Drainage markings shall consist of white plastic pavement marking material, of 14 the size and shape detailed in the Plans, placed at the location of cross culverts 15 and drainage structures. . 16 17 STDPLANS.MR9 18 STANDARD PLANS 19 (January 3, 2000) 20 The State of Washington Standard Plans for Road, Bridge and Municipal 21 ,:Construction [M21-01 (metric) transmitted under Publications Transmittal No: 99-063, . 22 effective January 3, 2000 is made a part of this contract. . 23 . 24 The Standard Plans are revised as follows: • 25 • 26 K-1 through K-18 27 These plans shall not be used on projects administered by WSDOT. 28 ' 29 The following are the Standard Plan numbers applicable at the time this project was. • 30 advertised. The date shown with each plan is the publication approval date shown in 31 the lower right-hand corner of,that plan. Standard Plans not having this date shall not 32 be used in this contract. • 33 ' 34 A-1 • 10/08/99 C-6a 1/10/97 G-4b 2/07/97 35 A-2 12/23/98 C-6c 1/10/97 G-7 7/03/97 36 A-3 5/09/97 C-6d. 1/10/97 G-8 10/08/99. 37 A-4 2/07/97 C-6f 1/10/97 G-8a 10/06/99 38 C-7 8/10/98 'G-9a#1 4/02/99 • 39 . B-1 2/07/97 C-7a 1/10/97 G-9a #2 4/02/99 40. 8-1a 2/07/97 C-8 8/10/98 G-9b#1 4/02/99 41 ' B-lb 2/07/97 C-8a 5/24/96 G-9b#2 4/02/99 42 B-1 e. 2/07/97 C-8b 7/17/98 G-9b#3 4/02/99 43 B-1 z 5/09/97 C-8c 8/01/97 44 B-2 2/07/97 C-8d 7/18/97 H-1 7/18/97 45 B-2a ' 2/07/97 C-8e 4/02/99 H-la 7/18/97 46 B-2b 7/03/97 . C-9a 7/03/97 H-1 b 4/02/99 47 B-2c 7/25/97 C-9b 7/03/97 H-1c 8/01/97 48 B-3 2/07/97 C-10 • 7/31/98 H-1d 7/03/97 49 B-3a 2/07/97, C-11 2/19/99. . H-1 e 7/03/97 50 B-4b 7/03/97 C-11 a 2/19/99 H-2 8/01/97 51 B-4c • 7/03/97 C-11 b#1 2/19/99 H-3 8/01/97 52 B-4f 2/07/97 C-11 b #2 2/07/97 H-3a 2/07/97 53 B-4g 7/18/97 C-12 8/01/97 H-4#1 1/22/99, 54. B-4h 2/07/97 C-13 #1 4/16/99 H-4#2 ' 1/22/99' 55 B-7 • 2/07/97 C-13 #2 4/16/99 H-4#3 • 1/22/99 56 . B-7a 2/07/97 C-13a 4/16/99 H-5 7/03/97 57 B-8 2/07/97 C-13b 4/16/99 H-5a 7/03/97 58 B-8a 7/25/97 • H-5b 7/03/97 SR167 ' 1-405 VIC TO SR 900 COUPLET 00A002 (03/01/00) 51 1 • B-9 ' 2/07/97 D-la#1 10/06/9 H-5c 8/01/97 2 B-9a. 7/03/97 D-la#2 10/06/9.•- H-5d 8/10/98 - 3 B-9b • 2/07/97 D-1 b#1 • 10/06/99 H-6 2/21/97 4 B-9c • • 7/03/97 D-1 b#2 10/06/99 H-7 8/10/98 5 B-9d 7/03/97 ' D-1 c#1 10/06/99 H-8 9/18/98 • 6 B-11 2/07/97 0-1c#2 10/06/99 . 1-1-9 . • •12/02/96 7 B-13 12/04/98 D-1 d#1 10/06/99 H-10 5/29/98 8 B-18 5/09/97 0-1d#2' 10/06/99 H-12 2/07/97 9 B-18a 2/07/97 ' 0-1e#1 10/06/99 H-13 1/19/96 10 B-18b• 2/07/97 - D-1 e#2 10/06/99 H-13a 2/07/97 11 B-19 2/07/97 D-1f#1 10/06/99 H-14#1 4/23/99 12 B-20d 5/09/97 D-1f#2 10/06/99 H-14#2 4/23/99 13 B-21 2/07/97 . D-2a ` 2/07/97 14 B-21a• 8/10/98 . D-2b 2/07/97 I-1 7/03/97 15 B-22 8/01/97 D-2c 2/07/97 1-2 4/23/99 16 B-22a 8/01/97 D-2d 2/07/97 '1-3 8/20/99 17 . B-23a 2/07/97 D-2e 2/07/97 18 B-23b 2/07/97 D-2f 2/07/97 J-lb 10/08/99 19 B-23c • 2/07/97 D-2g 2/07/97 . J-1 c 4/24/98 20 B-23d 5/09/97 D-2h 2/07/97 J-1 e 2/07/97 • 21 B-25 7/03/97 D-2i 2/07/97 J-1 f 8/01/97 22 • B-26 7/03/97 D-2j 2/07/97 J-3 8/01/97 23 , , B-27 8/01/97 . .0-2k • ' 2/07/97 J-3b 2/07/97 • 24 B-28 10/06/99 D-2I • 2/07/97 J-3c 2/07/97 25 B-29 4/24/98 0-2m 2/07/97 J-3d 4/02/99. 26 B-30 8/10/98 D-2n 2/07/97 J-5 • 8/01/97 27 ' D-2o . 2/07/97 J-6c 2/21/97 28 C-1 7/31/98 D-2p 2/07/97- J-6f ' 2/21/97 29 C-la 1/08/99 D-2q • 2/07/97 J-69. 8/01/97 • 30 C-lb#1 1/08/99 D-2r 2/07/97 J-6h ' 2/21/97 • 31 C-1 b#2 • 7/31/98. D-2s 2/07/97 J-7a 8/06/99 32 C-1 c ' 1/11/97 ID-:2t 2/07/97• J-7c 6/19/98 33 C-1d - 1/11/97 D-2u1 • • 4/18/97 . • J-7d 4/24/98 34 C-2 5/22/98 D-2v 2/07/97' J-8a 8/01/97 35 .0-2a ' 7/17/98 D-2w. ' 2/07/97 " J-9a 4/28/98 - 36 C-2b 6/12/98 D-2x 2/07/97' '. . •J-10 7/18/97 • '37 C-2c 1/08/99 D-2y 2/07/97 . J-11a 4/02/99 38 C-2d 5/22/98 D-4 12/11/98 • • 39 C-2e 1/10/97 . D-6 6/19/98 K-1 12/01/95 40 ' C-2f • • 1/10/97 , D-7 10/06/99. , K-2 12/01/95 41 - • C-2g 3/28/97 D-7a 10/06/99' • K-3 12/01/95 42 C-2h 1/10/97 D-9 12/11/98 K-5 12/01/95 43 C-2i 1/10/97 K-7 12/01/95 44 C-2j 6/12/98 E-1 2/07/97 K-8 12/01/95 45 . C-2k • 1/10/97 E-2 5/29/98 K-10 . 12/01/95 46 C-2m 7/03/97 E-5 5/29/98 K-11 • 12/01/95 47 • C-2n 1/10/97 K-13 12/01/95 48 C-2p 1/10/97 F-1 9/12/97 K-16 12/01/95 49 C-3 8/10/98 'F-2 8/27/99 K-17 12/01/95 50 C-3a 1/10/97 F-2a 12/8/95 K-18 12/01/95 51 C-3b 1/10/97 F-2b 3/14/97 - • 52 C-3c 8/01/97 F-3 9/12/97 L-1 2/07/97 53 C-4a 1/10/97 G-2 7/02/98 . L-2 2/07/97 54 C-4b 8/13/99 G-2a • 7/02/98 L-3 5/24/96 55 C-4e 7/31/98 G-3 7/02/98 L-5 • 7/31/98 56 • C-5 1/10/97 G-3a 7/02/98 L-5a 7/31/98 57 . C-6 1/10/97 G-4a • 4/02/99 . L-6 1/10/97 58 • • 59 60 SR 167 1105 VIC TO SR 900 COUPLET 00A002 (03/01/00) • 52 • • L I I • 1 I • N T.23N. RN,SE. W.M.INDEXWm ?tit t U '^ 1 y RE ' ON = z z r, W W ■ a AIR'' RT.L a> W W B i W > > N S 124TH ST rig a a < a '� _ fr N 6TH ST � L PLAN . i • 1• z m. )11111nE A A.41111111)11111141111.,SHEET \ :/ 1144,1 REFERENCE. N 01, kJ- 'Milli yeDDok 70 NO No TITLE i Am 1"6--.1III A �►4 ��� Apoi ,s, SS co 1I INDEX / VICINITY MAP• s LANGSTON RDS 732NDU 2 - 3 S0 1 - $0 2 J : N/SIGNlNG UMMARY OF A '� S 133RD ST ® AIRPORT WAY' '"I' to OUANT �F B �/� 4 - 6 OT 1 - OT 3 7 518 - 15 1P8 PLAN "4.4040. 1 � ��v 16 - 18 MDI - MD3 MISC. DETAILS 13 900q ��iil� Boo S� %�� \ 17 `, ~ ! r 19 MD4 DRAINAGE MARKING LOCATIONS �G� � ��4,S1o�1��®I��il s. F•} v. co 20 /Am �° 27 - 29 M05 NOISE SHIELD DETAIL �iOck R :- 4 -4 .a ®11 Mille \ y yN 21 - 26 DLI - DL6 DETECTION LOOP PLAN cTY30 - 33 LI - L3 ROUND LOOP DETAIL pEip FI1Ir ` ITN 174 ITS PLAN a \ 7---+-1: 34 - 36 [TO1 - I TD3 VALLEY sw 7TH ST he " ' 3; ITS DETAILS S 7TH ST, Oy 37 - 38 CS1 - C52 CONSTRUCTION SIGN SPEC IF I CAT I ON• iiiS G�p 111 pp 39 - 40 CI - C2 CONSTRUCTION SIGNS 'ate Q p 41 - 47 - a 1TC7 : TRAFFIC CONOTROL wA� 48 - 49 SD1 - SO2 - - caAp7 `'- � DETOUR StCN..SPECIFICAU:IONS - - ---" - , , _ _;Dl. r-". :: DETOUR'*PLAN,�BR2,&,.CR2a . .._ ..r,_...:::. :::-_.,:. - • 5 I E. OUR PLAN (YN11.,_ -f.-„,L,-;.,:::=7',. ,_-........__,.__.,--.__ - 24 x-. F,I. NT y. • - AVE RUR - - - -' -'''j:� BAN s s-- E D NH I '---: S QST _ . " ,. _ _ ,.. 0. 67 (029) � �. � ! - - - - .. W� 16TH : 29 • END. PNov l� JECT *iii'"- -_ - � a p r -. - 167 • • 2 2 • _ . . a.. _ .,-":-y,.:: : S_TA._ 4.6+,0.3:3:000: �� -n cc" • III , -.• ;,., _. - .:. - ., - _..:__..-" .;. -.. .' -. - _ .. 'STRANDER •-• - -._ _ .27TH_ - - - .__ .- .. .. _... -. BLVD , ,�. = .._ ,� IIII .-.-:- r us J y F 25 3 W _ 1 SE SEiinik CO . ST .4 0 31ST Nii ST BEGIN NH-0167 (029) • SW 34TH. ST N PRELIMINARY PLANS BEGIN PROJECT W _ ssa Y cs...J \Ni. O .( SUBJECT TO CHANGE SR 167 MP 25.00 ¢ 7/2000 a DATE• ) ¢ _ SW 41ST ST SE 176TH ST • Proo Set 3/1/200c) STA 42+325.000 z S 1 0111'1 �� ST SE 43RD ST D - ipP80TH RD SE!S 180TH STI Nnill PLAN W Eli e a REFERENCE ,�+ ?___J I NO. NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS Q Ul 4 F NORTHWEST REGION — AND MATCH LINE SHEET REFERENCES,"ETC., THROUGHOUT THE PLANS. g x 32 33 PROJECT DEVELOPMENT SHEET REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. cc I I I I r N SHEETS - • 0 ' 250. 500 , 750 ' 1000 SCALE IN METERS — REo01 STATEFED.AID PROJ.NO. - - DESIGNED BY K. HALL 1/3/00 — - I 10 WASH SR 167 ENTERED BY P. DO 1/3/00 Washington State 1-405 VIC TO SR 900 COUPLET ALL SHEETS OF THESE PLANS SHALL CHECKED BY A. AMIRI 1/3/00 ,)08 HUMBER NH-0167(0291 Wil g SHEET SIGNADEENEAFC STAYAPVON THIS SHEET 'I/ De artment of Transportation PROJ. ENGR. G. L. McKEE 1/3/00 OOA002 p P REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT H0.- APPROVED DATE DATE - REVISION BY INDEX / VICINITY MAP JETS SUMMARY.OF QUANTITIES I DOT RGG900 3!1/2000 SUB TOTAL SUB-TOTAL GROUP 1 GROUP 2 GROUP 3 ITEM TOTAL SECTION SECTION STD, SR 167 SR 167 THIRD NO I-072(1) I-07.2(2) ITEM UNIT ITEM QUANTITY OF OF N0. 42+325 44+690 PARTY STANDARD STANDARD TO TO DAMAGE SPECS SPECS 44+690 46+033 I I I I I I I PREPARATION 1 1 I LUMP SUM I I LUMP SUM 0001 L.S. MOBILIZATION I I _ 2 I I I I 1 LS. L.S. 3 I 5.00 I 6.00 (0540 1 m2 REMOVING( CEMENT CONC.SIDEWALK I 6.00 t I I 5.00 10545 1 m I REMOVING CEMENT CONC.CURB AND GUTTER 5.00 14 1 1345,00 I I 1345.00 10900 I m REMOVING TEMPORARY PAVEMENT MARKING I 825.00 520 00 L 1 5 1 58.00 I I 58.00 1 0904 1 EACH 'REMOVING PLASTIC TRAFFIC ARROW 1 1.00 57.00 6 253.00 253.00 0908 m2 REMOVING PLASTIC TRAFFIC MARKING1 (7 I 50.00 I I 50.00 1 0201 I EACH REMOVING TRAFFIC BUTTON �25J L I I I I I I I • I 67.40 I 67.40 10208 I HUND (REMOVING RAISED PAVEMENT MARKER I 36.30 1 L 31.10 36.30 L I 15.54 I I I I LIQUID ASPHALT L I I 15.54 8722 I t (ASPHALT FOR TACK COAT I 8.12 7.42 10 1 6870.00 I ( 6870.00 15334 I DOL (ANTI STRIPPING ADDITIVE I 3,590.00 3,280.00 L LI I I I I I I ASPHALT CONCRETE PAVEMENT 11 I 15200.00 I I 15200.00 15703 I 001 CRACK SEALING I 7,100.00 8,100.00 1 12 I 38625.00 I I 38625 00 1 8840 I m2 PLANING BITUMINOUS PAVEMENT5,775.00 32,850.00 13 I 400.00 I I ( 400 00 88641 1 t (ASPHALT CONC.FOR PRELEVELING CL G PG 64-22 I 400.00 14 6970.00 I 1 6970 00 (8823 ( t (ASPHALT CONC.PAVEMENT CL B PG 64-22 - ( 2,430.00 4,540.00 1 15 1 10970.00 I 1 10970.00 1 5830 1 DOL (JOB MIX COMPLIANCE PRICE ADJUSTMENT - 1 5,600.00 5,370,00 16 5500.00 I I 5500.00 1 5835 I DOL (COMPACTION PRICE ADJUSTMENT ( 2,900.00 2,00.00 LI I I I I I -- • I I I I I •EROSION CONTROL AND PLANTING' 17 2000.00 I I 2000.00 - 16469 I DOL (TEMPORARY WATER POLLUTIOWEROSION CONTROL' * - 1,000.00 ' 1,000.00 . - . 18 I I I TRAFFIC` - ( ( m ICEMENT'CONC BARRIER CURB AND GUTTER_ `` • 5.00 1. 19 5000.00 I I 5000.00 1 7444 ( DOL (REPAIR IMPACT ATTENUATOR ( 5,000,00 - - -. .. 3 00 17447 I EACH TRUCK MOUNTED IMPACT ATTENUATOR ( .2.00 _ 1.00 _.. _ 400.00 ( .. I. 400 00 (7449 I HOUR (OPERATION OF TRUCK MOUNTED IMPACT ATTENUATOR ._._...,_.. ._.. _.._.. 280.00 120.00 : -_ _ ._ j2I --4910.00'-' � i4910 00 9249I m PAINT 4,680.00- 230.00 23 1915 00 ( .1915 00 I ( m I PAINT EXISTING TRAFFIC CURB U- 50.00." 1,865.00` . . 24 92 00 I I 92 00 (fi819 I EACH PLASTIC DRAINAG . 25 1650.00 �� 16¢0 00 1 9257 1 m (PLASTIC GORE STRIPE - • _. - _.. . 26 580.00 . L-L I I 1.616.00 _ ' 34.00 - -- .. 58000 192851 m IPAINTEDDROPLANESTRIPE" . .r.__._,-_--. ...... .. . ......-_-._.�_ .....- _- _ _s<,::: 27 I 580.00___ : - - 1 158.00 7,•. I 158 00 1 9289 m2 PLASTIC-CROSSWALK -"- - I ( ROSSWALK STRIPE -'--••"-_.___._ .�________. ____ _... ( - 158.00 S58 I 158.00 _......_ .:. 29 61 00 I I 61 00 1 6833 I EACH (PLASTIC TRAFFIC ARROW r,.-.--- r:--::='r" `° _ .1.00- _. , 30 140 00 140 00 (6871'( F11CH I PLASTIC TRAFFIC LETTER' " "' 31 3 00 140.00 • I� I ., 3 00 16877 ( EACH 1 PLASTIC PREFERENTL�L LANE SYMBOL TYPE-1-- 3.00 - -- - 32 3.00 ( I 3.00 16877 ( EACH I PLASTIC PREFERENTIAL LANE SYMBOL TYPE 2 t I- 62.00 I I 3.00 33 18 30 ( 62 00 68821 ( HUND (RAISED PAVEMENT MARKER TYPE 1 I 18.30 68841 I HUND (RAISED PAVEMENT MARKER TYPE 2 I7.10 2420 11237.800 35 I 13600 00 I I 13600 00 19310 I m (TEMPORARY PAVEMENT MARKING ( 5,800.00 7,800.00 36 LUMP SUM I I LUMP SUM 1 6890 I L.S. I PERMANENT SIGNING •• 37 34.00 I L.S. L.S. . 38 1.00I I 34 00 1 9335 ( m2 (SIGN COVERING ( 34.00 39 15.00I I 1.00 I I EACH I LOOP REPLACEMENT TYPE R1 1 1.00 4 18 00 ' 1 15.00 ( I EACH (LOOP REPLACEMENT TYPE R2 ( 15.00 I I ( 18.00 ( I EACH I LOOP REPLACEMENT TYPE R3 ( 18.00 41 1.00 I I 1.00 1 7715 I DOL (FORCE ACCOUNT LOOP TESTING ( 1,00 42 1700.00 I I 1700.00 1 6956 I HOUR I SEQUENTIAL ARROW SIGN I1 43 ( LUMP SUM I ( LUMP SUM 19380 ( L S (TEMPORARY TRAFFIC CONTROL DEVICES 1 7L.S. 1,000.00 44 ( 2500.00 ( I 2500.00 (6979 1 HOUR 1TRAFFIC CONTROL LABOR 1 L.S. L.S. I 1 I 800.00 1,700.00 1 I . I 45 1 90.00 ( ( 90.00 (6968 ( DAY (TRAFFIC CONTROL VEHICLE 45.00 45.00 I I ( 46 900.00 ( I 900.00 16972 ( HOUR (TRAFFIC CONTROL SUPERVISOR 250.00 650.00 1 47 ( 78.59 ( ( 78.59 19398 ( m2 (CONSTRUCTION SIGNS CLASS A 52.67 25.92 GROUP LEGEND: GROUP NUMBER SR CONTROL SECTION TAX SCHEDULE • 1 167 FUND PARTICIPANTS , 176505 ** FEDERAL,STATE 2 167 176506 ** FEDERALSTATE 3 167 • STATE 176506 �* STATE REGION STATE FEDERAL AID PROJECT.NO. 1B WA PRELIMINARY PLAN S SR 167 5g1 Washington State 1-405 VIC TO SR 900 COUPLET SHEET JOB NUMBER SUBJECT TO CHANGE - 2 00,4002/1 Department of Transportation • DATE CONTRACT NO REVISION DATE: " BY 000000 SUMMARY OF QUANTITIES SHEETS I _ . SUMMARY OF ÔUANTITJ.ES °°T RGG900 3/1/2000 SUB TOTAL SUB TOTAL GROUP 1 GROUP 2 GROUP 3 ITEM TOTAL SECTION SEC IT ON STD. SR 167 SR 167 THIRD NO 1-072(1) 1-072(2) ITEM UNIT ITEM 42+325 44+690 PARTY QUANTITY OF OF NO. TO TO DAMAGE STANDARD STANDARD 44+690 46+033 SPECS SPECS • OTHER ITEMS I I I I I 1 I I I I 48 6.00 6.00 9475 m2 CEMENT CONC.SIDEWALK 6.00 I I I I I I 49 1000.00 1000.00 7715 DOL FORCE ACCOUNT REPLACE CEMENT CONC.CURB 1,000.00 I I I I 50 5000.00 5000.00 7715 DOL FORCE ACCOUNT REPLACE CATCH BASIN 5,000.00 I I I I 51 3900.00 3900.00 7715 DOL FORCE ACCOUNT ADJUST DRAINAGE,VALVES.AND MONUMENTS 900.00 3,000.00 I I I I I 52 72.00 72.00 EACH TEMP.DRAINAGE STRUCTURE COVER 35.00 37.00 I I I I I I 53 600.00 600.00 7400 HOUR TRAINING 300.00 300.00 I 54 1000.00 1000.00 7490 DOL ROADSIDE CLEANUP 500.00 500.00 I I I I I ( 55 I 5000.00 I I 5000.00 17725 I DOL (REIMBURSEMENT FOR THIRD PARTY DAMAGE 5,000.00 ( 56 ( -1.00 I I -1.00 17728 I DOL (MINOR CHANGE -1.00 I I I ( I 57II LUMP SUM ( I LUMP SUM (7735 I L S (SPILL PREVENTION PLAN ( ( ( ( I I I I ( I I ( L s. L s. I I - I I • • • • • GROUP LEGEND: GROUP NUMBER SR CONTROL SECTION TAX SCHEDULE FUND PARTICIPANTS 1 767 176505 2 FEDERAL,STATE 167 176506 tt FEDERAL,STATE 3 167 176506 It* STATE . - REGION STATE FEDERAL AID PROJECT.NO. SR 167 — 10 WA PRELIMINARY PLANS F Washington State 1-405 VIC TO SR 900 COUPLET SHEET - JOB NUMBER SUBJECT TO CHANGE Department of Transportation 3 '�/,I 00A002/1 DATE CONTRACT NO DATE • - REVISION BY 000000 - SUMMARY OF QUANTITIES 4 s • • • . QUANTITY TABULATION GENERAL NOTES: 0 NOTE: • cc co m w w . ALL STATIONS APPROX. THE FIRST NUMBER OF THE v v z w w w F SEE SPECIAL PROVISIONS "CODE"BELOW REFERS TO LL LL acc • ¢ g m i Lu w THE SHEET NO.OR THE SHEET j LL- co p w ¢ cc cc 1 CURB (LENGTH INCLUDES LEFT AND REFERENCE NO.SHOWING THE ~ 0 o¢.. ¢ a. w Y cc F- w - v J w CO RIGHT SIDES). CONSTRUCTION FEATURE. wo i 1- ¢ o CCU' w z z THE SECOND NUMBER REFERS TO 11J z LU ao CO a_ LL LL w LL _ g ? 2 ISLAND THE CONSTRUCTION FEATURE 0 0 o E cn o o m a cc } FOUND ON THAT SHEET. 5 > z j w c~iJ w v o o CO v v v U J 0 z 3. FOR PLASTIC DRAINAGE MARKING, SEE O O Y O Y )- 1 P I- R. i- r- R. � O F O o w w cc g cc z z z cn cn cn c„ m � m w c0 SHEET MD2. w w ¢ w ¢ . • Q < 3 • � g � w m cc 2 cc 2 O- a a. a n_ a a n. a cO O_ cn CO CODE LOCATION EACH M2 HUND M M M M M2 M EACH EACH EACH HUND HUND • P1-P5 42+325 LT&RT TO 44+740 LT&RT 9.9 7.6 2.4 P1 42+325 TO 43+122 160 P1-P5 42+325 TO 44+690 4650 P1 42+444 4.5 RT 31 P1 44+055 RT 1 • •P1 42+597 4.5 RT 3 . P1 42+749 4.5 RT 3 • _ 1 - - P1 42+874 4.5RT = - - - - -- - -- -- P1 42+968 4.5 RT . _ - . 3 ._ - - -- -�� - P1 42+323.35:T0 43+121.269 • 2 7 800 - -- P1 43+121 to 43+701 ... .._.. ,_.- _ - ---- . 2 O.Z . 7 2.3 • • -• P1- 43+121.269 TO 44+690'. - -- " - 5.2 :_ 3.9 1.3 - - - P9 43+1224.5 RT--.. ..._. . . .. . . _._.-_._ 3 - 2-P3 43+1238 043+701'9:98 RT... 580 . P1-P2 43+701 l O 43+980. 280 i • . . ...: P1-P2 43+702 TO 43+900197 - . . .-- _ . __ _. _. . ._._.__ . . .. .. _ ... P2 X43+900 9.3 RT TO 43+980:0 9:3 RT.' 160 P2 43+890 TO 43+980 RT- - 7 _.... ... - - - 3 P2 43+900 TO 43+980 32 0.30 . ...- .2 0.1 . _. .. . .,. P3 44+250 TO 44+350 1.2 1.2 P3 44+352 TO 44+375 10 50 P3-P4 44+390 TO 44+465 0.3 L_- 0.2 0.1 P4 44+479.6 9.17 RT TO 44-512.04 9.17 RT 65 P4 44+480 TO 44+512 13 P4 44+480 TO 44+6071.8 • 1.8 P4 44+572 TO 44+607 10 P4 44+592 RT TO 44+607 RT 50 P4-P5 44+607 TO 44+690 0.3 14 0.2 0.1 • • P4,P5 44+640 TO 44+690 1 30 50 • - 2 P4-P5 44+677 TO 44+690 3 0.1 0.1 0.1 P4 44+678 1 P5 44+690 TO 44+720 -" 0.2 35 0.2 0.1 1 P1-P2 44+690 TO 44+722 0.1 0.1 0.1 P5 44+690 TO 44+723 33 1 SHEET TOTAL 1 253 31.4 4680 118 1616 580 1 3 3 24.5 7.3 REGION NO. STATE FED.AID. PROJ. NO. ENVIRONMENTAL&ENGINEERING _ • DESIGNED BY P.KIMES 1/03/00 • 10 WASH SERVICEC T Washington State SR 167 QT.1 ' ENTERED BY P.KIMES 1/03/00 PRELIMINARPAIS Department of Transportation I-405 VIC TO SR 900 COUPLET CHECKED BY G.SANCHEZ 1/03/00 JOB NUMBER PROJ.ENGR. G.L.MCKEE 1/03/00 - 00A002 SUBJECT-TO CHANGE SHEET REGION ADM. J.OKAMOTO 1/03/00 CONTRACT NO. - n QUANTITY TABULATION 51 DATE DATE REVISION BY DATE. SHEETS QUANTITY TABULATION 0 GENERAL NOTES: NOTE: m w ALL STATIONS APPROX. THE FIRST NUMBER OF THE v v z D w w w z SEE SPECIAL PROVISIONS "CODE"BELOW REFERS TO . u_ LL g v E a , g w w THE SHEET NO. OR THE SHEET LL w oCC ¢ ¢ 1 CURB(LENGTH INCLUDES LEFT AND REFERENCE NO.SHOWING THE c) a < n_ z ¢ ¢ w z z w RIGHT SIDES). CONSTRUCTION FEATURE. ; ; 5 m v v z z o THE SECOND NUMBER REFERS TO qaa4 co z w a CO CO w a w w N w LU w z w a a :t-- LL w LL g 2 ISLAND THE CONSTRUCTION FEATURE o o c� z cc X 0 0 0 a a > CC a FOUND ON THAT SHEET. > > z > w cn w v o c) c� 0 c� c� J c.D a z 3. FOR PLASTIC DRAINAGE MARKING,SEE O O Y O Y r- F- i- 1- F-• f= r= O ,- O 0 a w g g a. 2 � z z z cn cn cn cn m � m Lu w o SHEET MD2. . w w ¢ w ¢ ¢ : ¢ g : c) 5 )- W a ag a § a a a a a a a a 0- (0 CL CO g g CO CODE LOCATION EACH M2 HUND M M M M M2 M EACH EACH EACH HUND HUND Ps 44+690 TO 44+724 34 - P5 44+690 TO 44+727 0.1 0.1 0.1 P5-P8 44+690 TO 46+000 .57 35.9 60 140 37.4 10.9 P5-P8 44+690 TO 44+740 230 I P5 44+723.1 CTR TO 44+723.1 14.3 RT 6 14.3 I " P5 44+725.2 17.5 LT TO 44+743.4 17.5 LT 12 - 12 • - P5,P6 44+740 LT&RT TO 45+123 LT&RT - P5 44+749.1 12.2 LT TO 44+754.0 12.0 RT 17 17 • • PS,.. 44+752 TO 44+963 .. • • 426 ............ . ....... . . ... ._.. P5,P.6..44+960 TO 45+100 • • 282 :. _ . - - -.. 2. P5 44+690 TO 44+722 - . : 6 - -: -. ..,.___.-... .,_., . ,.-... -- _ __.,_._. -..- -•- ._.. .. -- - P5 45+028 3.67 RT TO 45+097 3.67 RT - - - • • P6 45+080 TO 45+120 LT&RT Ps -: 45+082 TO 45+100 LT- 27 . .. , -- _-- 1 Ps 45+094.0 16.8 LT.TO 45+1-11.6 3.9 RT 14 - . - 14 -:: -._ ' P6 - 45+097 TO 45+120 RT . . 53 .. 2 . P6 45+101.53 CTR TO 45+110.6 10.67 RT 6 P6,P7 45+123 LT&RT TO 45+478 LT&RT. - . . . .. . P6 45+135.2 3.6 LT TO 45±1.35.2-17.9_LT- :.- .: 6 14.3 -... _ P6 45+136 TO 45+250 151 • -- - ... . ._-_ .. ...... ... . . .....-. - - 1;2 Ps 45+137 TO 45+147 10 - - 1 P6,P7 45+376 TO 45+461 177 2 p7 45+461.7 7.8 RT TO 45+465.1 14.6 LT 14 14 P7 45+470.1 15.0 RT TO 45+484.9 17.0 RT 10 10 • • P7 45+471.2 19.0 LT TO 45+485.0 19.4 LT 4 • p7 45+478 LT&RT TO 45+695 LT&RT - p7 45+489.8 14.2 LT TO 45+490.7 12.1 RT 17 17 P-7 45+491.7 CTR TO 45+491.7 14.3 LT 6 14.3 - P7 45+492 TO 45+521 58 1 P7 45+650 TO 45+676 52 1 P7 45+673.9 11.4 LT TO 45+684.2 11.9 RT 17 17 P7,P8 45+695 LT&RT TO 45+865 LT&RT • P7 45+707.1 12.5 LT TO 45+714.9 12.5 RT 17 17 - - P7,P8 45+713 TO 45+849 270 - 1,2 SHEET TOTAL 57 - 148 36 230 1506 34 122 58.9 60 140 37.5 11 REGION NO. STATE FED.AID. PROJ. NO. ENVIRONMENTAL&ENGINEERING _ DESIGNED BY P.KIMES 1/03/00 10 WASH I 1 � Washington State SR 167 ENTERED BY P.KIMES 1/03/00 PRELII ' r ' `� 7; Department of Transportation 1-405 VIC TO SR 900 COUPLET aT2 CHECKED BY G.SANCHEZ 1/03/00 JOBNUMBER SUBJECT TC rn- --.i`?,,- PROJ. ENGR. G.L.MCKEE 1/03/00 00A002 REGION ADM. -OKAMOTO 1/03/00 coNTRacTNo. DATE. QUANTITY TABULATION DATE DATE REVISION BY • . 5} SHEETS 1 QUANTITY TABULATION o I GENERAL NOTES: NOTE: cc co ALL STATIONS APPROX. THE FIRST NUMBER OF THE ¢ z I SEE SPECIAL PROVISIONS w "CODE"BELOW REFERS TO L LL in v o_ Lu z cc g w THE SHEET NO.OR THE SHEET I- -' 1 CURB REFERENCE NO.SHOWING THE 1- ¢ `"` w w < (LENGTH INCLUDES LEFT AND o z J w �- I= g CO RIGHT SIDES). CONSTRUCTION FEATURE. ��„ .--7- m cc co LLI III z z o THE SECOND NUMBER REFERS TO a a CO cc w z o ILLILT CC w Lu wLu L.0 z 2 ISLAND THE CONSTRUCTION FEATURE a '-ec co cc o o o CC } it > > in FOUND ON THAT SHEET. > j z > w w o wo o o o I- o U J o 3. FOR PLASTIC DRAINAGE MARKING, SEE 0 0 O Y H ,- R. cc z z z n u~, c;m �; m cw7 SHEET MD2. al ol ol ol CODE LOCATION EACH M2 HUND M M M M 'M2 M EACH EACH EACH HUND HUND P8 45+835 TO 45+890 LT&RT P8 45+842 TO 45+849 - - . Ps 45+843.6 12.9 RT TO 45+852.1 11.9 LT 7 17 1 Ps 45+847.1 16.1 RT TO 45+862.9 16.1 RT 7 7 _ Ps 45+855 TO 45+862 21 - 1 . P8 45+857.6 16.1 LT TO 45+857.3 17.0 LT 12 - 12 Ps 45+865 LT&RT TO 46+033 LT&RT I - - •Ps .45+875 TO 45+890 LT _ - 42 12 ' - - P8: 45+880"TO 45+958 118 P8. 45+880.0 CTR TO 45+880:0.LT -_.: . _. , 6 P8- 45+890 13.90 LT TO 45+911-14:24 LT`. - :1 - .. _ 1"2 P8 46+023.6 CTR TO 46+023.6 RT.. = . .... 5 P5. .HARDIE-AVE. ;..,.-.7-. _,-. .._ .. . 36 2. P8 SR 900(3RD Si) 52 - • SHEET TOTAL 37 291 36 25.1 PROJECT TOTAL 58 438 67.4 4910 1915 1650 580 158 84 61 140 3 3 62 18.3 REGION NO. STATE FED.AID. PROJ. NO. ENVIRONMENTAL&ENGINEERING DESIGNED BY P.KIMES 1/03/00 10 WASH PRELIi '� ` 'ANS De artm ent of Transportation SR 167 QT3 ENTERED BY P.KIMES 1/03/00 P P 1-405 VIC TO SR 900 COUPLET CHECKED BYR. G. .M CHEZ 1/03/00 0 JOB NUMBER SUBJECT TO CHANGE SHEET 6 PROJ.ENGR. G.L.MCKEE 1/03/00 gA002 S REGION ADM. J.OKAMOTO 1/03/00 CONTRACT NO. DATE: QUANTITY TABULATION 5oc DATE . DATE REVISION BY SHEETS - Sign Specifications - I � • Roadside Sign. Structures = . • LOCATION SIGN SIZE SHEETING LETTER SIZE POST POST , POST LENGTH CLEARANCE SIGN# SIGN CODE NUMBER (STATION NUMBER) X . Y TYPE OR CODE MATERIAL SIZE H1 H2 H3 H4 V W REMARKS R-1 S 405,.SEATTLE/BURIEN 44+392 RT (2400) (2400) - REMOVE SIGN FROM BRIDGE • • . 2 E6-101 44+392 RT 3000 _ 2100 I CODE B. • MOUNT ON BRIDGE, CN1 • 3 • W4-3R 44+590 RT 1200 1200 III OR IV WOOD 4 X 6 4.6 2.1 4.2 • 4 R9-3B (L) 44+723 LT 450 300 III OR IV 75 C/75 B • - 2.1 MOUNT ON MAST ARM 5 • R9-3B (R) • 44+727 RT 450 300 III OR IV 75 C/75 B 2.1 MOUNT ON MAST ARM R-6 - W12-2 45+074 RT (900) (900)• REMOVE SIGN R-7 W12-2 45+074 RT (750) (300) • REMOVE SIGN MOUNTED WITH R-6 8 W12-2 (13'-7") 45+074 RT 900 900 . III OR IV 300 D MOUNT ABOVE SIGN 9 9 W12-2 (MOD) 45+074 RT 750 300 III OR IV 3C CN1 MOUNT ON LUM. 10 D3-302 45+074 RT (900) (200) RELOCATE AND MOUNT ABOVE SIGN 8 11 R9-2 45+127 LT 300 450. III OR IV - 50 b 2.1 MOUNT ON EXISTING POST - 12 R9-36L 45+142-RT- 450 300 : III OR IV ;75 C/75 B . - - R-13_. ,CLEARANCE 13 FT 7 IN 45+408. :RT _ :(2700);' (450) ::-.1:"::',:±..-.'..._., • . W1.2-301- MOD. - -. --2:06.-:-:,- =__-:- - _� : . ..__........... . ... ; :.,:__... .. . - ...... - ( OD) . ,45+.404R _. --- -1- - _- -- - -, . _.: -._ ._ - :- _ ..... T.,- ::450.. III OR.IV - .;t:,.- . .. ..._... . _- -•- .150 D/ 0._ u�.:.,3 "_: ::.-::, - ,_ .. . -. .. _.. ._ W .', (600Y;,:-.: - - - .-- ___<�__...._ ... - _ .. NT:ON BRID.GE..CN-: `. - - - -- - - 45.._ X21-L, _- - - . ........:........ __ . -. __.. ., . - - - EMO - - - - -- - . ;.::r ...;.. _, R VE-SIG FROM:BRIDGI=`PIER::�:..�:._�.. -.<�'T.�_��:�'-_�:� T:. .---,(--.16...; •:---< - =UV12-401E 45+ _ - 421,LT - - 300: ., 900 -. III OR IV . ,,:,: . :. - ,.- . _ _.. -:... - _ _ _.. ---- _ _� 17 :_.:_.......R9_2. BRIDGE 45+877 LT 300..4 4 0 1110R:IV .,-..j IER,,CN1_::. ., _. '.., u_„ '�� 50 D • -18-x,- : : , ;;;::-.- .R9=2; ;: ~, .__. .. . ::..... .. . ... .. . ... . . - _ - — -- � MOU : .•.45+868,RT- _. _ .. . .- 300 -:,•:.450 ; - -. ._.. .. III OR IV 50 D; .._ ;;_:: =- , .:_;x... •.2:1 • , - MAST ARM .. - ._ .. __ - .. NOTES: SIGN SIZES SHOWN-IN.MILLIMETERS (WITH REMOVALS IN PARENTHESIS), POST SIZES IN INCHES,AND POST LENGTHS AND 'V"& 'W' CLEARANCES SHOWN IN METERS. POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR.TO FABRICATION. FOR STRUCTURE AND MOUNTING`DETAILS SEE STANDARD PLAN SHEET SERIES "G". FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. TOTAL SIGN REMOVAL= 9 SQ.M. • CONSTRUCTION NOTES: - 1. SAME LOCATION AS EXISTING. • • REGION NO. STATE FED.AID.PROJ.NO. ENVIRONMENTAL&ENGINEERING IESIGNED BY „ 1/3/00 10 WASH SERVICE CENTER �` SS1 ENTERED BY p KIMFS 1/3/00 Washington State SR 167 :NECKED BY A AMIRI 1/3/00 JOB NUMBER PRELIMINARY PLANS '�/ Department of Transportation 1-405 VIC.TO SR 900 COUPLET 'ROJ.ENGR. G L McKFF 1/3/00 SHEET DIST"ADM. :c 00A0°2 SUBJECT TO CHANGE 3/00 CONTRACT NO. • 1GF DATE DATE REVISION BY SIGN SPECIFICATIONS rJS CURVE DATA P.I. STATION DELTA RADIUS TAI LENGTH - SR 167 42+535.745 20'25'25" 1831.918 331 653.004 O SR 167 43+806.732 II'O0'00- 1746.375 16!'__-,335.280 - I T o 2 3 N O 1 R . 5E . OM o BEGIN NH- 0167 ( 029 ) BEGIN PROJECT SR 167 MP 25 . 00 > SR 167 42+205.741 = STA 42+325 . 000 SR 167 42+858.745 P.T. = '';---555550 SR 167 43+638.575 = o L 1102+38.70 P.T. -Cl ‘ a L 1080+96.30 P.C. BEGIN NORTHBOUND L 0127+97.20 P.O.T. BK. _ SR 167 OVERLAY I k EE 975+33.20 P.C. AHD. i I ; CI Q x I- --- --- - II CI _x_ _x trr ------------_ __ — _ �: _ ///////!//f////%/I////////////!/I/III/I II O BEGIN .. II IT IT — — __ _ --------' - II II C -- _.3 II - - 6 o_ 7. 11' 1' 1 F � ... ._ -_.__ _._.......__�_--' •---,v._,,,.; - __;_-.:,..�.. _ - -- ------- - - — ----- _- 9°28.36-,y_ - N 9'2836"" W.- _ - - ---- — — -- SIR N 6-OU 7;. 16W �r SFS,. 1.67 • T. --===h Imo-- - - 1 - -------------- -.- - - - -- 3 :6 •b I- �_. .._ a._.. BEGIN - II. - - - - - - - - - - - - - - - - - - .Ih , u II II o_ ®BEGIN \II ©« ®• ©* I :: „• 0 0 III , u OVERLAY LIMITS LEGEND 0 EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE 2( LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE O3 GORE STRIPE O7 PAINT EXISTING CURB 0 DROP LANE STRIPE SIGN NOTE q SINGLE POST SIGN (EXISTING) R- SIGN REMOVAL NOTE eI SIGNLE POST SIGN (NEW) • SR 167 43+121.269 NEW LOCATION h EXISTING OVERHEAD SIGN END GORE STRIPE (6.0 RT) GENERAL NOTES: BEGIN LANE STRIPE (6.0 RI) SIGNRELOCATIONNOTE I+ NEW OVERHEAD SIGN AND END LANE STRIPE (9.3 RI) 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO BEGIN DROP STRIPE (9.3 RT) � EXISTING LOCATION 2 EXISTING CATCH BASIN JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961. AND BLACK'RIVER TO EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 10 20 30 40 50 EN• SR 167 43+701.608 . _I EXISTING CULVERT D2 EXISTING GRATE INLET 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS END DROP STRIPE --- BEGIN GORE STRIPE ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. REGI°" STATE FED.AI D PROJ.NO. D[� M no. t [����aC' L SE V � GINEERING DESIGNED BY K. HALL 1/3/00 10 WASH ENTERED BY P. DO 1/3/00 SUBJECT I O CHANGE WashingtonSR 167 P1 CHECKED BY A. AMIRI 1/3/00 JOS NUMBER State 1-405 VIC TO SR 900 COUPLET PROD. ENGR. G. L. McKEE 1/3/00 00A002 DATE.• Department of Transportation SHEET REGIONAL ADM.J. OKAMOTO 1DATE0 DATE REVISION BY CONTRACT NO. OVERLAY/CHANNELIZATION/SIGNING PLAN SiF SHEETS I I t To23Na R . 5Eo W0M0 . • C 0, -o (1. SR 167 43+973.855 = ° • EE 986+33.20 a 'N 01°31'24" E BK. N O1°45'00" E AHD. co 0 a a ' I a • v U 1.1 1 �n I . � _� 1 • N• — —• - _--- '�� I 11 • • - • • FT 0 - Q BEGIN O • \1 0 (��/ ENO O _■——"——".— \1 0 O �——'— —'— —�— — ..• . ... . ..........1.... —'— —, / '——'— —'—I—'— —'— —' — —.4 —'— _._ _ —•- —'— —'— —'— —'— — ... .... ,— + CV W _ o- - QV — — =mow +9OU — ... SR 7' — �J t11 '° a tL - ... - - — — - =_ ==_=_==— — -------------------— ' Ix wsuj - 7' ' - : w �A =........... r + Q� \ 11.1 .� r �1 W • �Y� S 3-.6 �r II 6. .... ... .. _ LLI II 3.3 VI u ....2:6_z.:.E3_ .: 6.: 5 . , _ - 3 _Li:ii,.. c. -.. _ _• ..._BEG• w• N II END R2 • -I} RAMP ii I DO y - • I - • Illik I • • • • LEGEND OVERLAY LIMITS O EDGE STRIPE O DOUBLE YELLOW CENTER LINE STRIPE • O• LANE STRIPE O TWO WAY LEFT TURN LANE STRIPE • O GORE STRIPE O PAINT EXISTING CURB • 0DROP LANE STRIPE ( ) SIGN NOTE ci SINGLE POST SIGN (EXISTING) • • [R- 1 SIGN REMOVAL NOTE el SIGNLE POST SIGN (NEW) GENERAL NOTES: • NEW LOCATION b EXISTING OVERHEAD SIGN 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO SIGN RELOCATION NOTE I• NEW OVERHEAD SIGN JCT. PSH N0. 2 IN RENTON APPROVED OCT.• 31, 1961, AND BLACK RIVER TO EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, '1925. .... .•,....... .......... ....... ..1� '' EXISTING LOCATION LI EXISTING CATCH BASIN • 2. SEE' STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. 0 10 20 30 40 50 EXISTING CULVERT 3: EXISTING GRATE INLET • SCALE IN METERS ` aEctosSTATE FED.AID PROJ.NO. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. • DESIGNED BY K. HALL 1/3/00 xo ENV1R0 EST D I RING ENTERED BY P. DO E E` Ill/ 1' � RVICECE 1/3/00 10 WASH• f ��::.:_:`� ! ' P2 CHECKED BY A. AMIRI _ 1/3/00 ,�HUMBER � ( �— t- C e ;`I�� VVashin ton State • . SR 167 PROJ. ENGR. G. L. McKEE I/3/00 SUBJEC 1 i o Li ii-A Ic.,L g I-905 VIC TO SR 900 COUPLET SHEET REGIONAL ADM.J. OKAMOTO 1/3/00 OOA002 Department of Transportation DATE CONTRACT Ho. DATE• - DATE REVISION BY OVERLAY/CHANNELIZATI ON/SIGNING PLAN EE SHEETS O To23No Ro5E0 W0Mo . • • �■.. z / x • • 4' / :' �ti`' \.. / I I ,' , ,ss.s . ,„ \ *\ \\„ \\i I i H�� \ -\ \; • I \ ' i , III ,, a. • N _ -- �G G'� '` z'' \,�+`S-• �C/ //�• \/ \\\ CC 'n —G — _.R._.—_-_._._ - iP I \\ ...4, -7----- -7ma y, :, / \\ _)e max/ /"/ -I I \\\ ..-.1%--r----7--"--/ r/ ��\•\` %/ \ "`Jr...... \\\ I - -x- -x- -x- ` \ xm _kxB�� 2 I ��x I' y cO ----- - - ---------- == - --------=--------------•------------------------=------------------------- — — — �fA + ti a _I.LI II a am II _ `�' TDO.. - - N " 5'00" 00 0 ".._(V..-.__..: : -T- T..- .._ .. ... - -.T .�..0----h-----R-1—'7----'---7::r- -� -.=:j-'-�.T. T T�.- �-•_-P R -f-6 -T -T T- - T ,.4.1"2-,...,,,---,..2.-..-„:-........ - w \ 3.6 — — — — _ -- -- — .__•• — — — — — — — — _ w_ ' - - z w_ , _ 36 .6 -_ _. f . . . _ ------------ --- 11- . 26 _ �1 N f�. y'� __ - END • ', - �,f•-I '' BEGIN .. , - �- ----- �=17 /m l OVERLAY LIMITS . moi' -' d 1 /:; moo � -.,` / -I I PP�.. BEGINO • \ ---'''''�'•. l' .fi ,'/ ENDx , • ' - \\\; � .pp ; LEGEND I6.-,`' ` N„ �-- ; i �/ �' ( EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE • \,` ` s '` \` i/ ; ; :// O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE \� Jay `.\':`.` ill : I O3 GORE STRIPE O7 PAINT EXISTING CURB '<-••„.....j O4 DROP LANE STRIPE C--) SIGN NOTE cI SINGLE POST SIGN (EXISTING) • R- SIGN REMOVAL NOTE ei SIGNLE POST.•SIGN (NEW) NEW LOCATION b EXISTING OVERHEAD SIGN GENERAL NOTES: SIGN RELOCATION NOTE F- NEW OVERHEAD SIGN 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO \� EXISTING LOCATION [; EXISTING CATCH BASIN JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 10 20 30 40 50 • ---__I EXISTING CULVERT DC EXISTING GRATE INLET 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. ' G10N STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/00 10 WASH RF IV ' D\i'E E .11, ) _� SR 167 P3 ENTERED BY P. DO 1/3/00 r-: I r, , eCiE C Washington State I-405 V I C TO SR 900 COUPLET Ne CHECKED BY A. AMIRI 1/3/00 JOB HOMER SUBJECT TO L. AN . Department Transportation SHEET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 P REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NG. DATE. OVERLAY/CHANNELIZATION/SIGNING ZAT I ON/SIGNING PLAN ISO DATE DATE ' REVISION BY �E'Ts CURVE DATA I _ P.1. STATION DELTA RADIUS TANG LENGTH •' WNI 2+603.893 81.3404 48.524 41.1 19.080 ' To23No Ro5Ea W0M0 �� z \\`•` `\ 1 IIPII II ,, II1 I'll 1 V \ \\ /+� � IIII i i i ' / 1 / ,i 11 gl i 1 i • Ili i, / ,;T- 1\� i I \I 1, IIII Ili t • IIH 1 I " * H I I HII I I I 1 • 1; 1 r '� 114 M I I y H i 1 � I i,' �'i \' '�'� lµ-0 1� I I 1 II I 1 , I I + i , , ' 111, 111 1 1 Ir;. 1 1 1 1 0) ' II I Hii il11 i I , i9� i iH i i i / i" ' > 1 I I I I I I I I I '� + ' ' '1 i ' III' o I II I I 1 1 1 1 t I IFI I 1 1 max- _ � '.' ` o I II I I I 1 1 1 1 1 1 l -. —* ' ii `I'\ '� \\\ Q-1 I N- ` 1 II 11 III , t I 1 I 1 H 1 I •'/� i' \ t' 1" �`\- L] END .'Hii i H i I i Ii i iHi i i i /.��� /�!' � `\\Y ��.r� \ I i 11 O / * 1111 111 1 i i� ii i i \`7 i ' ` i H i 11'I III I II 1 1 1 +. Q \\ I �]I\ I H1 1 1 I�—==1 �+j•'� p \ 1 1 I -M9— `yi O \\`�`�` \ \ -I-- - -14Ly--r----I�F� moi'' Aq � \ \ / 1 'i itll SII iHi i i•i H � I ill I 1 -_, Il iHi i ='� X11 `o �� `* - — —• S • � c•' — _1*O00__— '''i ,' 11 --_ y, : -O 0 Hii ill i � illi �. 1— ti a ii 'H 11 © END — _ — — Q In IHI I + SR 1 7 — — — — � ~ ----rxi-tir40111 � ill � 'I�i �----N 01°45"00" E 44 500 t600— - - – w w cr.•��+--.l�ti-tc'yt��. - -���. — — — —.— — — — - — � — — — — — — U, w 13 w N o Z w 3.6 II, — 1i000 — — — - II 3.6 3.3 Z w 3.6 3.3 - -• t.._- - -- -•- _ - - ----I I. J N � . . _ - - .. C7 kytf�91 _ ra -- ----_ —L1 - � ��- Il. •y kr'�j'�'��' -t_ — _ .F - ..-. TOy k2LAY. LIMITS I i- 'BEGIN `• � /��� a , II 1 I 1 III .1 , 1 1. -1. ..1 1�9�'! .� BEGIN FN-• - - l;al i 1 1 1 i III 11 1 1 1 1 I BEGIN �•y`l` '� �'' I © - �• 0 ti 1 I I I III 1 1 1 1-_.- ., 1: .. © `` \ �? ., a ; i 1 I SII i a I i i i _ i_.I y�T 'END END© `/ `� ��� e '/ BEGIN " .. - -. _ .•. i iri1 i I , ill id i i i - i,- s ' � �.�© / . � ' • .©_ I 1 I I . END , �' O - ', _' _. ��=�� ,:i0i' �i i . . i i '•i it-I .,- '._ . '_ / �. psi\ �\\� .. , END � SR 167 44+618.727 (9:662'RTI OVERLAY LIMITS // ✓:� \\ I1 i9 O1 WN1 2+562.032 PC i 11 I _I I t I I I 1 I 1 1 / \\ �\ \Iy I' i i i • �t- 1 �' 11•I ,// \ \ \`� 1i 1� - � .. 411 11 I >_• ,, 1 - 1 1 _ © ' , III W4-3R , „ t I I 1 1 ! I ! 1 0 R-1 ® c E6-101 E6-101 V LEGEND CODE B EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE l �] 200E ARROW N0. 7 I LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE I It Ila Ccs MP�OII� 250E O3 GORE STRIPE O7 PAINT EXISTING CURB uMP�aUl1 J� �®IUt�0 ' 250E O DROP LANE STRIPE 3000mm X 2100mm SIGN NOTE d SINGLE POST SIGN (EXISTING) R- SIGN REMOVAL NOTE oI SIGNLE POST SIGN (NEW) NEW LOCATION b EXISTING OVERHEAD SIGN GENERAL NOTES: S SIGN RELOCATION NOTE I+ NEW OVERHEAD SIGN 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO EXISTING LOCATION EXISTING CATCH BASIN JCT. PSH N0. 2 IN RENTON APPROVED OCT. 31. 1961. AND BLACK RIVER TO EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 110 20 30 40 50 ' I EXISTING CULVERT �1� EXISTING GRATE INLET 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. REGION STATE F ED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING N0. DESIGNED BY K. HALL 1/3/00 _ 10 WASH PRELIMINARYSLA SR 167 P4 ENTERED BY P. DO 1/3/00 Washington State 1-405 VIC TO SR 900 COUPLET CHECKED NGRBY AKEE, aMIRi 1/3/00 JOB NUMBER SUBJECT TO CHANGE Department of Transportation SHEET PROJ. E . G. L. Mct/3/00 OOA002 DATE REGIONAL ADM. J. OKAMOTO 1/3/00 CONTRACT NO. DATE: OVERLAY/CHANNEL I ZAT I ON/SIGNING PLAN 5d,� DATE DATE REVISION BY L SNEE CURVE DATA -- P.1. STATION DELTA RADIUS TANI 'LENGTH SR 167 44.908.928 40'00"00"" 218.297 79. 52.400 TO2 3 N O ` O5 E O 14 O 1'' O / - I a0 CONSTRUCTION • / / ��O / /� p�.i /�/ SR 167 44+981.874 P.T. • • J SR 167 44+908.928 P.T. 9,0 1::;'). p \�' /// SR 167 45+009 TO 45+012 a0' 40011111 x'Y /,/ REMOVE SIDEWALK 45+020 C • LLIM• ITSY /%/ INSTALL SIDEWALK END/BEGIN©+O v 'S // v . o r a 44+890 1` ©END r� _ _ -- -- - 3 3 Q _ - — -- — ,. 3.3/ _- o \\\ ' ` `N 41-°15'00_:��T _ �_e __��—�q +000 i;---; t .; p X13.6 ., w © V iii ' -- -- -- -- -- -- -- x� oo �� �, � -- � -- y � � 3.3 R � W w x9 _• --- — -- ��.n.0 __..,__x / 44+829.474 PC SRP.O.T. - // - // '' // , S .45+067.218 P.C. (-_ o SR 167 :4+7.40:00. = • / ��,//oEE 101146'.8 / t// // •oN. • . . • L 260+0 .25 '' '' / 2 ----77]• N. O1°45 00" EK. _ �•-•1 00m . _ . / OVERLAY LIMIT m.'"a / ~N O1°15 .00" -EHD: ,, ._- / / 900mm• / / / IR-6 �r- 450mm / �j/ / • 300mm ��� _ 0. CROSSWALK R6-n(L) //e,:e ' , //, // • 900mm X 900mmcif •// x��0 // _ / 3o 71 wlC2 • / 1of 44+690 - - - a / ,, //1 / (13" 7""ld SR 167 BEGIN SOUTHBOUND /l '// �( .1 �/OVERLAY / 0 FFT-T // �i Wl2 2 OVERLAY LIMIT • \���— J'� / //, • -- , .„ LOW -. _r- .. /-.L . . // 3 ' - - W12-2 (MOD) 00mm CT) j/ 750mm `` . // /� / / OVERLAY LIMITS ` LEGEND • °li / // ,R.r ( EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE // ' 0 • 10: \�\\ CONSTRUCTION PERMIT ( LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE // \\\\\\\ �� (35.052 OFFSET) \ / '��? \\\ '111`�� ��� O3 GORE STRIPE O7 PAINT EXISTING CURB / O4 DROP LANE STRIPE \ // ' /// -sem i ` // �.°/�j' ' _�ill C'Qq� �� 0 10 20 30 40 50 �� SIGN NOTE .d SINGLE POST SIGN (EXISTING) p / 5� x 1 r�� N� SCALE 1N METERS 89% �' %' • -.r� '''e �\ • , y �` R- SIGN REMOVAL NOTE GI SIGNLE POST SIGN (NEW) 4 or 43'433/ . / \ N NEW LOCATION P. EXISTING OVERHEAD SIGN 63, 4' ,y;5 ' © © N� \ SIGN RELOCATION NOTE 1+ NEW OVERHEAD SIGN 63, 4' s),)? 13.:,V R9-3B(R)B( � GENERAL NOTES: , y4.:,,,Plot, 4., © ._ � j ` 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO EXISTING LOCATION EXISTING CATCH BASIN USE 1* JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO yJ�a � 300mm (CROSSWA6KI EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. EXISTING CULVERT EI' EXISTING GRATE INLET J ALLDIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. 450mm O 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. REAr STATE FED.A I D PROJ.NO.N0. ENVIRONMENTAL AND ENGINEERING xo. /5 CE F PRELIMINARY NT- �, SR 167 P5 DESIGNED BY K. HALL 10 WASH R 'V'i9` Washington State - I-405 VIC TO SR 900 COUPLET 1 �'' ' -I; Department of Transportation SHEET - ENTERED BY P. DO laexuxeER SUBJECT T� Ci -tl\v+!A0 )2 CHECKED BY A. AMIRI 0 0° 002 1 PROJ. ENGR. G. L. McKEE CONTITSCA0 NO. DATE: OVERLAY/CHANNEL I ZAT I ON/SIGNING PLAN SHEETS REGIONAL ADM.J. OKAMOTO DATE DATE REVISION BY CURVE DATA P.1. STATION DELTA RADIUS TANI LENGTH SR 167 45+306.432 23.48'00" 291.087 61. 120.914 A A 51+142.860 48.44'00" 124.743 56---- --06.101 CONSTRUCTION PERMIT T 2 3 N R 5 E W IVI O O O O O O O O LL VLIYU C] • I O1 EDGE STRIPE ® DOUBLE YELLOW CENTER LINE STRIPE 20 LANE STRIPE ® TWO WAY LEFT TURN LANE STRIPE P:0 /'f , i OVERLAY LIMIT 3 O GORE STRIPE 0. PAINT EXISTING CURB 1(°°6° / I I I .+'� I O4 DROP LANE STRIPE c mac,‹� I 0 SR 167 45+123.716 GI = �� SIGN NOTE cl SINGLE POST SIGN (EXISTING) 0 I ai N. 4, I,_i ' I S 1+142.860 = o O�v�``' I L 247+68 P.I. _ R- SIGN REMOVAL NOTE II SIGNLE POST SIGN (NEW) �P '*:1' _ / I 154+50.3 kip I NEW LOCATION F- EXISTING OVERHEAD SIGN o '�� N0=� �!/ I ® Cp®$$ SIGN RELOCATION NOTE 1- NEW OVERHEAD SIGN ` OILY \" EXISTING LOCATION :; EXISTING CATCH BASIN v 0 ' r r, R9-2 AT 450mm ti = EC �D ' WALKS L_____! EXISTING CULVERT � EXISTING GRATE INLET cI + cn is j/ ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. I " x 0 24.384 0 \\\ \\ /�/ \\\ •� o OVERLAY LIMITS \\ ' ___� \�, `� - 4111 oN CONSTRUCTION PERMIT \,1 ' L/� X. i r 11 ...1 \-- . \� N N END q 1 1 i ; �� \\ \ 0 R-15 \ \ rs BEGIN WI2 401E N ASOmm II \ \\d 45+213 li�.��� 1 1 \ W12-401L ‘ ,300mm 12 II \ 0 CROSSWALK R9-3B(L) II 0 \x� . . _--- Q. 1�- I I 1 I �® BEGIN 0 + CD II I N. <. J + I \ �i. 45+250 0 00000 I \\ yt 0 A END s . ... N N \ - 45+367 :� I ��� ' \ 1 --I — ul 0 411t 4 N - ---' ' 410444,0,a04 110111wp-mi 1i. S 45+173.319 P.C. = x n o vl ` S 1+199.358 AHD. . �� `''',mss' - - I,� i%� �D __ �R 1{�7 /j SR 167 45+422 v' '/ REMOVE CATCH BASIN AND —.i , \ mI SR 167 45+219.911 P.C. a INSTALL CATCH BASIN TYPE 2 —1 OVERLAY LIMITS 9 a\ R 13 ' 1SR 167 45+226 TO I / N W - SPECIAL 2400mm X 450mm SR 167 45+231 0p ---,-.61S SR 167 45+376.029 P.T. 14 REMOVE CEMENT CONC. F\\ --N 21'3 W12 301 (MOD) �CLEARANCE 93rY 7IPdI 150 D I ' I ' BARRIER CURB AND GUTTER SR 167 45+413.215 INSTALL CEMENT CONC. BARRIER CURB AND GUTTER RAILROAD CENTERLINE SR 167 45+306.432 P.I. GENERAL NOTES: NOTES: 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO AN ADDITIONAL MANHOLE MAY BE LOCATED IN THE SOUTH BOUND LANES OF I JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO THE S 7TH ST AND SR 167 INTERSECTION. IF THE OVERLAYED MANHOLE I5 0 1'0 20 30 40 50 EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. UNCOVERED IT SHALL BE ADJUSTED TO GRADE. SCALE IN METERS 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. REGION STATE FED.A I D PROJ.NO.. ENVIRONMENTAL AND ENGINEERING N0. E VICE CENTER DESIGNED BY K. HALL 1/3/00 10 WASH • ;�i/�� lNA _ SR 167 P6 ENTERED BY P. DO 1/3/00 �����"'�' "" '� ` _�� -' Washington State CHECKED BY A. AMIRI 1/3/00 JON HOMER 9 I-405 VIC TO SR 900 COUPLET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 SUBJECT Ci—;;„',,:s.7.1" -, Department of Transportation SHEET REGIONAL ADM.J. OKAMOTO I/3/00 • CONTRACT N0. I DATE DATE REVISION BY DATE. OVERLAY/CHANNELIZATION/SIGNING PLAN SIF SHEETS • I I ' o 5E 0 W0 M0 • To 23No R • • • • • • • al o O. • ij © II 1 BEGIN 3 OVERLAY LIMIT CONSTRUCTION PERMIT LO o' 0 I I 1 END © (15.240 OFFSET.) i I In iiihh, • Q / 1 II © 0 O END III U-1 `n ��� fi fiIDl►�; / • v 3. ��''ij� �, I, f� . laillill 'n1 Y a 3.3 - - s i -a' ' 1= ftw`� . • ' 1111 nf' w 3.3 __ __ - »- ��I�.��mi� s� ...n m CC W _ _ __ - -- -- - _ .� _ -— ,�,��••-tea, + w • N Ja = _ +5006 - •„21'3`x'�..._ __ -- -+60Q -- ,t -- - -- — — �T i -a 1.1."-. - ' __ .3 P o J.N 3.3�f - __ J. -- -- -- -- -- -- -SR 1 -- — —A=—_ {700 i -- -- -- -- -- - 3.3 a - Fi 7 _ _>-- �- N s .��Sis .. - -- -- -- -- __ __ - i - - 111111 -- -�. --- - -- -- .._. __ _- - - -- -- -- - -I. 11111111' -- - ., -- -- -i - Q 6m moa, - - __IME ti w r J- �N 1111 1 -� Q BEGIN 111 1111 / _._ �t11 111 • FW 1 � 0 0 1 t Q o Q 1 1 k , 1 . OVERLAY LIMITS o a- CONSTRUCTION'rn I CONSTRUCTION PERMIT I CONSTRUCTION PERMIT ;� y (24.384 OFFSET)• ,• (15 2 OFFSET) rnn. - 4 0 • • • • • • • • LEGEND • • • 0 EDGE STRIPE ® DOUBLE YELLOW CENTER LINE STRIPE • O2 LANE STRIPE ® TWO WAY LEFT TURN LANE STRIPE • O3 GORE STRIPE 07 PAINT EXISTING CURB • 0 DROP LANE STRIPE • • SIGN NOTE el'SINGLE POST SIGN (EXISTING) SIGN REMOVAL .NOTE si SIGNLE POST SIGN (NEW) GENERAL NOTES: • NEW LOCATION h EXISTING OVERHEAD SIGN 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO SIGNRELOCATIONNOTE 1+ NEW OVERHEAD SIGN JCT. PSH NO. 2 IN RENTON APPROVED OCT, 31, 1961, AND BLACK RIVER TO • EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. EXISTING LOCATION " EXISTING CATCH BASIN 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. 0 10 20 . 30 40 50 _ - SCALE IN METERS ' EXISTING CULVERT �E EXISTING GRATE INLET REGIOHSTAT7 FED.AID PROJ NO ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. DESIGNED BY K. 1/3/00 PRELIMINARYMEG)NEEB)NG • ENTERED BY P. HALL 1/3/00 10Ell WASH CHECKED GRBY A. AMI RI 1/3/00SUBJECT TO CHANGE ® SR 167 • p7 PROJ. ENGR. G. L. McKEE 1/3/00 1Ck3N06ER Washington State 1-405 VIC TO SR 900 COUPLET REGIONAL ADM. J. OKAMOTO 1/3/00 OOA002 Department of Transportation SHEET DATE `°"'p"i H0. DATE: DATE REVISION BY E • OVERLAY/CHANNEL IZATION/SIGNING PLAN • SEI TS CURVE DATA P.1. STATION DELTA RADIUS TAN LENGTH SR 167 45.898.701 23'48'00" 291.087 61. 120.914 1. . i I0 JNo RoSEo WoMo �■■o z • • END NH-0167 ( 029 ) CROSS SR 167 45+898.701 P.I. ® 611 END PROJECT •• i ;MIM M M}�M "14k°41.1;�Or I AT 450mm SR 167 45+892.483 P.O.C. _ 11MIM M MIM rn rni i CO� �� T 45+892.483 P.C.0 SR 167 MP 27 . 28 C OVERLAY LIMITS 1 ' I• I 'l , ; i WALKS STA 46+033 . 000 MATCH CONC. PANELS ! I � •,. E II Q 300mm I '� Ii END SR 167 OVERLAY o II i ' 'z �' II - r © II m ; 1 R9-2 SR 16745+958.350 P.T. • SR 167 46+052.046 = I,- .-,:c3 .'� © 127+12.0 P.T. BK. = 122+33.4 P.T. to0 '.+� 125+40.8 AHD. a 4.7mirl �i%o • - 1 . 31m r` i i 0 *.s 5.5 �� Q �tr��—��� Il 6;� nt`' '- 3�— - - N -az 00-- - S� 1 61- -- 46±000 -- 3.3-_ '� _ i IOD • by'. / II�IIIIIIIIIII I• \ 3j -t.: r, .".`_. - r- 3.3 3.6 = RAINIER AVE_ S.. _ • SR 167 45+837.436 P.C. �i / ,• \ / -- -- l'i -A '� - -- N © �.- - %F- •Zi'35n. ,33 �IlAi,1` tammamm rr meamme ommommmr►m,ar�7. rr = 1 ' N37 IUUI I II IJ II �''# • • • - o= - -7,3,„:.%3 - "i: 1.'.11111 ,j d AT 450mm • • • f r- . � OVERLAY LIMITS _I .q.r• / lOr// 1 O R9-2 ��®�.Q n70�t i ch ti� .y3: I tit_ • o o 3.3 " ,:i.1‘ O " 300mm ;N o INC LIP yJ i 1� OVERLAY LIMITS • ,...r w :.. .. i �l i o o . 1 _ 0 •i � � • �' LEGEND • • O EDGE STRIPE (D DOUBLE YELLOW CENTER LINE STRIPE • O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE O GORE STRIPE 0 PAINT EXISTING CURB . . O DROP LANE STRIPE C ) SIGN NOTE q SINGLE POST SIGN (EXISTING) CID SIGN REMOVAL NOTE 4 SIGNLE POST SIGN (NEW) NEW LOCATION 1- EXISTING OVERHEAD SIGN GENERAL NOTES: • • SIGN RELOCATION NOTE 1- NEW OVERHEAD SIGN 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO EXISTING LOCATION LI EXISTING CATCH BASIN JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 0 1'0 20 30 40 50' L_____! EXISTING CULVERT EC EXISTING GRATE INLET 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED• REGION STATE FED.AI D PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/00 10 WASH DRELIMINARY r5�` SR 167 P8 ENTERED BY P. DO 1/3/00 Washington State I-405 VIC TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/00 J08 MACER • SUBJECT TO CHANGE -'/ Department of Transportation SHEET PROD. ENGR. G. L. McKEE 1/3/00 - 00A002 . REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO. DAT f1f-1' E' OVERLAY/CHANNELIZATION/SIGNING ZATI ON/SIGNING PLAN 5I DATE DATEA • SHEETS REVISION BY 1 O 0 45mm ASPHALT CONC. PAVEMENT 45mm ASPHALT CONC. PAVEMENT C ol CL. B OVERLAY CL. B OVERLAY wN- ��\ EXISTING EXISTING ��-- 3 N o I -- ////////W//iii//////////////////J 47//////////////////////Jz///////J ——I I E EXISTING o L———— EXISTING ROADWAY I I o BARRIER w _L—_—_J p LIa w cc 45mm ASPHALT CONC. PAVEMENT ti 2.4 * CL. B OVERLAY c0 CZ / Ln 45mm-1II CURB PLANING DETAIL 1 l STA. 44+690 TO STA. 46+033 T EXISTING ROADWAY 0 0 0 N cc BUTT JOINTPLANINGDETAIL >- N STA. 42+325 TO STA. 44+690 (RT) a , * IN VICINITY OF 43+938 PLANE TO FACE OF BARRIER - 0 FULL DEPTH TO ALLOW FOR DRAINAGE. cc rn1 • - o - **BETWEEN 44+640 AND 44+690 TRANSITION IN 2.4m TO J PLANE FULL PLANING DEPTH FOR LEFT TURN LANE. ~' = a N = OVERLAY AREAS WHERE THERE IS NO PLANING WITH i`' CC TEMP. ASPHALT WEDGE ASPHALT CONCRETE FOR PRELEVELING CL G PG 64-22 AT x ~ THE RATE OF 198 TONNE PER LANE KILOMETER. I-- N a ¢ • f o LEGEND PLANED SURFACE 0.3m`I V 1 EXISTING ASPHALT CONCRETE PAVEMENT TO BE PLANED _1 ilifill'AM EXISTING ROADWAY i __ 45mm NOTE: WHERE PLANING WOULD DAMAGE SIGNAL DETECTION LOOPS, SEE SPECIAL PROVISIONS SEE SHEET ITDI FOR DETAIL OF GRINDING IN -1 1.35m VICINITY OF LOOPS 42+468 AND 43+348 • TEMP . ASPHALT WEDGE DETAIL FOR BUTT JOINTS, CATCH BASINS, MANHOLES, MONUMENTS. ETC. STA. 42+325 (RT) STA. 44+690 (LT) STA. 46+033 (RT & LT) - NOTE: ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. RENo°N STATE FED.A I D PROJ.NO. ENVIRONMENTAL CAND ENGINEERING DESIGNED BY K. HALL 1/3/00 _ 10 WASH PRELIMINARY 15 rAi\O R ' • MDI ENTERED BY C. JACOBS 1/3/00 // `+ vaJ p • SR 167 CHECKED BY G. SANCHEZ 1/3/00 JOB NUMBER SUBJECT TO CHANCE Washington State I-405 VIC TO SR 900 COUPLET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 Department of Transportation SHEET REGIONAL ADM.J. OKAMOTO _ 1/3/00 CONTRACT NO. DATE: MISC. DETAIL S 56 DATE DATE REVISION BY SHEETS • o .o • CENTERLINE of / CROSS CULVERT \ . /// ✓ 0.100 • • \. EDGE STRIPE LLQ _ �� �� 16.000 ��`• ,�,X° ANGLE OF /90' • / /„/ 3.000 5.000 3.000 •cr: ��I CROSS CULVERT 0.100 / 5.000 1.000 (TYP) ' o V 0 0 CI O O p p O O O. N' 6 0 to t��� I TYPE 1W RPM pi 'E 0.10 %®/ (TYP) TYPE 2W RPM (TYP)--I • • o 0.610 • f DIRECTION OF TRAFFIC —fir-0.100 U 10ir �. EDGE OF PAVED SHOULDER LANE STRIPE STA. SR 167 44+740 TO STA. SR 167 46+033 0 o CROSS CULVERT DETAIL DRAINAGE STRUCTURE Y UN • CATCH BASIN AND EDGE DRAIN OR • • GRATE INLET DETAIL DERDRAIN OUTLET • - r 8.000 f� 1.000 (TYP) •• TYPE PLASTIC DRAINAGE MARKING DETAIL 8 8 8 8 8 8 8 Vg g g 8 V CD N • 8 V B m CD 1W RPM (TYP) Li.: TYPE 2W RPM (TYP) •Nr N DIRECTION OF TRAFFIC • • • • • GORE STRIPE STA. SR 167 44+740 TO STA. SR 167 46+033 •clJ 0_ . 16.000 f 3.000 5.000 3.000. 21 .0.100 (TYP) 5.000 • 1:00 (TYP) • A— O O O ❑ 0 O O O O O O O O O O O O O O ❑ E LANE € O O O ❑ O O O O LANE LINE LANE _ 0 0 0 0 5.000I H0.100 ITYP) 0.50 0 0 0 0 0 0 0 0 0 ❑ 0 0 0' j • 1.500 (TYP) O O O O O O O O O O O 0 O O El 0 0 0 0.200 —a � i1mo—0.200 (TYP)j TYPE 2YY RPM (TIP) TYPE IY RPM (TYP) rnIii 111 888 E 38 TWO WAY LEFT TURN LANE STRIPE IITYPE 2W RPM (TIP) TYPE 1W RPM (TYP) STA. SR 167 44+740 TO STA. SR 167 46+033� 11 ' i Ij I ! DIRECTION OF TRAFFIC J� I j STA. CURB AND `% I • I j LOCATION GUTTER I i i VARIES SEE SHEETS PI-P8 DROP LANE STRIPE • CENTER INTERSECTION STA. SR 167 44+740 TO STA. SR 167 46+033 CROSS WALK STRIPE DETAIL NOTE: • 1. FOR DETAILS OF ADDITIONAL PAVEMENT MARKINGS SEE STD PLAN H-5C. • 2. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. ` Ho01 STATE FEO.AID PROJ.NO. DESIGNED BY K. HALL ENVIRONMENTALANDENGINEERING 1/3/00 10 WASH PRELIMINARY Ic f .ENTEREDBY C. JACOBS 1/3/00 -- ` M D 2 CHECKED BY G. SANCHEZ 1/3/00 . `` �) �� • PROJENGR. G. L. CHEZ 1/3/00 Boa NUMBER SUBJECT Washington Sate SR 1 67 OOA002 `J C. ., - Department of Transportation I'405 VIC TO SR 900 COUPLET REGIONAL ADM.J. OKAfd0T0 1/3/00SHEET • DATE coxrRACT no.— DATE DATE REVISION BY / ago, MISC. DETAILS SHEETS o EXISTING RADIUS OF SIDEWALK i./-BACK INTERSECTION SCHEDULE FACE OF CURB •' ' L (M) _ STREET STATION -- -- LEFT RIGHT _ • C MATCH EXISTING j DR2 STA. 44+050 ** CR2 STA. 44+387 ---- ** L _ CL2 STA. 44+468 --- ** LID PAVING LIMITS NOT TO EXCEED R/W mI DL2 STA. 44+619 ---- ** GRADY WAY STA. 44+740.000 0.5 0.5 E a 5. 7TH ST STA. 45+123.716 0.5 0.5 • S. 4TH ST STA. 45+478 5.25 6.0 �o L S. 3RD PL STA. 45+694 2.0 0.5 Cc" (VARIES) 5. 3RD ST STA. 45+750 31.0 ** 3.7 STA. 46+040 ---- ---_ •• 45mm [ O 45mm S. 2ND ST 1 ALL OTHER APPROACHES ARE CEMENT CONCRETE SIDEWALK o MOM= I����uu������u���m������u���������u�������iii\ APPROACH SCHEDULE AND APPROACH DETAILS. S E E SHEETS PI P8 FOR LOCATIONS. 0 EXISTING ROADWAY N * APPROX. LOCATION, SEE SPECIAL PROVISIONS. STATION L (M) ** SEE PLAN SHEETS INTERSECTION PAVING DETAIL A N STA. 44+896 (LT) 0.5 STA. 45+569 (RT) 0.5 Ln I- 0 n MONUMENT CASES AND COVERS SHALL BE PROVIDED MONUMENT CASES AND COVERS WHERE DISTURBED DUE TO CONSTRUCTION • ACTIVITIES. SEE SPECIAL PROVISIONS. CONSTRUCTION GEOTEXTILE STA. 42+858 STA. 45+220 STA. 45+557 CATCH BASIN GRATE STA. 43+639 • STA. 45+264 STA. 45+694 STA. 43+974 STA. 45+376 STA. 45+843 STA. 44+829 STA. 45+471(LT) STA. 45+958 • -.•. ii �ri - STA. 44+982 . •moi/ ,%G•' . r ___ • • %' i 7� -- . • ./ i' .: 0.150 ' OVERLAP TYPICAL LEGEND EXISTING PAVEMENT DURING CONSTRUCTION \\"\`\""\`\\\\\\I EXISTING ACP TO BE PLANED SEE DETAIL SHEET P2 NOTE: 1. WHERE PLANING WOULD DAMAGE SIGNAL DETECTION LOOPS, SEE SPECIAL PROVISION TEMPORARY DRAINAGE STRUCTURE COVER DETAIL 2. "L"" IS MEASURED PARALLEL TO CENTERLINE OF CROSS STREET ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED ' G10N STATE FED.A I D PROJ.N0. ENVIRONMENTAL AND ENGINEERING N0. - SERVICE CENTER SR 167 MD3 DESIGNED BY K. HALL 1/3/00 10 WASH ' PRELIMINARY PLANS ENTERED BY C. JACOBS 1/3/00 SUBJECT ���//�` Washington State I-405 VIC TO SR 900 COUPLET CHECKED BY G. SANCHEZ 1/3/00 JOU NUNBER TO CHANGE '�® Department of Transportation SHEET PROD. ENGR. G. L. McKEE 1/3/00 00A002 P P REGIONAL ADM.J. OKAMOTO _ 1/3/00 CONTRACT N0. DATE* MISC., DETAILS SI DATE DATE REVISION BYSHEETS • 0 • • • DRAINAGE MARKING LOCATIONS . • ID DRAINAGE MARKING ' a v ccw • CO LOCATION o z v DRAINAGE MARKING Q LLI a =a_• >- w 0 w DRAINAGE MARKING a�_ o= 1— w N CROSS _ DRAINAGE EDGE LOCATION z cc a=w CULVERT STRUCTURE'. DRAIN '- o N CROSS DRAINAGE EDGE , LOCATION z cl E CULVERT STRUCTURE DRAIN CROSS DRAINAGE EDGE �aac� o L 4Z+368 (RT) C • '-- - ' CULVERT STRUCTURE DRAIN '- a' L 42+390 (RT) M • L 44+406 (RT) M 1 1 L 44+420 (RT) C L 45+643 (RT) C 1 " L 42+482 (RT) C • M M 1 L 45+744 (LT) 1 • L 44+490 (RT) C L 42+535 (RT) C M 1 L 45+780 (LT) 1 • L 42+574 (RT) L 44+515 (RT) C C • 1 M 1 L 44+556 (LT) L 45+814 ('LT) C . 1 • L 42+665 (RT) C M M & C 1 L 45+832 (LT) L 42+757 (RT) 1 L 44+640 (RT) M C I M L 44+896 (RT) • 1 L 45+866 ('RT) L 42+841 :(RT) C C - 1 C . 1 • L 44+937 (RT) C L 45+915 (LT) C 1 o L 42+848 (RT) C M 1 L 46+322 (LT) L 42+875 (RT) 1. L 44+988 (RT) C ' C I N' I _ °° L 42+966 (RT)' 1 . . . L 45+018. (LT) C TOTC .. L •42+998 (RT) L 45+032_ (LT) C. . AL 16 72 - N L 45+039 (RT) 2 - - C C C • L. 45+087 (RT) 1 • L 43+125 (RT) C 1 FOR INFORMATION ONLY L 43+209 .(.RT_)- .. ._. L 45+129 . (LT) .C.. . o; L . 43+213 (RT) C M &.0 1 2=_• . L 45+247 (LT) L 43+271 (-R T') � - .. • _ _ ----• - C:......._ 21 FOR DETAILSES SEE STD. PLAN "H-5c. L 45+302 ..( T) OF ADDITIONAL PAVEMENT MARKINGS +' = 1 2• ALL.DI MENS C C L 45 320 (LT) _:.... .._.. ; .. - L 43+305 (RT) .- C: UNLESS OTHE SE I 1 - - .C: L` 93+358 (R`T). CC L. 45+399 (LT). _- • ED AY IONS IN METERS, RWI DES GNATED' � • C RIG 1 ' M LEFT OF TRAVEL W L 43+3.90 ..(RT) L 45+400 (RT) C 3. - : .. ... . 1 OF RAVELED WAY T • PLASTIC PAVEMENT MARKINGS SHALL BE 2.25mm MINIMUM EXTRUDED C ` 1 _ THERMOPLASTIC OR METHACYIATE. L 43+454 (RT) 1 L 45+407 (LT) _.. • -- C , __..._ .. . 1 .-:- L:_._43+.18.8-..(RT.).. M T L ' 45+407 (RT) 'C •C M &.` C 2:'". L 45+417 (RT) I L .43+494 (RT) C 1 DESIGNATION "C" DESIGNATION "'M" C 1 L 45+421 (RT) II L 43+576 (RT) C • 1 C 1 �� L 43+659 (RT) C L 45+443 (RT) • C • 1 ar M & C 2 L 45+444 (LI) �� -r L 43+754 (RT) C C 1 , 1 ' L 45+456 (LT) -- - --L. L 43+783 (RT) C -- - -- __ 1 � - L 45+466 (RT) - ' • L 43+814 (RI) C --- - -- -- __ � __ C 1 L 45+472 (RT) I 1�� - - - L 43+873 (RT) M • C 1 _______ -,L L 43+936 (RT) M 1 C 1 -t L 45+487 (LT) ` ' L 43+996 (RT) •C C - -- ;; - - —'— M L 45+518 (LT) 1 - - - -- -- L 44+057 (RT) C - -- -- ;�, C 1 -- -- - - , -- —'— L 44+093 (RT) C L 45+556 (LT) C 1 `,� _ - - L 45+580 (RT) "° ;r L 44+179 (RT) M C 1 L 44+254 (RT) 1 L 45+624 (RT) • C ' • M • 1 • L 45+641 (LT) • 1 MEDIAN BARRIER' C 1 OR DOUBLE LEFT DESIGNATION "C" • TURN LANE (TYP.) • • • • 111111111111111.1111111.11.11 . MI• NO!NMB FED.AIO PROJ.NO. • DESIGNED BY K, HALL ENVIRONMENTAL AND ENGINEERING 1/3/°° • • ; 10 PRELIMINARY TUNS ENTERED BY C. JACOBS. 1/3/00 - CHECKED BY G. SANCHEZ l/3/00 ® SR 167 MD4 ENGR. G. L. )JACOBS. 1/3/00 o0AOD2Washington State REGIONAL ADM,J_ OK AMO TO 1/3/00 .�.� SUBJECT TO Department of Transportation 1-405 NIC TO SR 900 COUPLET al CON7R�Ci N0. CHANGE DATE DATE REVISION DATE: 'S(�SHEET BY DRAINAGE MARK ING LOCATION S • i)crs • a. o I' (GALVAP RAMETAL) C3 ' 101• 2X4 FRAMING _ AT 0.4m O.C. VERTICALLY 11 . 11111111111 U4 LOCATE NOISE BARRIER AS CLOSE USE MULTIPLE BARRIERS c 2X2 BLOCKING -� AS POSSIBLE TO • v I AS REQUIRED • • SOmm THICK FIBERGLASS • OPERATING EQUIPMENT SIPA I : INSULATION (UNFACED) II -4 _v CEDAR LATTICE .----'''''..---LI 1 N A� E 1 I +� (MIN. 30% OPEN AREA) I --- 12mm " WATERPROOF I I AIR SPACE (MIN. SOmm) 11 Q GYPSUM SHEATHING I I . STATIONARY I I U • _ • ...� EQUIPMENT UM 1 1 N I I ~ II MINI I Y 12mm COX PLYWOODill! I I 1 I FINE MESH • I I -lift.. ALUMINUM SCREEN J • 1 cp I co N PLAN VIEW EL - (NTS') - 03 PORTABLE NOISE SHIELD 204m X 204m • • _ ( NTS ) • ED • • a. 2.qm • 200mm BLACK LETTERS WHITE BACKGROUND S o N D • . BARR NOTES R I ER 2•4m • 1. FACE ALL GRATING TOWARD NOISE SOURCE.• vl .. 2. BEVEL CEDAR GRATING AT 45 DEGREE ANGLE.. I • 3. NOISE SHIELD SHOULD BE CONSTRUCTED IN I.2m X 2.4m UNITS �/ AT THE DISCRETION OF THE ENGINEER, 'IF THE NOISE SHIELD'S FOOTING BRACES AS NEEDED ABILITY TO ATTENUATE EQUIPMENT NOISE IS NOT COMPROMISED, THESE UNITS MAY BE ALTERED TO SUIT VARYING CONDITIONS AND NOISE BARRIER UNIT OR EQUIPMENT. 4. NOISE SHIELDS SHALL BE PLACED AS CLOSE TO THE NOISE SOURCE (NTS) AS FEASIBLE. PLACEMENT SHALL INTERCEPT LINE OF SIGHT BETWEEN • NOISE SOURCE AND RECEIVER OR AS DIRECTED BY ENGINEER. • -- REGION DESIGN-677-7777117m. X° FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING 11111111 ENTERED BY P. DO 1/3/00 E 1/3/00 �.,,, 1 Q II PRELIMINARYSPC,M CHECKED BY A. AMIRI 1/3/00al IIIIIIIII • MD 5 PROJ. ENGR. G. L. MCKEE 1/3/00 JCB H°iEiER SUBJECT T I l= Washington State SR 167 REGIONAL ADM.J. OKAMOTO 1/3/00 OOA002 O Ch1R�lL_ Department of Transportation I-405 VIC TO SR 900 COUPLET DATE DATE DATE• SHEET REVISION '®°r NOISE SHIELD DETAILS 5 `1 MEETS LEGEND To 23N c o R o 5 E o VY o M o EXIST. NEW EXIST. NEW . MOMZ �_ ;; TYPE 1 JUNCTION BOX ci 1 11 I 1 b TYPE RI INDUCTION LOOP i•; TYPE 2 JUNCTION BOX 1 n 11 1 \ 111 1 1 \ 1 1 11 1 O"t TYPE R2 INDUCTION LOOP �; TYPE 3 JUNCTION BOX 1 1 11 1 1 1 1 1 1 Cf db TYPE R3 INDUCTION LOOP 3„E ELECTRICAL SERVICE CABINET 1 11 \ ft.. CONTROLLER CABINET C n 11 1 --C- VEHICLE SIGNAL HEAD I n 11 1 - r-" -C> SINGLE PEDESTRIAN SIGNAL HEAD o I I , \ h III 1 W/ (1) PPB-M o 1 1 1 1 \ \\ \\ "�{• DOUBLE PEDESTRIAN SIGNAL HEAD Q 0 1 1 1 1 1 W/ (2) PPB-M o `> 1 \% \\ i. ❑ TYPE 2 INDUCTION LOOP a I / // \ \ a -- % \ a TYPE 1 INDUCTION LOOP -- / // A % \ Lo // 11 \ \� x TYPE I & 4 SIGNAL POLE —X _Tx" M. I ,/ /// / \ ;�1 \ \ �\�\ x TYPE 2 SIGNAL POLE _i00 L----- I- \\\ � x\ T q 7 lc� X osoliouns ,-- : o P24:2 N S R 1 6 7 I + 7'O O - . P23.1: -- I - P24.3 ___ _ ------ -- ---- =- =- r r I 11: — --� — —1y� �_1 rThr r.._ �. :...... :....___ -J : P - - o .. `i IP22.4 P22.3 P22.2 '`� _ rL P21.3 I - - . I P21.2 i �. ' \ �• P32.1 017 1 P21.1 Q P29.1 - \ ;. J �x4 ?'. " ': t::\,,� ;1IIIIIIIIIIIIIIIIIIII'IIIIIIIIIII -`: .;._ „ /////'''`__.. "- `-� �\ � 1 71 \I 1 1 /��/' - �1- _4 >— 00 00 �N � 1 1 1 Ib1 Y /// \ \ Ao �\\� 1 1L' // / tel' CONSTRUCTION NOTES: `___Z .1____AY�—/ L � /-L v/_ / / \\\ \\ /�/ -.�Y Ol LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM / LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM 1 / 1/ JUNCTION BOX. 1 I \\\\\1 \ \ 11� 1 1 I O2 INSTALL TYPE RI INDUCTION LOOP(S). SEE ROUND LOOP DETAILS 1 2 I 1 ON SHEETS L1 TO L3. \ 1� I I O3 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS 0011 Q I ON SHEETS L1 TO L3. \ 11 1 \ 0 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS 11 11 \ 1 1 \ \ ON SHEETS L1 TO L3. % 11 1 0 111 OS SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT GENERAL NOTES: 1 1 1 1 1 CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN 1 1 B 11 WIRES TO SPLICE NEW LOOP WIRES TO. THE WIRES 0 10 20 \ tgi % 1 ! 11 FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR 1 11 STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. SCALE IN METERS % % 9 \1 ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED RV:IN STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYS E/Nn Aft. SR 167 DL 1 ENTERED BY P. DO 1/3/99 » Washington State I-405 VIC TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/99 - JOB HUMBER SUBJECT TO CHAN ..E -'/ Department of Transportation SHEET PROJ. ENGR. G. L. McKEE 1/3/99 00A002 - DATE: qSI REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT NO. INTELLIGENT TRANSPORTATION SYSTEM PLAN SH�ETS .- •_ DATE DATE � REVISION BY • EL - To23No RO5Eo WoM0 O • / ,\,‘. \ \\ \ 1O \ \ \ \ • o°8. N 1u j^\ `\. \� \�\ • co 0© / \ \ ' \ 0 o `\ ;' \ ` 00 00 Q , \ / FXV `\` _ \ _ Mill IIIIIIIi1fIIIIIIiI1\\Z / IC 71 cn \- �- - I TT T I X —— P30.1 r I 1L 1,_ 4r1yy�_' ii P21.1 P37.1 \,p ' P21.2 ' o P32.1 -- -- -- -- o P23.1 o ---- — ---_= F22. 2 2 P21.3 ]' IP2 _ .___ -__._.-. __._ __ _ .moo.=—o= •-_ - O Z �' Z N P25.2 + 10 •_: � / S 6 7 ---- 4 ' I P25.1 �C) NI CO c ----��' I , IIIIIIIII ZIIIIIIIi \\<, / � IV —= IG J cei.X \ i / 'LEGEND\ >" / / O©i----s. - \\ 1\ - II ./ EXIST. NEW\jcII�/ 4TYPE JUNCTION BOX 0®` \ \. \ c 111' \‘ TYPE 2 JUNCTION IBOX CONSTRUCTION NOTES: �� % \ \ \� N. TYPE 3 JUNCTION BOX ( LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM ��--.. \ �\ � y ELECTRICAL SERVICE CABINET LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM - �. \ \ \ =�= CONTROLLER CABINET JUNCTION BOX. �N �� \ (l \ �•• 02- INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS �- �� \ \\ �' VEHICLE SIGNAL HEAD ON SHEETS LI TO L3. \N \ ` \ r�--C' SINGLE PEDESTRIAN SIGNAL HEAD O INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS \ \� �` \ \ ' W/ (1) PPB-M ON SHEETS LI TO L3.. 00 N\ �% \ �/\ DOUBLE PEDESTRIAN SIGNAL HEAD O INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS ��\�� \ W/ (2) PPB-M ON SHEETS L1 TO L3. N� � � `\ 0 TYPE 2 INDUCTION LOOP OS SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT % CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT \�N ``p TYPE 1 INDUCTION LOOP FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR ‘p x TYPE I & 4 SIGNAL POLE STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. TYPE 2 SIGNAL POLE ALL• DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED GENERAL NOTES: �j TYPE RI INDUCTION LOOP WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN 0 10 20 WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES SCALE IN METERS db TYPE R2 INDUCTION LOOP MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. ddb TYPE R3 INDUCTION LOOP REGION STATE FED.AI D PROJ.NO._ ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYS `En SR 167 - DL2 ENTERED BY P. DO 1/3/99 Washington State I-405 VIC TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/99 roe xwBER SUBJECT.TO CHANGE i Department of Transportation SHEET g PROJ. ENGR. G. L. McKEE 1/3/99 - 00A002 L- REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT NO. 22 DATE DATE REVISION BY- - DATE. - INTELLIGENT TRANSPORTATION SYSTEM PLAN S�F Sx ETS CL T . 23N . Ro5E.0 W0M0 O 0 u u u u _ • u u u ol . u i u u o o u iII CD f 000 o 00 1r L., — i il�� �� i to I /// 0 00 �• _ L-J I V/ x . / , \.1,.) IG I .. ---- ---- LI L J II %/ —J— -...L I i 0 P3I.1 l J LJ �T-------- ---_ LJ _ __ / I P30.1 -- - - " : 0 <:=.. P22.1 ; x�l � l _ �� o 1- --I -- :i - __ P21.1 :0 N r-i 1 P29.1 -- o i 0 `_ P22.2 -- --. -- --� a 1 z_ ti :—— IU 3 0 W ILJ = i = : 3 5 0 WP21. - I -- •i - -- rvT. - 3.1 P2 -' -- -- -moo 0 P2 3 2 0---- i I I r r P24.1 ——.. .._ ��X�-------- ----- �x4 _rte , - L J j- - ---------� J - I\/I ---- � _.. _._ LEGEND L J d L-L� .M.� -- EXIST. NEW - \ r1 r-i _.: � TYPE 1 JUNCTION BOX TYPE 2 JUNCTION BOX r iihI/Jiiijjjjfr - -- TYPE 3 JUNCTION Box — I CONSTRUCTION NOTES: r 1 _ � ~y ELECTRICAL SERVICE CABINET I P26.2 x0 LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM CONTROLLER CABINET I L_ , Lc JUNCTION BOX. 1 -{> VEHICLE SIGNAL HEAD i 0 1 O2 INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS r-4,,--C› SINGLE PEDESTRIAN SIGNAL HEAD 1 I ON SHEETS LI TO L3. 1 W/ (1) PPB-M I I 1 11 O0 - O3 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS .mac• DOUBLE PEDESTRIAN SIGNAL HEAD 1-1, I I I I ON SHEETS L1 TO L3. W/ (2) PPB-M 1 y 1 � 0 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS • El 2 INDUCTION LOOP I = 1 ON SHEETS LI TO L3. I I 05 SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT TYPE 1 INDUCTION LOOP i T I CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT TYPE 1 & 4 SIGNAL POLE I ' I II FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR �C TYPE 2 SIGNAL POLE II_ 1 I 1I STUBOUTLOCATIONRELATIVE TO EDGE OF PAVEMENT. - - - - - CONDUIT �I� 1 I 1 I ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED I GENERAL NOTES: b TYPE R1 INDUCTION LOOP Irri Imaimmommemli.. WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN db TYPE R2 INDUCTION LOOP 1 o 10 20 WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES Cf Cfb TYPE R3 INDUCTION LOOP I I SCALE IN METERS MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. RENoON STATE FED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYEPUNS .1111 . SR 167 DL3 ENTERED BY P. DO 1/3/99 Washington State I-405 VIC TO SR 900 COUPLET . CHECKED BY A. AMIRI 1/3/99 JOB NUMBER SUBJECT TO CHANGE -'/ Department of Transportation SHEET PROD. ENGR. G. L. McKEE 1/3/99 00A002 REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT NO. DATE: - 2.. DATE DATE REVISION BY OF INTELLIGENT TRANSPORTATION SYSTEM PLAN 51 SHEETS • • " To23No Ro5Eo W0M0 \ O ° ° ° ° 00 ° El •01 / /111111111111111111111\ 1\\ 0 CI C / � \,>\ x ° ye / �"��_ c_ ,( r ✓ r-t I L ;/ L ' 1 I V V Q • ��-- - - LJ - -- -- LJ-- \�' lam' ' O �32.I --411;L ` 1�LJ 1 P32.2 w N. i� w SR 167 + 700 5i.1 -� P32.3 -- -- -- �o Q P35.3 P34.2 P34 �I -=---= z a c....> ; F -- _ t— .4- 1 -- -- -- - - — -- JU' 1 P35.2 -- -- -- N c y> x U — -- -- -- -Ce -- -- I -- = r Q P35.fi- r-I =z> 1 x • • N �^ _ r - x -M1X� .__L r 1 ------ T.-.- -- LJ - / �\J � J_l _/ � © ` ' tllllllllllllll 00 Oo 00 \`1 , LEGEND \ 0 I i it EXIST. NEW \\ 11 11 1 ,� V V V ' .. TYPE 1 JUNCTION BOX 1 \ U-1 1 1O P31.1 L J • Ir: TYPE 2 JUNCTION BOX \\ \1 1 1 ,- —— : —— —— —_ J CONSTRUCTION NOTES: N TYPE 3 JUNCTION BOX 1 \ Q 1 \ w P31.2 \ •• 1 \ \ N 1 0 0 LOCATE AND ABANDON EXISTING LOONS). REMOVE LOOP WIRE FROM 3;E ELECTRICAL" SERVICE CABINET \ \ \ \ -- -- -- -— LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM =�= CONTROLLER CABINET 1 1 1 \ N P31.3 + Q w o JUNCTION BOX. ... \ 1 \ 1 "N- --s,._ (�w coo -t> VEHICLE SIGNAL HEAD \ 1 1 \ x,+ ,�' z P24.2�zz o N 02 INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS � -t SINGLE PEDESTRIAN SIGNAL HEAD \1 \1 \1 \I Lai =< �(1 ��� z ON SHEETS L1 TO L3. 1 w v W/ (1) PPB-M Z -- —— Z ( INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS \ \ 1 1 -- a o P24.I r „ o --a ON SHEETS LI TO L3. �t. DOUBLE PEDESTRIAN SIGNAL HEAD \ \ I \ -I v~i ; ��' ,z- J N ' 04 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS q w/ (2) PPB-M \ \ \ \ x •1 x • ON SHEETS LI TO L3. A ❑ TYPE 2 INDUCTION LOOP \1 11 \1 \\ 1- P25.2 1 O SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT m —— —— i—— — 11 CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT TYPE 1 INDUCTION LOOP FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR x TYPE 1 & 4 SIGNAL POLE . i"PVI P25.1 li STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. x TYPE 2 SIGNAL POLE if —i..,L_..�-..--", nm_.— - --- ice" LL— Jc L1 LL ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED - GENERAL NOTES: b TYPE R1 INDUCTION LOOP WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN db TYPE R2 INDUCTION LOOP 0 10 20 WIRES TO SPLICE NEW LOOP WIRES TO. THE WIRES CC COD TYPE R3 INDUCTION LOOP SCALE IN METERS 000 MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. REGIONSTATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARYIS �. SR 167 DL4 ENTERED BY P. DO 1/3/99 Washington State CHECKED BY A. AMIRI 1/3/99 JOB NUMBER 91-405 VIC TO. SR 900 COUPLET SUBJECT TO CHANE i71- De artment of Transportation • SHEET PROJ. ENGR. C. L. McKEE 1/3/99 OOA002 P 211 REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT HO. DATE DATE REVISION BY DATE, INTELLIGENT TRANSPORTATION SYSTEM PLAN 51 SHEETS • I T • a LEGENu" 0 23N G R . 5E a WM o o 0 o EXIST. NEW © ii 1 i ".: TYPE 1 JUNCTION BOX i I 1 1 1 I I 000 • r,j i �•: TYPE 2 JUNCTION BOX t 1 I. I Jj i N . TYPE 3 JUNCTION BOX i AINO 4 1 1 A3N0 III i i • 000 - ELECTRICAL SERVICE CABINET ©© j --;—y. j! • II O O' R'•*- „„.' r 1' p� .,� it CONTROLLER CABINET is �, 1 ti I. I \ {� VEHICLE SIGNAL HEAD i i. b D ' ! I I \ _ _ _ _ _ _ _ ' — _ __ o r {' SINGLE PEDESTRIAN SIGNAL HEAD ! a P27.1 ! I • J _ __ HT . a - ° / r` I W/ (1 l PPB-M P�7.2 1' - .---_1-------''-- 1 - IRCH - - _ x' 1 '27.3!! 1( - �� 2 . J - I / DOUBLE PEDESTRIAN SIGNAL HEAD �� i I !; '�.` L`�� Z y .� .r:-'' �r P21•1 ` � -v �,I.( ui o e W/ (2) PPB-M • if I - I T �� 1� -- J a x I n tri , _ ��' -- -- o i ❑ TYPE 2 INDUCTION LOOP i i '` TYPE 1 INDUCTION LOOP i �y' I K — • "'Ul vwuT N x TYPE 1 & 4 SIGNAL POLE i” i� I I I 1.11 .!--x•I'----\:,.,4"...----1.----92B•' --— 1 P21.3 N I 2 � 13 '' `_^�'x TYPE 2 SIGNAL POLE % j I II I � p2g.2 �� --i-y _ - w c /� i� /41111 II II /��� • iN c - ''�}^�P21f1 - _ _ _ - - F - a b TYPE RI INDUCTION LOOP �/ i� •i1. • \� P2a'3 ��' �, ._sc\-- _ __ ___ - w db TYPE R2 INDUCTION LOOP • i, I. \�\ ` ♦ !�� s _;__' __ r • 1° IIVV , O U o ('-_,,( 0')D TYPE R3 INDUCTION LOOP `�' .• ------t-- —— ._, _: .„ . _ %H. -� KK N -ice�� i i/ _.I-•-�- - _ _ • // y P-'2• 9-52' < 1� V1_ ', • ♦ i • // AQ I� v ♦.♦ // i �r 'I it CONSTRUCTION NOTES: - '� ..- r , it o y p2 --''xk. y - �_•--� Ql LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM. • �P /// i 1 - 1-� 0 . II LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM 9 y, / /i -1 _ 1 + it JUNCTION BOX. y - c _ - �., 1 . C u 20 INSTALL TYPE R1 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS `, s ___ _ __ I O i ► ON SHEETS Ll TO L3. � �� - `� O r O3 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS `. ;\ �� - ON SHEETS Ll TO L3. • O4 INSTALL TYPE R3 INDUCTION LOOP(S.). - SEE ROUND LOOP DETAILS O i i \, I d \ �� 5 ON SHEETS L1 TO L3, P ��/�� • ��` /� — 7id O SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT �. I `' x CONDUIT PER•DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT CONDUIT • 00 FX CA/".17-)is'N FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR • ©00 % Id 70 1. STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. Fx II CD Ir( ) • ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED • t ,.. �} I O f GENERAL NOTES: • If cr) r I i. Id �J o 10 20 WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN ii •-1 . (_,N WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES • • .r O - a SCALE IN METERS MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. • REGION STATE F ED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING N0. DESIGNED BY K. HALL 1/3/99 PRELIMINARY ,� �/� A /� �/ • VIC CE R ENTERED BY P. DO 1/3/99 10 WASH [ REL-�I!/I�@♦��-^, V PI ANS SR 167 DL5 CHECKED BY A. AMIRI 1/3/99 '03 MOORSUBJEGT TO CHANGE Washington State I-405 VIC TO SR 900 COUPLET PROD. ENGR. G. L. McKEE 1/3/99 00A002 . Department of Transportation 2x5cT REGIONAL AOM.J. OKAMOTO 1/3/99 CONTRACT NO. Of DATE. INTELLIGENT TRANSPORTATION SYSTEM PLAN SN ETS DATE DATE REVISION BY To23Na Ro5E0 W0M0 0 C . O. \ I I , \ I I ' ' I ) / oo -- —.�.- - - - - - - - - - - - - - - - - - -- .==== - - - - - - o —— J Q W - T, ____ ____ milimmmm SR 167 - RAINIER AVE Sa W Q mymmmmmimi , , J 0 11324.3 P23.3L ..... Q . .„....c„. I��P24.2 \,..,p23.21. —— —— — 4---- -- -- ,_, ____ ____ -- -- 1 _-- __ �� =i- _ . o II'� (:); I�1P24.1 1 P23.1 =..3 II'� X--• . � I I ini ii I ;...e.., a r- • r • ,,. N ' 00 Y P i p % I' to F III (s� <i� ll u�) �t� / CI 1 d • P , 41 LEGEND .21 EXIST. NEW j; 1 ' 1 1$71 II 1 :: TYPE 1 JUNCTION BOX r _ = r _ _ .11 CONSTRUCTION NOTES: �: TYPE 2 JUNCTION BOX c I' : - _ J L _ - J • . TYPE 3 JUNCTION BOX L` ._ ty 0 LOCATE AND ABANDON EXISTING LOOP(S). REMOVE LOOP WIRE FROM LOOP STUBOUT CONDUIT. REMOVE STUBOUT CONDUIT ELBOW FROM ZTy ELECTRICAL SERVICE CABINET r JUNCTION BOX. ��:1,1.51 CONTROLLER CABINET gi 5 O2 INSTALL TYPE RI INDUCTION LOOP(S). SEE ROUND LOOP DETAILS .--t> VEHICLE SIGNAL HEAD P io (f., ON SHEETS LI TO L3. rte-- SINGLE PEDESTRIAN SIGNAL HEAD j. (--\73 , 5 0 INSTALL TYPE R2 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS I (vim) i W/ (1) PPB-M ji ON SHEETS L1 TO L3. i 0 INSTALL TYPE R3 INDUCTION LOOP(S). SEE ROUND LOOP DETAILS � {� W/ (21 PPB-M DOUBLE PEDESTRIAN SIGNAL HEAD �� z Qx II ON SHEETS L1 TO L3. A A, I O KD SAWCUT DIRECTLY TOWARD EDGE OF PAVED SHOULDER. INSTALL STUBOUT • . 0 TYPE 2 INDUCTION LOOP I; D cr CONDUIT PER DETAIL AND ROUTE LOOPWIRE THROUGH STUBOUT. CONDUIT ,' p I 'j i._ TYPE 1 INDUCTION LOOP 5 FROM THIS LOCATION TO JUNCTION BOX. SEE ROUND LOOP DETAILS FOR a ----I STUBOUT LOCATION RELATIVE TO EDGE OF PAVEMENT. x TYPE 1 & 4 SIGNAL POLE P o I- I ' ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED TYPE 2 SIGNAL POLE GENERAL NOTES: 'ID TYPE R1 INDUCTION LOOP WHERE THERE ARE EXISTING MULTIPLE 2C LEAD-IN • d b TYPE R2 INDUCTION LOOP WIRES TO SPLICE NEW LOOP WIRES TO, THE WIRES 0 10 20 MUST BE IDENTIFIED PRIOR TO WORK COMMENCING. d d b TYPE R3 INDUCTION LOOP SCALE IN METERS - RE:e" STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/99 10 WASH PRELIMINARY `AI ri �� SR 167 DL6 ENTERED BY P. DO 1/3/99 Washington State 1-405 VIC TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/99 JOB HW6ER SUBJECT TO CHANCE VW Department of Transportation SHEET PROJ. ENGR. G. L. McKEE 1/3/99 00A002 REGIONAL ADM.J. OKAMOTO 1/3/99 CONTRACT Ha. 26 DATE DATE REVISION BY DATE: INTELLIGENT TRANSPORTATION SYSTEM PLAN -SIF SHEETS • • STOP PA' • $ JP INSTALLATION NOTESI to 0 LEAD-IN TO ROUND • • I. LOCATE JUNCTION BOX AND LEAD-IN CONDUIT. LOOP SAWCUT CENTER OF 2. SAWCUT LOOP SLOTS AND LEAD-IN SLOTS. LANE 0 LOOP SERIES 0 NUMBER 61TWISTS/MEETER4 TWISTED IR 3. TWO METERS(-3--- LAY• OUT °MINIMUMP WIRE SSLACKNG AT JUNCTION BOX. ALLOWING STOP BAR - • SEE NOTE a6 I • c • 4. INSTALL WIRE IN LOOP SLOT AS SHOWN. Ijpikillt 0 °' 1 0.3m j ROUND LOOP .• 1.22m TO CONTROLLER 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS SEE LOOP SAWCUT SAWCUT DETAIL (TYP.) �., WITH LOOP NUMBER AND ""S"" FOR START AND "F" FOR FINISH. I0 NAL/ 2cISI ' A A 6. TWIST EACH PAIR OF LEAD WIRES SIX TIMES PER METER FROM EDGE OF PAVED o • TO ADDITIONAL/ o LOOPS WHERE - f SHOULDER 0 APPLICABLE \ LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH • O. SUCCESIVE PAIR INSTALLED. B FOR CONDUIT STUBOUT E LOCATION SEE LOOP STUB E i 7. CONSTRUCT SUPPLEMENTAL SPLICE. CONTAINING ANY SERIES OR C u•i � 0 PARALLEL LOOP CONNECTIONS REQUIRED IN PLANS. SUPPLEMENTAL j B OUT CONDUIT PLACEMENT �, C:3 SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR DETAILS THE LOOP LEAD AND SHIELDED CABLE SPLICE. 4.27) i C . i COOP SERIES2 (TYP.) 2.44m JUNCTION BOX NUMBER (TYP.) I TO ADDITIONAL �` • ~ • 8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED .SI i LOOPS WHERE ', N - CABLE AS NOTED IN THE PLANS. • j APPLICABLE D�° LOOP SAWCUT 9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION _i__ Y •••� SPLICE LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3(1410. I __ --1 DETAIL ••. KIT I A A �� • TO ADDITIONAL • 10. FRONT OF LOOP SHALL BE MEASURED FROM BACK OF STOP BAR. OR -• I • LOOPS WHERE BACK OF. CROSSWALK WHERE NO STOP BAR IS INSTALLED. I I M • O • APPLICABLE •••�••. .- 11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC. � B I%� I o JUNCTION BOX ,-L---- TO ADDITIONAL wN .12. LABEL ALL LOOP LEAD IN WIRES WITH BOTH LOOP' NUMBER _ I B LOOPS WHERE +S=START AND LOOP SERIES NUMBER ON TYPE R3 LOOPS AS SHOWN BELOW. I c APPLICABLE . E1. . •F=FINISH 0 co .i, CENTER OF LOOP SERIES • • . TO ADDITIONAL SPLICES, SEE LOOP LANE C N NUMBER LOOPS WHERE WINDING DETAIL APPLICABLE • j I C ' • B C LOOP LEAD IN WIRE LABEL: i B • - i o Lxxx L xxx - xx T e o LOOP NUMBER ) B I • a- j I.83m . TYPE R3 INDUCTION LOOP I. FOR CONDUIT STUBOUT A A LOCATION SEE'LOOP STUB A A OUT CONDUIT PLACEMENT • DETAILS LOOP NUMBER • LOOP SERIES NUMBER •• TO ADDITIONAL DASH IS OR F TYPE R3. TYPE Rl LOOPS WHERE . TO ADDITIONAL APPLICABLE INDUCTION LOOP INDUCTION LOOPLOOPS WHERE APPLICABLE. :F1 • f - •S1 • TO CONTROLLER 0 0 FULL DEPTH SAWCUT Icil e [,,2C(S) O 0 \ . 11172 , WM `•� le MATCH EXISTING MATERIAL • ' • v 0 SEALANT TO ENCAPSULATE CONDUCTORS - • '? n SEE SPECIAL PROVISIONS. "• 75mm CRUSHED SPLICE KIT a .'`-.' z x z SURFACING TOP COURSE 2O LOOP WIRE - a14 AWG. z x - 1 ' (WHERE SAWCUTTING IS . . JUNCTION BOX O LEAD-IN WIRES: (SEE INSTALLATION E E E E E REQUIRED) • • TYPE R1 INDUCTION LOOP NOTES) THREE PAIR MAXIMUM PER �h E E - © ��I N e SAND SAWCUT. w r o© 0ti .0 Q CONDUIT O EXTEND SAWCUT SUFFICIENT LENGTH TOirk- !. PORVIRE FULL SAWCUT DEPTH AROUND V % W = CONDUIT DIAMETER LOOP WINDING DETAILS. CORNERS. 6.35mm MINIMUM 12.7mm MINIMUM � W PLUS 50mm (�5 WEARING COURSE (LOOPS SHALL BE 12.7 mm MINIMUM NEW INSTALLED PRIOR TO FINAL LIFT IF WIDTH SAWCUT WIDTH SAWCUT WIDTH SAWCUT WAPPLI HERE ABLE •IN IMPROVED AREAS • APPLICABLE. SECTION IS INSTALLED) WHERE SECTION A-A SECTION B-B SECTION C-C WHERE SAWCUTTING IS NECESSARY BETWEEN CONDUIT STUBOUT AND ASSOCIATED JUNCTION BOX. 6 FILL WITH SEALANT. SEE NOTE 6 SEE NOTE 6 • REG�CX SECTION D-D XG. STATE FED.A I D PROJ.NO. ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/99RRELIMINARY , ENTERED BY P. DO. 1/3/99 • 10 WASH .� SR 167 L1 • CHECKED BY A. AMIRI 1/3/99 SUBJECT TO CHANGE Washington State I-405 VIC. TO SR 900 COUPLET PROJ. ENGR. G. L. McKEE 1/3/99 JOB 002 OOA002 �® Departmenfi of Transportation sXEET REGIONAL ADM,J. OKAMOTO 1/3/99 DATE• 2 COM TRACT NO. DATE DATE . REVISION BY . ROUND LOOP DETAILS • SE ITS • • i SUPPLEMENTAL SF'- ' o0 • IF REQUIRED IN j5 . SEE SPLICE TRANSITION FROM LOOP o VARIES - SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS 1TRANSVERSEWSAWCUOT SHALL DETAILS AND NOTES 10. 0 BE ON LANE EDGE (TYP.) SEAL CONDUIT WITH DUCT SEAL I I TRANSITION FROM LOOP JUNCTIONI I I • LEAD-IN SAWCUT TO C BOXLEAD-IN SAWCUTS ' PEDGEOFTRANSVERSE SAWCUT SHALL • 0 '-. SHOULLDER BE ON LANE EDGE (TYP.) m tiff rwri.... „ ....�,,... ' ... C. E I • •• •• , JB1 . 1 . 1 . 1 . ,1- p - • 0 �� / 0 t' „•:.:i -1:.°t' i`.i :�•=.-i '�';•: • W * tI T-',/% ' EDGE OF o 0 a I , ; , PAVED SHOULDER �— a • • i • I 4 FOR CONDUIT • I .,*. a LO- 251 I • STUBOUT LOCATION I • FOR CONDUIT SIZEI R n • -- / TO AMPLIFIER, TO LOOP STUBOUT, E LANE EDGE SEE LOOP STUBOUT �(\fl , --CI r` t° SEE PLANS SEE LOOP STUBOUT c� o o CONDUIT PLACEMENT , CONDUIT PLACEMENT o ? ”' , DETAILS DETAIL. w N I • I • I Y TYPICAL C O N D U I T PLACEMENT F O R LOOP INSTALL THREE 27mm SPARE I FOR CONDUIT CONDUIT STUBOUTS AS SHOWN. MARK ABOVE EACH • STUBOUT LOCATION DRILL HOLE 25mm SPARE STUBOUT WITH PK NAIL. LANE EDGE LOOP STUBOUT LEAD — IN WIRES LARGER THAN CONDUIT CONDUIT PLACEMENT FILL WITH EPDXY TYPE R3 SAWCUT LAYOUT DETAIL ( TYP. ) I DETAILS (FOR 3 TYPE R3 LOOPS) INSTALL THREE 27mm SPARE - N LOOP LEAD PAIRS 1-2. 3-{ 4-5 , 6-8, 9-12.. - LEAD- IN SAWCUTS AND STUBOUT ~DETA`I'L "'o STUBOUTS AS SHOWN: MARK ABOVE EACH SPARE STUBOUT WITH PK NAIL. CO CONDUIT SIZE (MIN. ) 27 35 41 53 . 63 TYPE R3 SAWCUT LAYOUT DETAIL ( TYP. ) •D E T A I L A (FOR 4 TYPE R3 LOOPS) co N TABLE A ALL DIMENSIONS ARE IN MILLIMETERS N UNLESS OTHERWISE NOTED. o SCOTCHCAST EPDXY 82A OR 82A-1 SPLICE KIT J TWO LAYERS OF VINYL ELECTRIC TAPE VINYL ELECTRIC TAPE . CEMENT CONCRETE CURBS -- - SEAL BOTH ENDS OR GUTTER- SEE STANDARD STUBOUT SHALL EXTEND A PLASTIC PLAN F-1 WITH ELECTRICAL 152mm MINIMUM OF 18mm INTO PAVEMENT. CABLE JACKET MOLD __ PUTTY AND TAPE \ -STUBOUT -SHALL EXTEND A E PAVEMENT DEPTH VARIES. - �u TO MINIMUM OF 18mm INTO PAVEMENT. m \ --- \ S JUNCTION ^ "' I Migi111,162�� '( BOX 610m PAVEMENT DEPTH VARIES. ����` ; F TO I I ////// \ + SCHED 40 PVC SECURED • JUNCCTTION I 1 6'10mm \ S 1-4,k BOX I I + CHED 40 PVC SECURED SOLDERED. IN ROAD -- SURFACE (TYP.) . ` - =.7.- -1- • I J IN ROAD SURFACE (TYP.) EDGE OF PAVED 25mm 25mm COMPRESSION CONNECTION SHOULDER 381mm E STUBOUT SHALL EXTEND A • DRAIN WIRE * / STUBOUT SHALL EXTEND A MINIMUM OF 18mm INTO PAVEMENT. 1\ DETECTOR LEAD-IN CABLE (FOLD BACK AND TAPE) LOOP WIRE, SEE MINIMUM OF 18mm INTO PAVEMENT. M I PAVEMENT DEPTH VARIES. TO / 2C(5), SEE STD. SPEC. STD. SPEC. 9-29.3(8) JUNCTION 610mm PAVEMENT DEPTH VARIES. 9-29.3(7) + GROUND DRAIN WIRE BOX TO JUNCTION 610mm AT AMPLIFIER ONLY • + SCHED 40 PVC SECURED BOX +SCHED 40 PVC SECURED IN ROAD SURFACE (TYP.) IN ROAD SURFACE (TYP.) SPLICE DETAIL + SEE DETAIL A NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE LOOP STUB-OUT PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 450mm ABOVE GROUND LINE. - • CONDU I T PLACEMENT DETAILS REGION . . STATE FED.AID PROJNO No. PRELIMII 4-Ig NEERING DESIGNED BY K. HALL 1/3/99 - 10 WASH ENTERED BY P. DO 1/3/99 SR 167 L 2 CHECKED BY A. AMIRI 1/3/99 SUBJECT TO �1�,� �al_ PROD. ENGR. G. L. McKEE 1/3/99 • '°e Nu`8ER vr Washington State I-405 VIC: TO SR 900 COUPLET REGIONAL ADM.J. OKAMOTO 00A002 DATE. /r Department of Transportation SKEET 1/3/99 CONTRACT NO. ^ q, DATE • DATE REVISION BY L�SjQFf ROUND LOOP DETAILSNEtTs CENTER ( ! a LANE o " • o i STOP BAR 0.3m ! 1.22m SEE LOOP SAWCUT A A DETAIL (TYP.) • C C EDGE OF PAVED DI I SHOULDER o ! g- FOR CONDUIT STUBOUT • B LOCATION SEE LOOP STUB " OUT CONDUIT PLACEMENT a C DETAILS 0 4.27m C (TYP.) 2.44m TO ADDITIONAL JUNCTION BOX (TYP.) LOOPS WHERE Qj APPLICABLE c ,�•,` �, ! a • •_ C D D • '.> i to M. Y A A L---- o o N • I SPLICES, SEE LOOP w I WINDING DETAIL 1 • co I • N j • • TYPE R2 INDUCTION LOOP • J TO CONTROLLER • 2Ccsi i \' LOOP SERIES TRANSITION FROM LOOP 0) NUMBER 4F2 LEAD-IN SAWCUT TO • •52 TRANSVERSE SAWCUT SHALL BE ON LANE EDGE (TYP.) SPACE KIT EDGE OF ••. SI �-PAVED TO ADDITIONAL I I 1 SHOULDER •F1 LOOPS WHERE , APPLICABLE ' •.• .: _JUNCTION BOX • • • , - JB .• 1 ,-; ' L' ° • FOR CONDUIT LOOP SERIES "14 TWISTED PAIR LANE EDGE I • I • STUBOUT LOCATION • NUMBER SEENOTE 0 6 TWISTS/METER DETAILSTER SEE LOOP STUBOUT C6 I� CONDUIT PLACEMENT - • INSTALL TWO 27mm SPARE STUBOUTS AS SHOWN. MARK ABOVE EACH TYPE R2 INDUCTION LOOP SPARE STUBOUT WITH PK NAIL. LOOP WINDING DETAIL TYPE R2 SAWCUT LAYOUT DETAIL ( TYP. ) (FOR 3 TYPE R2 LOOPS) • nEGOM STATE FED.AID PROJ.NO. !�B/��EtL��[�/q �I xo. 1.PELIM1! b6��®�! N Ic-�A0"vNGINEERING DESIGNED BY K. HALL 1/3/99 ENTERED BY P. DO 1/3,99 SUBJECT TO CHANGE 10 WASH CHECKED BY A. AMIRI 1,3,99 Adak 167 L 3 ., PROJ. ENGR. G. L. McKEE I/3/99 ��M1eEA Washington' State 1-405 VIC. TO SR 900 COUPLET REGIONAL ADM°J. OKAMOTO 1/3/99 OOA002 C Department Transportation CONTRACT NO. ROUND LOOP DETAILS Daki e SHEET DATE DATE REVISION BY. ` .2 5.1)„. I- • IIII I To23No R . 5E . WoM0 BEGIN PROJECT • SR 167 MP 25000 STA 42+325 ..000 Z BEGIN NORTHBOUND SR 167 OVERLAY ' to I x o 1 i t _ I In lx ---_--_ • ,T1-..�-;TC� lir --I- 795-8'7 p Q —___—___+�_ Cr-- - _ -t- ,, - -- - _$. 1 67 ----- ---___ -_ - MS--51 r� , ;i -M5_-1 --- ---------- -- ---+66� 52 i i: MS 2 S 16 _ �- -------- -- — - "' --- ---- -_ • • • Y . • o • To23No RE75Eo WoM0 ••• • • • • • • • • • • • •Z • • • N I- •v O r` M - • • • • • • • • • »i,1"/Trii,iii,i,iiiii, r>riiiir-7i,,,iiii,iii,-iir,-,iiiiir-iiiiii,,-zemirniii."irii Zii,i,iiiiiiii,,-ii»iT.,rr» irrii,-i,iii,ii,ii,iii,>>>iiiiiii»>ii.`iiii,i>>eche ' • O . O O N SEE DETAILS ON SHEET ITDI • 1— —1——1— —�——1——1——1——�— — 0 • 1- - - - —!— —— — —'-—1——�——1— —1— —1— —�— —1— �a;Pg;. —1— —1— CD 14 10- MS SI • �*x'I1�2 -MS---I _ • N 9"28'36" W - 0� - -- --- — • ti - - -_ - - - - - - - -�'= — — -MSH- -MSH--3 �4�0 --- - n- �- - — - MSH 53 +�' CD w _ — — • ii— —-MN_--32 _ ' ' -MN--S3 - -, 1— — -- - - — — - -MNH--1 .--1-I'I.r ` -- - '. _ -_t.__�T'--__- s - Zig--r--tel. r�L_- —.r�__r_7—_7_-'-- to __-__-_ - \)iT+-1,.1i_14;":•.:1:,-C-7/PBS------------------------------- �. ss • • • • • • • • • • • 0 10 20 - 30 . 40 50 SCALE IN METERS fE01°' STATE FED.AI D PROJ.NO. E GINEERING DESIGNED BY L. NGUYEN - p(,ELimIN S4 ENTERED BY H. M057AGHINI 10 WASH _� • SR 167 IT2 CHECKED BY M. JANKA J03 NUKIERSUBJECT TO CHANGE Washington State I-905 VI TO SR 900 COUPLET • PROJ. ENGR. G. L. McKEE - 5/IRE r 00A002 DATE: �� Department of.Trnnsportation oc REGIONAL AOM. J. OKAMOTO CONTRACT M0. L�/ DATE DATE REVISION BY • ITS PLAN S•i 77S I 1 • Y To23N . 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I , \ 1 .. 1, , , • j, 1 1 1 1 1 1 1 1 1 1 1 1 I I \ Existing• • ITS Legend ' New • -"------ ----- Condu i t • • CONSTRUCTION NOTES :: Type I Junction Box • Type 2 Junction Box O1 INSTALL TYPE RI INDUCTION LOOPS PER ITS STANDARD AND SPECIAL PROVISION. • Type 3' Junction Box • • (I SPLICE NEW LOOPS TO EXISTING WIRES AT THE JUNCTION AS SHOWN ON SHEET ITD2. a�V SC&DI Cable Vault EPS- SC&DI Pull Box MVP • - I,.y Controller Cabinet (Ramp Meter or Data Station) -r CY Type R1 Round Induction Loop Vehicle Detector • Type 2 Induction Loop Vehicle Detector - - ;T, 1 Transformer Cabinet '*20 30 40 50 .� CCTV Controller Cabinet 0 110 rTI • SCALE IN METERS • REMo°X STATE FED:AID PROJ.NO. Q�1\I a GINEERING DESIGNED BY L. NGUYEN 10 WASH ����� ,SER,, ;EF-I F ENTERED BY H. MOSTAGHIMI �+ CHECKED BY M. JANKA • ,�,,,,WA SUBJECT TO CHANGE Washington State I-405 VIC TO SR 900 COUPLET IT3 PROJ. ENGR. G. L. McKEE 00A002 DATE' ® Department of Transportation SHEET REGIONAL ADM. J. OKAMOTO CCMITHJCT N0. / ' DATE DATE REVISION BY ITS PLAN sks I • To23No Ro5Eo WoMo • • mom Z �— / CI j •i / ,i 'i til ` \\♦ - II/, II,,1 Ili % * 'l CD / / I,kiv'� n'1 111 Ra ~ -' / ,/ i // Nr Hill— Iky % .1 \ O /'/ dr i / // Mi ii{ •i- \t r• /• �, i i ,' I J t 1 WI w\; : o • ., , „ - • sir ..........'•••:,.:41 . . a., .........., ,..:........, • —x- -x——x—• — }\`` I ``` ; - p I___,,- __,3- 'C`� . _x— x ` .. Ip x— -- �' ' , 0 ro 0 o + ----------------------------------------------------------------+------------------------ - — Q +T00 N o1�45'00" E —200 SR 167 +300 - - - - - - T F- AMN---2 r, o a • W ---- AMN---1 C' - 0 • _1-1 _ APB; - - - - - -- - - -- - - --- -- - ----- ----- - -- - - •-� =p=_ =_=-____-__________________=____-_ "fir _---.7 _ 1 ----- x _ -: T\ --"r--- ---- .7.===277__________ ___---------__===---:.-------, ---------------N 04'`YY2r25==•E___ ______--__ tom- - .. ...moi._ _f,__,� �i� - `''•,T�`� : S , • , 1 = _ k ' ,.` V. LEGEND • `> . s`�' 49 Iii / O EDGE STRIPE DOUBLE YELLOW CENTER LINE STRIPE • _ -_ •SN.,`. • ,����� `‘`:. �1; ; ; O LANE STRIPE © `,TWO WAY LEFT TURN LANE STRIPE - �\;• �`..5�s.. ���, ,, �' 03 GORE STRIPE O7 PAINT EXISTING CURB - �, ?` ` IlyaI O DROP LANE STRIPE ` �� SIGN NOTE ci SINGLE POST SIGN (EXISTING) SIGN REMOVAL NOTE el SIGNLE POST SIGN (NEW) NEW LOCATION 1- EXISTING OVERHEAD SIGN GENERAL NOTES.: SIGN RELOCATION NOTE I- NEW OVERHEAD SIGN 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO • JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31. 1961, AND BLACK RIVER TO EXISTING LOCATION ::; EXISTING CATCH BASIN EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. _! EXISTING CULVERT W EXISTING GRATE INLET 2. SEE STANDARD PLANS AND SHEET MD2 FOR STRIPING DETAILS. 0 10 20 30 40 50 ---- • SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. Ruo°M STATE FED.AID PROJ.NO. � ���■ s,In , AL GINEERING DESIGNED BY L. NGUYEN 1/3/00 PRELIMIN s E IT4 ENTERED BY H. MOSTAGHIMI 1/3/00. 10 WASH �_ SR 167 CHECKED BY M. JANKA' 1/3/00 JOBHUHgEA SUBJECT TO CHANGE Washington State. I-405 VIC TO SR 900 COUPLET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 Department of Transportation SHEET REGIONAL ADM. J. OKAMOTO 1/3/00 DATE: T E: - 3$ CONTRACT M0. ` ,! DATE DATE REVISION BY • . ITS PLAN cEE •0 GRINDING DEPTH = 15 mm m = w o_ o w o °- z z , C w • f E SHOULDER / , z P . , ry /, _ O O O -MNH-- 1 i ;� -MNH-S1 ; E E -- CC -0• I ti oN E . i EXISTING PAVEMENT SURFACE .i M -MN---2 t ,,�I ! �,;_; -MN- -S2 A . a . � ti E I i I _ E E E W —MN---3 ,�� i !„" ; -MN--S3 �, - - -'- - - -'- - - — - - - - - - - - . E M I ! Q u, NI EXISTING LOOP Q Y .cs,E SHOULDER F. . o 2.0 m �� 2.5 m s 2.0 m 0 N GRINDING DETAIL AT THE LOOP LOCATION ON SR167 NORTHBOUND •• • APPROXIMATE STATION 42+4680000 AND 43 +3480000 GRINDING PROFILE N . • N .1- 0 F0 J d — -- . v • E SHOULDER N o NEW TYPE R1 INDUCTION ROUND LOOP — (DI r I E EXISTING LOOP -MN-- -2 i i---- E I lc NEW TYPE R1 INDUCTION ROUND LOOP--31 - II ! --,— EXISTING LOOP M -MN--- 1 t I._.:k! 1 • • E SHOULDER N Y G:1 Ci'a LOOP REPLACEMENT ON SR167 NORTHBOUND • STATION 44 +5180000 . • 01 ONSTATE FED.A I D PROJ.NO. xo. ENVIRONMENTAL AND ENGINEERING SERVICE CENTER DESIGNED BY L. NGUYEN 1.0 WASH iSR 167 I'TD1 ENTERED BY H. MOSTAGHIMI �, Washington I-405 VIC TO SR 900 COUPLET — on State CHECKED BY M. JANKA J�MASER `; i✓.,,._. a `• �• N. ., Department of Transportation • SHEET PROJ. ENGR. G. L. McKEE p REGIONAL ADM. J. OKAMOTO CONTRACT NO. DATE■ 3y DATE DATE REVISION BY ITS DETAILS 5 E1 ETS I I LOOP INSTALLATION NOTES 1 0 1. INSTALL JUNCTION BOX AND LEAD-IN CONDUIT. LOOP SAWCUT • 0 LEAD-IN TO ROUND = TO ADDITIONAL LOOPS WHERE 2. SAWCUT LOOP SLOTS AND LEAD-IN SLOTS. 0 TO ADDITIONAL TO ADDITIONAL APPLICABLE LOOPS WHERE LOOPS WHERE • 3. LAY OUT LOOP WIRE STARTING AT JUNCTION BOX, ALLOWING APPLICABLE . APPLICABLE •.�.•••I $ k TWO METERS MINIMUM SLACK. • CENTER OF 4. INSTALL WIRE IN LOOP SLOT AS SHOWN. 0 LANE C 5. FINISH LAYING OUT WIRE AT JUNCTION BOX AND IDENTIFY LEADS ROUND LOOP j 2CIS) WITH LOOP NUMBER AND "'S"" FOR START AND "F FOR FINISH. SAWCUT B _ 0 C 6. TWIST EACH PAIR OF LEAD WIRES SIX TIMES PER METER FROM -I- �' SPLICE KIT -----TO CONTROLLER LOOP TO JUNCTION BOX. REVERSE DIRECTION OF TWIST FOR EACH B SUCCESIVE PAIR INSTALLED. 1)111!!°° Q 1.83m o 7. CONSTRUCT SUPPLEMENTAL SPLICE CONTAINING ANY SERIES OR E —r A A PARALLEL LOOP CONNECTIONS REOUIRED IN PLANS. SUPPLEMENTALco TYPE RI INDUCTION LOOP JUNCTION BOX SPLICES ARE SUBJECT TO THE SAME REQUIREMENTS SHOWN FOR THE LOOP LEAD AND SHEILDED CABLE SPLICE.06 j v cn 8. SPLICE LOOP LEADS OR SUPPLEMENTAL SPLICE LEADS TO SHIELDED CABLE AS NOTED IN THE PLANS. TYPE R 1 • LOOP WINDING DETAIL S • 9. COMPLETE INSTALLATION AND TEST LOOP CIRCUITS OR COMBINATION LOOP SAWCUT INDUCTION LOOP LOOP CIRCUITS. SEE STANDARD SPECIFICATION 8-20.3114)0. 10. SEAL ENDS OF CONDUIT WITH ELECTRICAL PUTTY OR SILICONE. DETAIL 11. CONDUIT FOR LOOP STUBOUT SHALL BE SCHEDULE 40 PVC. 0 0 0 • cv ccQ m O ti I- O J a. 0 p FULL DEPTH SAWCUT O OA 0SEALANT TO ENCAPSULATE CONDUCTORS - 11E1 r' `!_ f_ SEE SPECIAL PROVISIONS. A A MATCH EXISITNG Z PAVEMENT MATERIAL ZO LOOP WIRE - PER SPECIAL PROVISIONS z z !"-i:: , z x O3 LEAD-IN WIRES: (SEE INSTALLATION Z x 75mm CRUSHED E 1::: E NOTES) THREE PAIR MAXIMUM PER E E E E SURFACING TOP COURSE SAWCUT. N in E E © \ SAND O4 EXTEND SAWCUT SUFFICIENT LENGTH TO ~ Ilk N. 1D " CONDU T PROVIDE FULL SAWCUT DEPTH AROUND / © 1D ti ICORNERS. '�.'1'''y iig - E t --)1 O WEARING COURSE (LOOPS SHALL BE Y E W = CONDUIT DIAMETER INSTALLED PRIOR TO FINAL LIFT IF c`r'v W PLUS 50mm NEW PAVEMENT IS INSTALLED) WHERE 7mm SAWCUT 14mmSAWCUT 14mm MINIMUM WIDTH SAWCUT APPLICABLE. SECTION A-A SECTION B-B SECTION C-C APPLICABLE FOR OFF-ROAD O6 FILL WITH SEALANT. PAVED AREAS ONLY SEE NOTE 6 SEE NOTE 6 SECTION D-D "t,`ro10M STATE FED.AID PROJ.NO. ER E DESIGNED BY L. NGUYEN PRELIMINA s AWEMING ENTERED BY H. MOSTAGHIMI 10 WASH SR 167 I TD2 CHECKED BY M. JANKA JCS?Wq SUBJECT TO CHANGE Washington State I-405 VIC. TO SR 900 COUPLET PROJ. ENGR. G. L. McKEE Department of Transportation Wii REGIONAL ADM. J. OKAMOTO D ATE: DATE CONTRACT HO. I l ,57 DATE REVISION BY ITS DETAILS SHEETS 1 SUPPLEMENTAL SPLICE 0 IF REQUIRED IN PLANS •z SEE SPLICE SEE NOTE 11 DETAILS D VARIES - SEE LOOP STUBOUT CONDUIT PLACEMENT DETAILS AND NOTES I SEAL CONDUIT WITH ELECTRICAL PUTTY OR SILICONE JUNCTION o, �i••• BOX LEAD-IN SAWCUTS D j o U 0 y; •. • U •'<.i:; m D �, 'v- 4: — o a CI FOR CONDUIT SIZE U. W TO AMPLIFIER, TO LOOP STUBOUT, o E SEE PLANS SEE LOOP STUBOUT W m o CONDUIT PLACEMENT - o . DETAIL. WVI TYPICAL CONDUIT PLACEMENT . FOR LOOP CONDUIT • LEAD- IN WIRES - DRILL HOLE 25mm LARGER THAN CONDUIT •0 o FILL WITH EPDXY • N LOOP LEAD PAIRS 1-2 3 4-5. 6-8 9-12 ' LEAD- IN SAWCUTS AND STUBOUT DETAIL a CONDUIT SIZE (MIN. ) 27 35 41 53 63.. • • DETAIL A TABLE A - ALL DIMENSIONS ARE IN MILLIMETERS N I- • J UNLESS OTHERWISE NOTED. d . • SCOTCHCAST EPDXY 82A OR 82A-1 SPLICE KIT CEMENT CONCRETE CURBS -- OR GUTTER- SEE STANDARD STUBOUT SHALL EXTEND A PLAN F-1 TWO LAYERS OF VINYL ELECTRIC TAPE. AIIII FOIL SHIELD 152mm MINIMUM OF 18mm INTO PAVEMENT. E ■ �-STUBOUT SHALL EXTEND A E PAVEMENT DEPTH VARIES. DRAIN WIRE • SEAL BOTH ENDS TO MINIMUM OF 18mm INTO PAVEMENT. �I PLASTIC MOLD WITH ELECTRICAL JUNCTION 610m PAVEMENT DEPTH VARIES. I I / Y M CABLE JACKET �� d PUTTY AND TAPE BOX TO '�. • SCHED 40 PVC SECURED JUNCTION I I 610mm \ �� / BOX I I •SCHED 40 PVC SECURED F - EDGE OF INTO ROAD SURFACE (TYP.) -1-- I INTO ROAD SURFACE (TYP.) SHOULDERPAVED 381mm 381mm SOLDERED 25mm COMPRESSION CONNECTION E STUBOUT SHALL EXTEND A . —STUBOUT SHALL EXTEND A - MINIMUM OF 18mm INTO PAVEMENT. l MINIMUM OF 18mm INTO PAVEMENT. I PAVEMENT DEPTH VARIES. TO / LOOP WIRE, SEE JUNBOTXON 610mm PAVEMENT DEPTH VARIES. DETECTOR LEAD-IN CABLE STD. SPEC. 9-29.3(8) 2C(S), SEE STD. SPEC. • GROUND DRAIN WIRE TO L ———I 9-29.3(7) JUNCTION 610mm \ AAT AMPLIFIER ONLY • SCHED 40 PVC SECURED BOX ` 'SCHED 40 PVC SECURED INTO ROAD SURFACE (TYP.) INTO ROAD SURFACE (TYP.) SPLICE DETAIL FOR TYPE R1 • SEE DETAIL A NOTE: SPLICE KITS SHALL BE CENTERED ON CONDUCTORS AND SUFFICIENT SLACK SHALL BE LOOP STUB0UT PROVIDED THAT THE SPLICE CAN BE RAISED A MINIMUM OF 450mm ABOVE GROUND LINE. CONDUIT PLACEMENT DETAILS • '„o°N STATE FED.AID PROJ.NO. E N �ITNGINEERING ' DESIGNED BY L. NGUYEN DRELIMINA • ENTERED BY H..MOSTAGHIMI 10 WASH �� SR 167 IT03 CHECKED BY M. JANKA JOU HUMBER SUBJECT TO CHANGE Washington State I-405 VIC TO SR 900 COUPLET PROD. ENGR. G. L. MAKEE Department of Transportation VI REGIONAL ADM. J. OKAMOTO DATE. COx TpiCi NO. DATE DATE REVISION BY or ITS DETAILS ` SHEETS . I - - • Sign Specifications . Roadside Sign Structures . • • - MilLOCATION SIGN SIZE SHEETING LETTER SIZE POST SIGN CODE NUMBER (STATION NUMBER) X Y TYPE OR CODE MATERIAL SPOSPOST LENGTH CLEARANCE I E C-1 W20-1 39+960 - 1200 1200 I OR II � 175•p HI ® H3 H4 v© REMARKS C-2 W20-1 METAL 102 DIA 2.5 39+960 RT 1200 1200 I OR II 175 D 2.1 2.4 MOUNT ON•BARRIER • C-3 G20-2a DR2 1200 600 I OR II 150 C WOOD 4 X 6 5.4 2.1' 4.2 C-4 W20-1 DR2 1200 1200 I OR II 175 D 4 2.1 4.2 C-5 G20-2a 44+526 LT 1200 600 I OR II 150 C WOOD 4 X 6 6.4 ___ 2 1 4.2 1111111111 2.1 4.2 MOUNT ON ILLUMINATION POLE • C-6 G20-2a AR2 1+170 LT 1200 600 I OR II' 150 C C-7 • G20-2a CR2 WOOD " 4 X 6 5.4 111111111111 1200 600. I OR II 150 C WOOD 4 X 6 5.4 • 4.2 C-8• - W20-1 WN1 4.2 C-9 1200 1200 I OR II 175 D WOOD •4 X 6 6.4 • W20-1 - GRADY WAY 1200 1200 1 OR II 175 D WOOD 4 X 6 4.6 4.2 C-10 G20-2a GRADY WAY 1200 600 I OR II • 150 C. WOOD 4 X 6 __ 2 1 2.8 _ 4.6 111111111110 2 8 C-11 G20-2a GRADY WAY 1200 600 I OR II . 150 C C-12 W20-1 ;" WOOD 4 X 6 4.6 GRADY WAY - 1200 1200 I OR II - 175 p 2:1 2.8 C-13 W20-1 HARDIE AVE SW 1200 1200 I OR II 175 D.• WOOD 4 X 6 4.6 __ 2 1 2.8 G20--1 WOOD 4 X 6 4.6 -- C-12 - HARDIE AVE SW 1200 -600 , :- I OR II ' -1,50 C' ". '` C-15 - -- - W20-1 WOOD . . 4 X 6 - 4:6 - �-= - -- •- • �.1.. _ ._- - � _ - 2.8 S'7TH AVE 1200 1200. I OR II • 175 D - 1 • 2:8 _ - WOOD 4 X 6 4.6 2.1 2.8 C-16 G20-2a • S • 7TH AVE 1200 600 I OR II 150 C- WOOD 4 _ - C-17 G20-2a " S 7TH AVE' 1200 600 I OR II 150 C 2 1 2.8 C-18 W20-1 S 7TH.AVE WOOD 4.X 6 4.6 2.1. 2.8 C_1 g 1200 1200 I OR II 175 D • WOOD 4 X 6 4.6 G20-2a S 4TH PL 1200 - 600 I OR II 150 C WOOD 4X 6 4.6 1111111 2 1 2.8 C-20 W20-1 S 4TH PL 2.1 2.8 1200 1200 I OR II 175 D WOOD 4 X 6 4:6 __ • 2.1 2.8 C-21 G20-2a • S 3RD PL C-22 1200 600 I OR II 150 C WOOD 4 X 6 4.6 W20-1 S 3RD PL 1200 1200 I OR II 175 D 2 1 2.8 .C-23 W20-1 . ' SUNSET BLVD 1200 1200 I OR II 175 D WOOD 4 X 6 4.6 2.1 2.8 WOOD 4 X 6 • C-24 G20-2a SUNSET BLVD. 1200 600 I OR II 150 C 4.6 2.1 2.8 C-25 W20-1 S 3RD AVE 1+315 1200 1200 I OR 11 175 D WOOD 4 X 6 4.6 2.1 2.8 WOOD 4 X 6 4.6 2.1 2.8. NOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G". IN THE FIELD PRIOR TO FABRICATION. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. CONSTRUCTION NOTES: 1. SIGNS C-1 TO C-31 TO BE PAID AS CONSTRUCTION SIGNS CLASS A . • • • • REGION NO. STATE FED.AID.PROJ.NO. ENVIRONMENTAL& ENGINEERING • ?ESIGNED BY & 11 :NTERED BY 11/3/00 I 10 WASH SERVICE CENTER A HECKED BY _ I. 1/3/00 I�, Washington State SR 167 • CS ROJ.ENGR. �� 1/3/00 �oaNu�naEs P� ELIMINARY PLANS -1� Department of Transportation IST EN r nKA o 11/3/00 I 1-405 V1C.TO SR 900 COUPLET O 1 3/00 I °0A0°2 SUBJECT TO CHANG SHEET DATE DATE OONTP.ACT NO' �J�of�lT REVISION I BY • [� TF CONSTRUCTION SIGN SPECIFICATIONS. 5j SHeeTS Sign Specifications . Roadside Sign Structures SIGN# SIGN CODE NUMBER LOCATION SIGN SIZE SHEETING LETTER SIZE POST (STATION NUMBER) ©© TYPE OR CODE MATERIAL POST POST LENGTH CLEARANCE C-26 G20-2a SIZE •S 3RD AVE 1+315 1200 600 1 OR II 150 C ®® H3 H4 OQ REMARKS C-27 . • W20-1 - 46+350 LT WOOD 4 X 6 4.6 . I C-28 1200 1200 I OR II 175 D WOOD _� 2 1 2.8 • G20-2a 46+350 RT 1200 600 I OR II 4 X 6 4.6 2 1 2 8 C-29 W20-1 S 2ND ST 1+315 LT 1200 1200 I OR II 175 D WOOD •150 C WOOD 4 X 6 4.6 Eimmilmi C-30 W20-1 S 2ND ST 1+315 LT 1200 1200 1 OR II 175 D WOOD. 4 X 6 4.6 _ 2..1. 2.8 4 X 6 4.6 • C-31 W20-1 -� _� 2.1. 2.8 • MIIIIIIIIIMIIMIIIMIIIIIIIIIIIIII :•• ON RAMP 1200 600 I OR II 175 D WOOD - 4 X 6 5.4 • __ 11111111111111111111 MIME 2.1 4.2 . IIIIII 1111111 Mil 11111 IIIII 1111.111111111111111 . 111111 • 1111111111111111111 . • .11111111111111111111 - • Millillinilll • • MENIMINIMMEMINIMINIMMINNI VOTES: POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED INT • HE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES "G�� THE FIELD PRIOR TO FABRICATION. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. • - CONSTRUCTION NOTES: 1. SIGNS C-1 TO C-31 TO BE PAID AS CONSTRUCTION SIGNS CLASS A • • • • :SIGNED By . 11 REGION NO. STATE FED.AID.PROJ.NO. ENVIRONMENTAL& ENGINEERING TERED BY 1/3/00 111111 10 WASH 'RELI�ii `,A1� ECKED ' �� 1/3 00 EPLANS BY r Washington State SR 167 CS OJ.ENGR. -�� 1/3/00 I ;T.ADM. �� • 1/3/°° '°E""'"E� SUBJECT TO '� Department of Transportation 1-405 VIC.TO SR 900 COUPLET .= I /3/00 I ooA°oz CHANCE E SH_ET DATE DATE CONTRACT NO. /\TE REVISION I g�. of CONSTRUCTION SIGN SPECIFICATIONS 51 SHEETS • • • o To23No RoSW Eo . oMo . • : • ROAD • • • • • WORK 0 1 1 I • • ANEAb • 1 l 1 W20-I • 1 I I • 1 1 1 . • 1 I I I I 1 • II I 1 II C 11 1 ' 1 CA 11 1 I ;I • co 41+000 +100 +200• — _ — ---- N SR 157 +300 +400 '' ---- • 41+500 +600 +300 163 {/�/J • _ j1 1 Y CI --- __=__-- ---_ • a ,ti I D — _ _ fr II- • 11 1 i to -` �A 4p n i 1 i i V3 W20-1 ROAD u i�--Y• I • • /. wont( ' "'� ". u i ' it • • MEAD ii i i� Y - 11 1 I 11 • . 1 1 1 • .�`` 11 1 1 JI . • • ��\ 1{ I ' 111 _ ,,`�:. II 1 I 111 BEGIN PROJECT II " � It I I 111 • SR 167 • II 111 MP 25. 00 • N `�` 11 I 1 III ���— -''!-- • " ; ; "' '�s�" STA 42+325 . 000 m 11 1 1 1,1 • LL . II 1 1 III - --_ II I ; 11; - BEGIN NORTHBOUND • • •cr11 14...,,---,-______-_-...---- ly_ - • SR N •• • • ��; 167. OVERLAY -• J ;; QED ROAD _ 1 I I' WORa 1200mm ., , 0 • • •`�`�, ‘: 1 II W20-1 AHEAD &PID \I I n ..— - ... - 600mm / a ROAD WORK G20-2a ' " / /I/�/ • ••t\ \ IN 1 '111 / / • • / /• / M1 f `''I\ \ 'l1I 'int / / /".,- // NI 1 pl \ :RI in, / I ____,...--1-7-----...r---- - ,•:"...,/ // "1 1~ '„N\ I\ IN 1 1"1 i ;/ • WOAD 1200mm ' ell 1 1 I • • • • • u�"O • INl I1 in kr' • In f 1 0� / j I WDRa %D • "A INI u !N 1'a a iNi i "'/ i AHEAD W20-1 ROAD WORK 1600mm • - \ N 1 1 111 or u x 1 a 1200mm • °+;;•\• M' INI '"' I • %%/ ; 600mm ;: N 1 ' iiiiv�i illi 1 1 '1 1 44+690 - BID "' � ,% I I BEGIN SOUTHBOUND ��� ROAD WORK 11 I � ` �` N i "� iii "I\ OVERLAY • j 1 '"' 1111 \ I`;\ SR 167 V �`�(2 --i �-_- 1 -ixi"--''1 - `<' ' \\ `�;\ ROAD • `—-—4'1/49—._1+000 00 1 1 i 1+000------1111 III, I '��'' G20-2a ``.` �: AHEAD 4110 2D-2 • SR 167 +300 4 x �.1; ; - - `,- ,$ 0 _ii ^ � W20-1 G� • __ +— — — — ' 44+500_ �R 167 +600 r I-.N..- � —____-- 1. 1+000 — — — +700-- - +800 ----- ��� /iHAROIE AVE. SW ---- __ ,CQ2`R X90 i N tax 1—r7---rr rr-771-r1- X �� •� —� 1 i IA CS 1 ` oib s4. O/ / 'PI Z Q 1 • `\ \\-1::-. k �/ y 1� \ \ \ D. / / 1.1 1 ti 1200mm 1200mm `'�� • ROAD ROAD • - 600mm ROAD m mgRx t£x® ® WORK �� 4113101 HD • WORK AHEAD Q G20 2a ROAD WORK 0 AHEAD G20-2a 600mm ROAD WORK ® W20-1 0 10 20 30 40 50 W20-1 W20-1 AME" 600mm G20 2a • 1200mm SCALE IN METERS • Mil RE II@f STATl FED.AID PR0J.N0. DESIGNED BY . K. HALL 1/ PRELII�iIf� 5 R C A NEERING • ENTERED BY P. DO 1/3/00 10 WASH CHECKED BY A. AMI RI 1/3/00 �� SUBJECT TO CHAI\IG ��� Washington State SR 167 C 1 PROJ. ENGR. G. L. McKEE 1/3/00 lOBHOIeER 1-405 VIC TO SR 900 COUPLET REGIONAL ADM.J. OKAMOTO I/3/00 00A002 /��C� Department of Transportation DATE in COHTAICT HO. DATE(� SHEET DATE REVISION BY �0I Zs CONSTRUCTION SIGNS sHiEFs • i To23No Ro5E ! Wo Mo kc) 6% AA G20-20• ' I. 1 • 6�G1 C23 • \ f�S EES ROAD • W20-1 END AGN SE• S N \ WORK AHEAD ROAD �! c�/ i� WOAD RORK 600mm V,t" \\ /9\ WORK // c1 Y I. 1200mm v \ cn AHEAD i// y co . \ ® o !% \ 0 \ !! ^� /i END PROJECT \ wzo-1 ,� /•/ _° \ `I \ _ �c� '� • SR 167 MP 27. 28 \ � _ STA 46+0330000 • EE \ \ \ / �= 800 ' �' r� \ �\ \\\ \\\ /� W +900 END S R 16 7 OVERLAY & c—�7 \\ \ in 11 V O / G20-2a O / ill-tiROAD • l 6% "0 11 O / END • ,y/o% 1 / ROAD WORK 600mm • /:-/c3% ,, ® WORK • % - '.44 W20-1 AHEAD 00 \\ 1200mm I fR N • \ �. 4 �- • o If /, \\ ® //�, T , s• '`100 co 1 \ W • 620-2a iti/y/ 11 1 \ oa N /• II f \\\ \\ - 600mm ROA9 bORK G2® !�n�o!/ ` ./.-y/,O/ \\ \ END �' % o • /// 0/p / \\\ k \\ 1200mm ROAD YORK 600mm N . I _ o / ti / \\\ \\ 1200mm41*14 G20-2a / y • y� \\` \\\ • -\\ W20-1 ® 600mm ROAD DM l / „ / \ ROAD 1 / y�� \\ \J \\\ WORK • W20-1 1200mm • \\\ \ MEAD ROAD \\ \\ WORK \\, \ AHEAD • c2o a \\�\ %3Op ------,_ II I III �n W20-1 ____— _ --- /' r\ c 600mm ROAD WORE um I —\� 16 1 r�- _ 45+500 "`°W ROAD � -�--z ,Y _--_ +600 +700 -"_ WORK SR 167 ---o �n 1200mm • •---- En MEAD —c til tnW 1. i! \ _ 2 2 I i 1 � i -'~ 1 1 x • 1 �1 " • 1 m 1 �` • I ------- ------- • • • ® • IO ® ROAD ROAD I {- r 9 G20-2a worm G20-2o W20-1 AHEAD 0 10 20 30 40 50 W20-1 AHEAD SCALE IN METERS 600mm ANDEND ROAD YORK 600mm ROAD YAOR: -. 1200mm 1200mm • AxO.°' STATE FED.AID PROJ.NO. E N T NGINEERING DESIGNED BY K. HALL 1/3/00 °RELIMINA ENTERED BY P. DO 1/3/00 10 WASH SR I67 C2 CHECKED BY A. AMIRI 1/3/00 SUBJECT TO CHANCEitgg AMUWashington State I-405 VIC TO SR 900 COUPLET D PROJ. ENGR. G. L. McKEE 1/3/00 0 002 • 00A002 _ ®� Department of Transportation SHEET REGIONAL ADM.J. OKAMOTO 1/3/00 A0 CONTRACT H0. DATE: �• OF CONSTRUCTION SIGNS DATE DATE REVISION BY 5�SHEE 5 1 (SEE NOTE 1 ) (SEE NOTE 1 ) • 0 1200mm W4-2(L ) •20 -5(R) W20-1 o END 600mm Black on Orange ROAD RIGHT LANE WORK GENERAL NOTES: ROAD woRK CLOSED G20-20 or reverse cone toper to AHEAD AHEAD show end of work area 1 . Flashing warning lights and/or flags shall be 150m MAX - used to call attention to early warning signs a Truck with TMA 1.1., L X l X X when specified in the plans. E30m� >� > � a c 2. For signs on ramps, the spacing shall be -as .I � R�- I rE-Bc .l 3. Allavalsagns are 1200 X 1200 black on orange unless . , , // I l ® ® otherwise designated. 9 o WORK 0 4. All dimensions ore in millimeters unless otherwise N n �j� AREA �'�-® ® o $ designated. E — — --a o-0 o--o o-0 O o 0-0 0 11 BUFFER DATA 0 a ' U BUFFER SPACE = B ( IN METERS) 'Cr- Speed (MPH) 25 30 35 40 45 50 55 60 65 SR 167 LENGTH (M) 17 26 37 52 67 -86 102 127 148 Y BUFFER VEHICLE ROLL AHEAD DISTANCE = R 41_ 41 BUFFER VEHICLE STATIONANY MOVING o • — WEIGHT OPERATION OPERATION 0 N ♦ 6,800 Kg 8 METERS 23 METERS m a 10,900 Kg 8 METERS 23 METERS T- " SINGLE LANE CLOSURE - ROLL AHEAD STOPPING DISTANCE ASSUMES A 4,500 LB ARTERIAL SECTION ( Grady Woy ` to End of Project) W9-3 W20-1 IMPACTING VEHICLE AT 65 MPH SPEED AND DRY PAVEMENT ENTER ROAD 0 LANE WORK a CLOSED AHEAD AHEAD MINIMUM TAPER LENGTH = L IN‘ METERS TRAFFIC SAFETY DRUM SPACING (M) L/3 X X LaWne Posted Speed (MPH) I a� MPH Taper Tangent (M) 25 30 35 40 45 50 55 60 65 A 50/70 12 24 3.0 32 46 63 83 138 153 168 - - 41 35/45 9 18 41 3.3 36 51 69 90 151 168 185 201 - 41 25/30 6 12 11 3.6 39 55 75 98 165 183 202 220 238 11 • — - a o– ° 0 a �/��//9/I//A,°1 a a — c //c(/0// 4 0 0--0 01--0 SR 167 LEGEND SIGN SPACING = X (M) 41 — 0 0 o TRAFFIC CONES FREEWAYS & 55/70 MPH 450 M +/- 41_ o a a TRAFFIC SAFETY DRUMS EXPRESSWAYS (OR AS PER MUTCD) 4 444 SEQUENTIAL ARROW SIGN RURALS ROADS 45/55 MPH 150 M +/- OBLITERATED MARKINGS 41 (OR AS PER MUTCD) 41 (SEE NOTES) URBAN ARTERIALS 35/40 MPH 105 M +/- I In (OR AS PER MUTCD) X X L/3 3'1 CENTER LANE CLOSURE Truck with TMA is optional URBAN STREETS 25/30 MPH 60 M +/- W20-1 W9-3 on arterial section. RESIDENTIAL & (OR AS PER MUTCD) (SEE (SEE ARTERIAL SECTION (.Grady Way to End of Project) BUSINESS DISTRICTS NOTE 1 ) NOTE 1 ). REGION STATE F ED.A I D PROJ.N0. ENVIRONMENTAL AND ENGINEERING No. DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINARYR ,�� SR 167 TC1 ENTERED BY P. DO 1/3/00 Washington State I-405 VIC TO SR 900 COUPLET • CHECKED BY A. AMIRI 1/3/00 JOB HUNGER SUBJECT TO CHANGE VW Department of Transportation SHEET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 REGIONAL ADM.J. OKAMOTO 1/3/00 DATE REVISION BY CONTRACT NO. DATE- TRAFFIC CONTROL PLAN 5G1 SHEETS N • - I a 0 600mm 0 • SIDEWALK CLOSED « • I 300mm • f ♦ USE OTL12 BUD[ Crosswalk c col R5-9 (MOD) . « « w C) — 'E CSJ' • 4S SR 167 oa NSI; \\ — — -. WORK ZONE — — . — —L°— — a-- — — — \___ea 4 0 Y Oh \\\ 41\\ ° • 0o a ♦ « ° SR 167 .^j I h h g LB - 60m h -o X X - - «X � 2L � -.1R 150m MAX « - _ a - cc _ - r- Truck with TMA « (V - - « I o •4_2(L) 1200mm ii LACK ON ORANGE END 600mm ROAD WORK 600mm ZAr W4-2(L) G20-2a BLACK ON ORANGE Or reverse cone taper SIDEWALK CLOSED RIGHT to show end of I 300mm TWO LANES work area CLOSEDUSE OMER SIDE ROAD AHEAD W20-501 WORK (See Note 1 ) - R5-9 (MOD) • AHEAD INTERSECTION DETAIL W20- 1 (See Note 1 ) N.T.S. DOUBLE LANE CLOSURE N.T.S. • GENERAL NOTES ARTERIAL SECTION ( Grady Way to End of Project) 1 . Flashing warning lights and/or flags sha l l be used to call attention to early warning signs when specified in the plans. 2. For signs on romps, the spacing shall be "as available-. 3. All signs are 1200 X 1200 black on orange unless otherwise designated. Truck with TMA is optional SEE SHEET TC1, FOR TABLES AND LEGEND. on arterial section. 4. All dimensions are in millimeters unless otherwise designated. 10WASH cSTATE 1 ED.AID PROJ.NO. PRELlINSE �1LGINEERING TC2 DESIGNED BY K. HALL 1/3/00 ft. SR 167 ENTERED BY P. DO 1/3/00SUBJECT TO CHANGE _ WashingtonState I-405 VIC TO SR 900, COUPLET CHECKED BY A. AMIRI 1/3/00 JOB NUMBER WITAr Department of Transportation SHEET PROJ. ENGR. G. L. McKEE 1/3/00 OOA002 REGIONAL ADM,J. OKAMOTO 1/3/00 CONTRACT NO. DATE: 42 OF DATE DATE REVISION BY" TRAFFIC CONTROL PLAN E5� SH Ts W20-5(L ) _ (SEE NOTE 1 ) 0 0 LEFT LANE CLOSED AHEAD W20-1 • a+ (SEE NOTE 1 ) - Z ROAD o WORK AHEAD E WA-2(R) -- Truck with TMA (mandatory) a BLACK ON ORANGE u Rr LO XXXL B I F F • MNIIMINIIMEMININIIMENIMMIIII Jr AI II Ir AII Ar" * 0 0 MOWORK AREA di o * SR 167 N ----\N\ ImmimmilimmImmismopp.- — — — *. * 7 • N I• M 0 \ 0 BR2 CR2 \ m,4, e Q4A WN1 1- 0 0 \ a PHASE I TRAFFIC CONTROL N.T.S. LIMITED ACCESS SECTION ( Begining of Project to Grady Way) GENERAL NOTES: 1 . Flashing warning lights and/or flogs shall be used to call attention to early warning signs when specified in the plans. 2. For signs on ramps, the spacing shall be "as available-. 3. All signs. are 1200 X 1200 black on orange unless otherwise designated. 4. All dimensions are in millimeters unless otherwise SEE SHEET TC1, FOR TABLES AND LEGEND. designated. REGION STATE 10 WASH FED.AID PROJ.NO. P ELI I_ EN VR CND ENGINEERING TC3 DESIGNED BY K. HALL 1/3/00 IIVIlQ1R A°„�TS ENTERED BY P. DO 1/3/00 SUBJECT TO CHANGE Adak SR 167 TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/00 Joe NONeER Washington State I-405 VI C PROJ. ENGR. G. L. McKEE 1/3/00 00A002 DATE: Department of Transportation SHEET REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT HO.- DATE DATE REVISION BY TRAFFIC CONTROL PLAN 5 I SHEETS 1 I l i •a O O • • C cn 0 • ti Z _ to U U) E i 0 0 Q i ti Truck with TMA (mandatory) up ul N h h ♦ SR' 167 •*0 0 •7 o 0---0 o--a N o D- ♦ I Y '+I WORK AREA / WORK AREA / m a �///////////////�� / c., c3 BR*2( b c 'Pit) • • R WN1 o X X X L B R 0\ \ SEE TC6 FOR DETAILS . �, a • o) W4-2(L) BLACK ON ORANGE RIGHT LANE CLOSED W20-5(R) AHEAD (SEE NOTE 1 ) - PHASE III TRAFFIC CONTROL N.T.S. ROAD WORK • AHEAD W20- 1 PHASE II TRAFFIC CONTROL (SEE NOTE 1 ) • N.T.S. LIMITED ACCESS SECTION ( Beginning of Project to Grady Woy) GENERAL NOTES: 1 . Flashing warning lights and/or flags shall be used to call attention to- early warning signs when specified in the plans. 2. For signs on ramps, the spacing shall be ""as available"". 3. All signs are 1200 X 1200 black on orange unless otherwise designated. 4. All dimensions are in millimeters unless otherwise SEE SHEET TC1, FOR TABLES AND LEGEND. designated. _ REir STATE FED.AID PROD.N0. NVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMIfARR ` S TC4 ENTERED BY P. DO 1/3/00 SUBJECT eECT T® CHANGE �. SR I G7 CHECKED BY A. AMIRI 1/3/00 JOBNUMBEfl U J (`.'S Washington State I-405 VIC TO SR 900 COUPLET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 DATE.. ATE Department of Transportation �SNEE7 REGIONAL ADM.J. OK AMO TO 1/3/00DATEDATE REVISION BY CONTRACT N0. • TRAFFIC CONTROL PLAN SLI SHEETS EL EXIT l W4-2(L) Ar E5-1 BLACK ON ORANGE 1200 X 1200 • WHITE/GREEN L/2 2L MIN. R )111111.-- C ~ r.--- I 01 --� ' F F N- Lo ♦ TRUCK WITH TMA (mandatory) SR 167 m * E —� a—a a—° o~° o—° 000' °—n °—c o—� o-� °—c a—a �— o~° o—c o--° a—c o-� a—a —c o--° o-- 0-C a—a o—� CI-0 n—° o~° 10 ao No, ° az v — — —° °—° °—a — WORK/ _Q a �����/ ° q R ° vAir Aar' iiiiiiiii WORK AREA • Novu) aa a � .. DR-2 \ X X X L 2L �L � B � --N. .1-- ° ° BR2 CR2 WNI • L/2 SEE DETOUR PLAN SEE TC7 0 TRUCK WITH 'TMA FOR RAMP CLOSURES FOR DETAILS oAI \ o a -• m W4-2(L) _ N BLACK ON ORANGE PHASE IV TRAFFIC CONTROL • m RIGHT LIMITED ACCESS SECTION TWO LANES ( Beginning of Project to Grady Way) ROAD CLOSED • 11SR 405 / SR 167 0 WORK AHEAD W20-501 . J AHEAD (SEE NOTE 1 ) m W20- 1 RII-2 (MOD) (SEE NOTE 1 ) BLACK ON WHITE °/ a�� 1200 mm TYPE III BARRICADE I EX0T / • 5 m (TYP) WITH SIGNS RII-2 (MOD) / DD /CLOS / AND M4-IOL TYPE III BARRICADE WITH SIGNS RII-2 (MOD) // //////// AND M4-IOL 1200 mm RAMP CLOSURE DETAIL USE � <DETOUR //// N.T:s. °RAMP° FOR ON-RAMPS /45 mryAND GENERAL NOTES: "EXIT' FOR OFF RAMPS • 1 . Flashing warning lights and/or flags shall be used to call attention to early warning signs when specified in the plans. M4-IOL 2. For signs on ramps, the spacing shall be "gas BLACK ON ORANGE available" 3. All signs are 1200 X 1200 black on orange unless — USE TYPE A — otherwise designated. WARNING LIGHTS 4. All dimensions are in millimeters unless otherwise SEE SHEET TCI, FOR TABLES AND LEGEND. designated. REGION STATE FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING NO. DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINAR P cE AVS SR 167 TC5 ENTERED BY P. DO 1/3/00 Washington State I-405 VIC TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/00 JOS RUNNER SUBJECT TO CHANGE Department of TransportationSHEET PROJ. ENGR. G. L. McKEE 1/3/00 00A002 REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO. DATE: �� DATE DATE REVISION BY TRAFFIC CONTROL PLAN 5 SHEETS . 1 • t p • • o % • GENERAL NOTES: 1 . Flashing warning. l•ights and/or flogs shall be • =2= used to call attention to early warning signs when specified in the plans. 2. For signs on ramps, the spacing shall be "es available". co 3. All signs are 1200 X 1200 black on orange unless '` otherwise designated. 4. All dimensions are in millimeters unless otherwise • o • • designated. a • U BUFFER DATA • BUFFER SPACE = B (IN METERS) • In Y • Speed (MPH) 25 30 35 40 45 50 55 • 60 65 LENGTH (M) 17 - 26 37 52 67 86 102 127 148 o BUFFER VEHICLE ROLL AHEAD DISTANCE = R 0 _ BUFFER VEHICLE STATIONANY _ WEIGHT OPERATION • OPERATION rn SR 167 ♦ 6,800 Kg 8 METERS 23 METERS N C3—° [3---° °--EI • [i---ff EI--E1 - 13—El CF— __ ����WORK AREA" 10,900 Kg 8 METERS 23 METERS � � ° ° • ROLL AHEAD STOPPING DICrt STANCE ISTANCE ASSUMES A 4,500 LB o WN1 ' IMPACTING VEHICLE AT 65 MPH SPEED AND DRY PAVEMENT ' CL 11111 . - 30m • •• MINIMUM TAPER LENGTH = L IN METERS TRAFFIC SAFETY DRUM Laneidth Posted Speed (MPH) MPH SPACINTapeG r (M) Tangent NOTE: - SEE SHEET D2 FOR DETOUR AND • (M) 25 30 35 40 45 50 W RAMP WN1 CLOSURE. 55 60 65 3.0 32 46 63 83 • 138 153 168 - - 50/70 12 29- 3.3 36 51 69 90 151 168 185 201 - 35/45 9 18 3.6 39 55 75 98 165 '183 202 220 238 25/30 6 12 • LEGEND SIGN SPACING = X (M) ° ° 0 TRAFFIC SAFETY DRUMS FREEWAYS & 55/70 MPH 450 M +/- 444 SEQUENTIAL ARROW SIGN EXPRESSWAYS (OR AS PER MUTCD) OBLITERATED MARKINGS RURALS ROADS 45/55 MPH 150 M +/- • (SEE NOTES) (OR AS PER MUTCD) URBAN ARTERIALS 35/40 MPH 105 M +/- (OR •AS PER MUTCD) URBAN STREETS 25/30 MPH 60 M +/- • RESIDENTIAL & (OR AS PER MUTCD) miniallinilinnimml • BUSINESS DISTRICTS = o�"= FED.AID PROJ.NO. ��,F��� �g��� E ���r„GINEERING DESIGNED BY--17777777m. 1/-= I�� �''+ ENTERED BY P. pp 10 WASH • CHECKED BY A. 1/3/00 • SUBJECT iECT g TC6 PROJ. AMIRI 1/3/00 UJ ,JE 8 ® CHANGE ® Washington StateSR 167 ENGR. G. L. McKEE 1/3/00 - �OBNU16E0. 1-405 VIC TO SR 900 COUPLET REGIONAL ADM.J, OKAMOTO 1/3/00 00A002 • ��[ o lir74; Department of Transportation EL DATE 1.111 CONiRICi N0. ! • ti DATE REVISION BY OF TRAFFIC CONTROL PLAN NNS o • o - • r GENERAL NOTES: 1 . Flashing warning lights and/or flogs shall be Z used to call attention to early warning signs • a, when specified in the plans. rt . 2. .For signs on romps, the spacing shall be ""os. available ". 3. ')1-11-1e% ll signs are 1200 X 1200 black on orange unless ° W4 - 3 otherwise designated. - m BLACK ON ORANGE 4. All dimensions are in millimeters Unless otherwise i designated. o . • 0 . a . c_) -BUFFE• R DATA BUFFER SPACE = B (IN METERS) T— W 13--E1 r3---a 13-a E1-EI 13---13 13-fl °-° °-o El----EI _ Speed (MPH) 2 5 3 0 3 5 4 0 4 5 50 Y cn //////f 55 60 65 WORK AREA ° S R 16 7 LENGTH (M) 17 26 37 .52 {- Lane // i/ �° ° 67 86 102 127 148 Clo ed �`W0R — BUFFER VEHICLE ROLL AHEAD DISTANCE = R N ° ° c ° • a ° ° ♦ BUFFER VEHICLE STATIONANY MOVIVG m ° ° 3m Min. ° WEIGHT OPERATION OPERATION ° a6,800 Kg w a• - - a ° " 8 METERS N a _ _ = - L/2 30m ° 23 METERS • 10,900 Kg 8 METERS • 23 METERS 0 • ROLL AHEAD STOPPING DISTANCE .ASSUMES A 4,500 LB •0 IMPACTING VEHICLE AT 65 MPH SPEED AND DRY PAVEMENT J MINIMUM TAPER LENGTH = L IN METERS TRAFFIC SAFETY DRUM LANE1r . Posted Speed (MPH) SPACING (Ml • OWS /wLm0teh WS - 1 (MOD) ) (M) 25 30 35 40 45 50 MPH Taper Tangent ROAD 55 60 65 ( If lone is less than 3.3m) 3.0 32 46 63 83 138 153 168 50/70 12 18 WORK - (SEE NOTE 1 ) �� 3.3 36 51 69 90 151 168 185 201 35/g5 9 18 W20 - 1 _ 3.6 39 55 75 98 165 183 25/30 6 • 12 (SEE NOTE 1 ) • 202 220' 238' LEGEND • SIGN SPACING = X (M) p ° 0 TRAFFIC SAFETY DRUMS FREEWAYS & • 55/70 MPH 450 M +/- 444 SEQUENTIAL ARROW SIGN EXPRESSWAYS (OR- AS PER MUTCD) OBLITERATED MARKINGS RURALS ROADS . . 45/55 MPH 150 M +/- (SEE NOTES.) • (OR AS PER MUTCD) URBAN ARTERIALS 35/40 MPH 105 M +/- • (OR AS PER MUTCD) URBAN STREETS 25/30 MPH 60 'M +/- • RESIDENTIAL & (OR AS PER MUTCD) BUSINESS DISTRICTS NEwoN STAT? • DESIGNED BY K. HALL 1/3/00 xo. FED.AID PROJ.NO. PRELIMINARY N .•,__ NGINEERING ENTERED BY P. D0 1/3/00 10 WASH CHECKED BY A. AMIRI 1/3/00 SUBJECT TO CHANGE ® SR 167 TC7 PROD. ENGR. G. L. McKEE1/3/00 IIII J`»N0`eER Washington State I-405 VIC TO SR 900 COUPLET REGIONAL ADM.J. OKAMOTO 1/3/00 . 00A002 DATE® '1/; Department of Transportation . se DATE' DATE CONTRACT N0. _ f{r/J REVISION BY or TRAFFIC CONTROL PLAN 5� —. SNEE S Sign Specifications Roadside Sign Structures LOCATION SIGN SIZE SHEETING LETTER SIZE POST SIGN# SIGN CODE NUMBER (STATION NUMBER) X POST POST LENGTH 1 © TYPE OR CODE MATERIAL SIZE • CLEARANCES • K M4-9L (MOD) INTERURBAN AVE S 1500 1500 . I•OR II H1 H2 ® H4 V 2 M4-9 2000 WOOD 6X8 a___ 2.1 ® REMARKS SR 405 1500 2250 MEM 2000 . WOOD 6X6 5.6 5.6 • IIIIIIII 2.1 3.6 BLACKNVFi1TE 3 M4-9L (MOD) • SR 167 4 1500 1500 IOR.II 200D WOOD 4X6 M4-9L (MOD) S 2ND ST 1500 1500 I OR II 4.8 4.8 2.1 3.6 5 M4-9 (MOD) SR 169 900 900 I OR II 125D WOOD 4X6 OOD 4X6 4.8 4.8 2.1 3.6 - IIIIIIIIIIIIIImms 4.2 2.1 6 M4-9R (MOD) SR 405 N. B. 900 900I OR II -__ 3 6 7 M4-9R (MOD) • SR 169 . 900 900 : 1 1250 WOOD 4X6 4.2 _ 8OR II 125D WOOD 4X6 _- 2.1 3.6 R11-2 CR2 • 1200 750 III OR IV 4.2 2.1 3.6 9IIIIIIIIIIIIIIM M4-10L CR2 1200 450 I OR II 150D _ • MOUNT ON TYPE III BARRICADE 10. R11-1501 CR2 1200 1500 HI OR IV 150D/200D/125C WOOD 6X6 �_____MOUNT ON TYPE III BARRICADEIIIIIII 2.1 3.6 BLACK/WHITE • 11 R11-2 BR2 1200 750III OR IV �__ . 12 R1M4-1 2 - BR2 1200 450 I OR II 150D iIIIIII __ MOU 12 R11-1501 -__ __ NT ON TYPE III BARII RICADE 14 BR2 1200 1500 III OR IV 150D/200D/125C WOOD 6X6 4 2 • S_MOUNT ON TYPE III BARRICADE-- 13 SR 167 1500 2250 II _____ 2.1 3.6 BLACK/WHITE 2:1 3-6 11111111111111111111111111.1111111...1 15 M4-9L (MOD) SR 169 2000 WOOD 6X6 5.6 5.6 1500 .1500 I OR II 200D WOOD 4X6 4.8 4.8. 2.1 3.6 16. M4-9R (MOD) ' SW GRADY WAY 1500 1500 I OR II 200D - WOOD 4X6 _ 17 M4-9R (MOD) INTERURBAN AVE S 900 . 900 I OR II 4 8 4.8 ' 18 M4-9R (MOD) 125D WOOD 4X6 2.1 3.6 INTERURBAN AVE S 900 900 I OR•II 125D - 4.2 2.1 3.6 19 M4-9L (MOD) S 2ND ST WOOD 4X6 4.2 __® 3.6 20 (MOD) BRONSON WAYS 9000 9000 1 OR 11 200D WOOD M4-9 MOD1 OR 4X6 4.8 4.8 __ 2.1 3.6 • 150D WOOD 4X6 4.2 ___ 2.1 3.6 IIIIIIIIIIIIIIIIIIIIIIIII 21 M4-9 SR 405 1500 2250 11 22 M4-9R (MOD) SR 405 900 900 1'OR II 125D WOOD 6X6 5.6 5.6 __- 3.6 BLACKNVHIT 23 M4-9R (MOD) SUNSET BLVD 900 900 I OR II 125D WOOD 4X6 WOOD 4X64 2 __ 2.1 3.6 1 E 24 M4-9 � SR 405 1500 2250 II 4.2 ___ 2.1 3.6 25 R11-2 WN1 200D WOOD 6X6 5.6 5.6 • 1200 750 III OR IV 2000 -__=- 2.1 3.6 BLACK/WHITE !OYES: POST LENGTHS SHOWN ARE APPROXI • _ _MOUNT ON TYPE III BARRICADE MATE. FINAL VALUES SHALL BE DETERMINED IN THE FIELD PRIOR TO FABRICATION. • FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET • . FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL.SDI AND SD2. CONSTRUCTION NOTES: 1. DETOUR SIGNS TO BE PAID AS CONSTRUCTION SIGNS CLASS A. • 2. SIGNS TO BE COVERED WHEN NOT IN USE. - REGION Ho. STATE FED.AID.PROD.NO. • :SIGNED BY •s 11/� In ENVIRONMENTAL&ENGINEERING TERED BY 10am WASH SERVICE CENTER ECKED BY 11/3/00WIN SR167SD I G�� ; 1/3/00 '' Washington State • OJ. ENGR. �oaHu� RELpN11IVARY PLANS W Department of Transportation • VIC. 1 405 TO SR 900 COUPLET T_ADM. I TC) 1/3/00 OOA002 SUBJECT TO CHANCE. /3/00 B `t 8 DATE DATE I REVISION BY ATE: DETOUR SIGN SPECIFICATIONS 51 SHEE75 Sign Specifications - , Roadside Sign Structures • • SIGN# SIGN CODE NUMBER LOCATION SHEETING LETTER SIZE POST POST (STATION NUMBER) - TYPE OR CODE MATERIAL SIZE . H1 P OST LE H3H CLEARANCE - 26 M4-10L WN1 1200- 450 I.OR II 150D H4 V W REMARKS 27 R11-1501 WN1 1200 1500 III OR IV 150D/200D/125D WOOD 6 MOUNT ON TYPE III-BARRICADE 28 M4-9R (MOD)• SR 405 900 900 1 OR II 125D • WOOD 4.2 2.1 3.6 BLACKNUHITE • 4X6 4.2 2.1 3.6 • IIIIII EITIBM"IIIII. 111111711111 —1.1111111 . . . . . . . .. . ,._ . . Imo • • • inn . . • ion sui . . • JOTES: - POST LENGTHS SHOWN ARE APPROXIMATE. FINAL VALUES SHALL BE DETERMINED IN THE FOR STRUCTURE AND MOUNTING DETAILS SEE STANDARD PLAN SHEET SERIES•"G",AND DETAILDPRIOR TO SHEET SDI AND FABRICATION. FOR CODE REFERENCES AND STANDARD DETAILS SEE WASHINGTON STATE SIGN FABRICATION MANUAL. 2 . • • CONSTRUCTION NOTES: . • 1. DETOUR SIGNS TO BE PAID AS CONSTRUCTION SIGNS CLASS A. 2. SIGNS TO BE COVERED WHEN NOT IN USE. • REGION NO. STATE FED.AID.PROS.NO. ENVIRONMENTAL&ENGINEERING MI SIGNED BY •_ j • fERED BY /3/00 10 WASH =CKED BY G : • j 1/3/00 i=Ll�il �c `IrkRAN s ® Washington state SR 167 SD2 �J.ENGR. �� 1/3/00 JOB HUMBER CH !1 i C Department of Transportation VIC.1-405 TO SR 900 COUPLET T.AOM. " 1/3/00 OOA002 SUBJECT. �O CI 9f�1�I C ►I _ SHEET 1/3/00 I BY CONTRACT NO. I -DATE DATE REVISION PATE: of DETOUR SIGN SPECIFICATIONS • �� • • SNEETS • I ;-^ 1500 I t • a SHIELD " UTE 0 363mm X 400mm 1500mm 3ETOUR o • TOY NORTH 5�M 1500mm SHIELD • 4 ROUTE DETOUR UVOW ll W 375mm X 300mm • M4-9L (MOD) ETOU • i eOg ����b 200 D " ARROW 0 0 900mm X .. Mq-9 (MOD) 900mm 1500mm 900mm TYPE 2 200. 0 © © ARROW "(TYP) M4-9 M4-9L (MOD) TYPE I EMIT DETOUR -- , N 4 H ST 900mm • o' BLACK/WHITE 200 D MO C©103 n 1 ARROW TYPE 4 Abigail& DM4-9R fM00J co ,_• 1111 - ., DETOUR U • 132ND 57 ,--------- AIRPORT WAY '"" SI .T N -E • USE BLACK/WHITE • yF ; �' _row, gRD ROUTE p M NTON ANE - . • a • '� � I WO�VII� .P Q EMT T /1 00 �Z '�' 900mm ij 750mm 1\116. - �, 1iA69 t/ v �� m ARROW • 9001* TYPE 1 TO BE 'PLACED BEFORE THE EXIT • S 2ND •1OTO THE COLLECTOR DISTR u 900mm IBUTOR • • --- **42kCD 111121111k � a C' L • •900• mm M4-© / 14Ck y�roy .._....4111/ Bk I p\--"� �� �\ 0 G°��M�f L (MOD) ,_ 8 y � l�l®�C� \ S!y 900mm SHIELD • '� N�RT v } M4-9R (MOD) 0 375mm X su>�/�� • ` S (44TH ST �` FRN` FE a110111111 ice\ ,p N 300mm 4as gD�4b � • ``s• Er SW 7TH ST N a+d �+-_-- . y ♦` , m •. ♦cA ��S / y�� • -ARROW TYPE 2 • ti �I y W • W Os ♦ , S N • DETOUR p0 1500mm v `♦•• 1200mm • • N 1500mm ♦♦♦'••♦�c'y�Q S�r.r GRADY00.1"1I,i �, RENTON �L ®N O j© IJ450mn • o~ • \\1:1.3.7. 1F • �� t�r � f 0nAt�P R11-2 (MOD) 7200mm . as INTERURBAN S —_ _ ��p p nS 7["�J!c, WIIL,A AVE 5 ,♦♦ .� ��� R11-IsoID LJO l*ETOURO 450mm • • c518� so fill, �� +e • `, �♦ �` CLOSED BLACK/WHITE M4 IOL U • _, � : ®A BAq IA MOUNTED ON 111.11111kirte41.T `i' 1-1.4)10111 N�� !�'/ Mil ` 10®M-5 All TYPE I I I FR �� ' �`�;���� BLVD ���� ' h� W BARRICADE �� TpKK- i 167 V 9" LA PKWY w . • a a y PUGET o a 1200mm a• HAWW < r z o • o la, OSED450mmr _,0111 m ® 111L u, Q �, 0 cc ° z -� ''' R11-2(MOD) 1200mm STRANDER .:E ` --- 0 BLVD } ¢ m i _ r- J O ® fNT© I} •-csW zrrH sr ? •--- 450mm N __ w MOUNTED ON 8- w a TYPE III 0 • SR 405 ® = BARRICADE - 1.11 SHIELD M4-9L (MOD) ® � 375mm X 300mm mee.r.r[ SHIELD C1,7)1 '� 40g SOUTH M4-9R I6 ) (MOD) O 8©UTH 375mm X 300mm M4 9 (I3� NIIIIP - SHIELD 40� S®Mpp 375mm X 300mm R11-1501 BLACK/WHITE DETOUR 1500mm 2 D�T�O�Q 1500mm ' EMIT 1500mm 200 0 /) rR°O�° DD (TYP) ���� o�, ARROW TYPE 4 �y I ARROW TYPE 4 �c�,�00�[p a " . 250 500 750 I o0 • (N.T.S.) BLACK/WHITE MOOED SCALE IN METERS • • gA yO SR 405/SR 167 INTERCHANGE 1500mm 1500mm FOLLOW�n7 BONygi(®A 750mm • D�p��� BLACK/ORANGE 10(IH-5 Id NOTE: " 1500mm THE CLOSURE OF THE BRz AND CR2 RAMPS SHALL 1111111111.11111111111 . •DESIGNED BY K. HALL I/—� -®� FED.AID PROJ.NO. PRELIMINARY EEMV{R M t G(NEERING NOT OCCUR WHEN THE WN1 RAMP IS CLOSED ENTERED BY P. DO 1/3/00 10II g E4cLE_ ! CHECKED BY A. A)AIRI 1/3/00 SUBJECT p CHANGE ®ii2ii Washin t D1 PROJ. ENGR. C. L. McKEE 1/3/00 1C9HU1gER SR 167 REGIONAL ADM.J. OKAMOTO 1/3/00 00A002 g on State I-405 VIC TO SR 900 COUPLET DATE: Department of Transportation SxEE DATE CONTRACT NO. a DATE REVISION BY I DETOUR PLAN (RR? Q. roo 1 L;t a. ° AiN! I 900 mm 0 2 p I.DETOU1 – 21 �;;�_,.,. � GR2 � 900 mm - till 'M�15 • 1+ o� i, 00 mm p PRK . • �6� SOUTH 20 ,c._ Pr `r' NE 04E1' E� . a, r--J 1500 mm lg M4-9 (MOD) it :1 `VD NE ""° NORTH IJ � SR 405 • pD�`�Q�� M4-9L (MOD) �' 13 Y, • :;-).° ` ` I N • y 2''�� z EMT M 1500 mm .E 1500 mm I • H z • N sT . 200 1111 (� 0 1• qAiiillil"-I. , w z RE TON z ill! V' OD (TYP) v BR2 • xillii; p AIR•RMU T L c> mIlk ?Ty • coil La ;:--c. . Ey2 11114 rn N 6TH ST In • I. 11" � z . IIil �i,�1 E K O T G6 750 mm 14N1 '' SR 405/SR 167 INTERCHANGE /RIM ik�(N.T.S.) .6. BLACK/WHITE • • DD CT�OMpr� I1IIII�� ill ROUTE 'N DETOUR • !32ND '----- AIRPORT WA`9111in 1411111111110. - s� - w 0 IFN - -,� �11 M4-9®ODI o o 900 mm QO��� .! •0 TON PN � _ .�. 41 "■ e • ,r `r 900 mm • Q M4-9R (MOD) / N r ®�,0` 900 mm 4?), . *WO • 900 S 2N0 900 mm -- O itt2112111111 " ,iill '_ • a !v `; ' � env ©�2®I6© �/ -� 4��Ft• • DETOUR ,72 •,,, R ��iy 111 iO 53P ,�r �► ,� ® ROUTE • M -� • ,4 81ack CION •�• \\ y� M4-9R (MOD) • 4 9R (MOD) j w�l®�® \ Y • • _' yFRN� \� 9 00 mm S 144TH ST DDG�O�Q 1�� ANTA , o�j ,�1� VALLEY ��___- 900 mm \ SW 7TH ST 5��, �� • 900 mm QO��� '. `..% tl, I y< • ' G• G.f.` S 1500 mmy4r ,• �900 mm • ai ``'. �? GRAOY •yoSW /7' BLACK/WHITE . INTERURBAN , , vilFE .� A\6:: � , ���III 1500 mm S ��JJL1l YY�JL� VE 5 ::::9 '.. ,� �j j� '� IIIST �� • 200 C E N IJ !1 18 Al. rn e 1�` , (TYP) • SOLTHCF'1'T Y s 94. /�'�` ��• Z w CLOSED �� . roma s ,m 4-„„ N"."6"1" .._FR BLVD f•Wd : _ 2 �,� w• , J 7� q rUK- y '` 157 „, V • PKWY w `r Off- 750 mm �^ PUGET z M j� o UU ll Y x a 28 a a m , M4-9R (MOD) a aII - -Ill w o> �� • • w TO BE PLACED BEFORE o J o DC �OMG�3 RAW EMIT T ' 25 �/n1� 11 THE EXIT TO THE QDPile I p0��[S �°� 7 R11 2 p COLLECTOR DISTRIBUTOR = STRANDERa 900mm �O��p MOUNTED ON ��OSED •BLVD R11-1501�' . j [WILL Ail DA-in DA TYPE III BARRICADE ' NOTE: ” 10�H 5 All 25 KDE"UNI) THE CLOSURE DF THE WN1 RAMP SHALL NOT OCCUR -- '00 mmM4-IDL WHEN THE BR2 AND CR2 RAMPS ARE CLOSED. 111111111.1111111.....l _- REGION DESIGNED BY K. HALL � Ho_ FED.AID PROJ.NO. ENVIRONMENTAL AND ENGINEERING ENTERED BY P. DO 10 'REL,Pi9N�4RY5� CHECKED GR A. L. M SUBJECT D2 PROJ. ENGR. G. L. fdcKEE— -roe xui6ER J (�si Washington State SR 167 REGIONAL AD)d.�, OOA002 • O CHANGE � I-405 VIC TO SR 900 COUPLET oxa)loro - • DATE- . �-��, 4/ Department of Transportation COHTRICT H0. /'!9 SHEET DATE DATE REVISION e �' BY -. DETOUR PLAN ( WN1 ) � �t V'. ,I 1.23N. R.5E. W.M. a_ I -� ,� y 11 s Nf O 4In 111111 RE , ON Z z D W O N MU ICIPAI Z 8 m try ti j w■ s AIR" RT a w i ¢ �. S 124TH ST Ikg a ¢ a < T zA Irkg, ,:, illo THST � L \ al hi � 1 Z rn 111�1�� J)- - ti ..,c7i 1 I AM ii Ind (DI , N orillii:v/Ap SI S LANGSTON RD ' S 132ND IIi AIRPORT WAY 41111111r -� S 133RD ST ,pF a ■ � to I •b1 yrON Ijr byJ/ E �04yC S 2N0169 AC r,v v17 G j .' 4 LO L. g�ack R `'In c'°"900 • ® �I���T 1 NN�\ y�r 44:1111Lit, fE VALLEY 7TH ST �n;• S 7TH ST I.�4i - - cr, _ . I ��P cr, f S �► 01 - WAGRAD ' 1- ieP -4,0'4F 24 110111W •� ' / ' ', o 'I`TERURRAN / � ' In AVE SWilibb O if ` SW 16TH ST ‘IM -,'' END PROJECT MP 27.28 . 9S '+�—� N� - 20 Nlri IR 4.FL. SR 167 N� kitN'. STA 46+033.000 m 7 taiiN PUGET ° '21ST16 r� - STa � g lir 4i I "'.......................� SW 27TH ST ,- STRANDER BLVD r ft\IIIII a y � m 3. 25 y N w SE SE ([1 ST CIO W 31STT ,� > W Ao -� S W SW 34TH a STIII 11 N BEGIN PROJECT MP 25.00 — IIII SR 167 W N O J 1 4111 \4111, 2 ") STA 42+325.000 I111SE 176TH Si Om ce SW CST ST W > 99 O P Q S iiiP TROTH l� SE 43RD ST Ce G SE ST Srt t5 MOTH STIPLAN W WIiIII. .j a REFNROENCE NOTE: ALL SHEET REFERENCES, FIRST NOS. OF STRUCTURE CODE DESIGNATIONS � � � �v� ; _ J I NORTHWEST REGION AND MATCH LINE SHEET REFERENCES, ETC., THROUGHOUT THE PLANS, '- PROJECT DEVELOPMENTT REFER TO THE ENTRY IN THE PLAN REFERENCE NUMBER BOX. �� s 32 33 I I 0 250 500 750 1000 SHEETS SCALE IN METERS - REX?" STATE FED.AID PROJ.NO. DESIGNED BY K. HALL 1/3/00 10 WASH SR 167 I - ENTERED BY K. HO 1/3/00 '� I-405 VIC. TO SR 900 COUPLET ALL SHEETS OF THESE PLANS SHALL CHECKED BY A. AMIRI 1/3/00 Washington State BE DERE ED APPROVEDAP THIS SHEET - JOB ACP OVERLAY PROD. ENGR. G. L. McKEE 1/3/00 V, Department of Transportation SHEET OF REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO. INDEX / VICINITY MAP APPROVED DATE DATE REVISION BY SHEETS CURVE DATA r P.I. STATION DELTA RADIUS TANGENT TH SR 167 42+535.745 20.25'25" 1831.916 330.004 _ 104 -- SR 167 43+806.732 11.00'00" 1746.375 168.157 335.280 T O 2 3 N O R R F u�' O S ` O t,\ O N1 O O 0 W20-1 ROAD 1200mm SR 167 — CI, WORK AHEAD BEGIN PROJECT c 1200mm (TYP.) o SR 167 42+325 . 000 SR 167 42+858.745 P.T. _ ��ON SR 167 42+205.741 = MP 25 . 00 L 1102+38.70 P.T. SLR167 1127+97±208.575T. BK. = Ea� a L 1080+96.30 P.C. EE 975+33.20 P.C. AHD. I I k / I - ___ -x I _------ C L_--__1- -- _--x —G— — Ux— —x- x —x— x _x- -x— xI— — _ / u -- C — _ — — ~ IIII ©BEGIN ,,,,i,,,,,,,,,,,,,, ,,,,-,,,,,,,,,,,,,,,,'! • � / -- _ II 7� if- = L — _,_ q II C Tr _ ii c _ -------------------- - -11 11 -- __ w ---- ------ � — N 9°28'36"A +� ------ 9°28'36" W -=' S � 67 �� W I�Z --- ----- -- ---- ------------- ---- ------ ----------- - ------------- Liii 4.n o -------------------- rfr3.3 -- - Jll II ---�LJL-- -------- — _ _ 11 II — n • IT I g- I ---__ --ter 1;: •� II BEGIN=. b �-------- -------— ------------'----�"------- lo II .11111k II II o II o_ ©BEGIN ll �� �� © © © O* ©* iI Ou II ©BEGIN ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.,, 1350 m +/- CX) W20-1 PAVING LIMITS ROAD WORK AHEAD LEGEND • 0 EDGE STRIPE 0 DOUBLE YELLOW CENTER LINE STRIPE O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE 03 GORE STRIPE 0 PAINT EXISTING CURB GENERAL NOTES: ® DROP STRIPE 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO _ • JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO * SR 167 43+121.269 EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH .27, 1925. END GORE STRIPE (6.0 RI) BEGIN LANE STRIPE (6.0 RT) 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS AND END LANE STRIPE (9.3 RT) PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 40 50 BEGIN DROP STRIPE (9.3 RT) 3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. REGIONo. STATE FED.AID PROJ.NO. NEERING - "� PRELINIII 5 RSI ag SR 167 _ DESIGNED BY K. HALL 1/3/00 10 WASH SUBJECT TO CHANGE g Washin ton I-405 VIC. TO SR 900 COUPLET P1 ENTERED BY P. DO 1/3/00 State CHECKED BY A. AMIRI 1/3/00 am IMBED ACP OVERLAY PROD- ENGR- G. L. McKEE 1/3/00 DATE- i o�U / q Cl �, Department of Transportation SHEET REGIONAL ADM.J. OKAMOTO 1/3/00 G9MiRACTMO. 11 1 I PAVING PLAN of DATE DATE REVISION BY- SHEETS , a. T023N0 Ro5Eo W0M0 0 > a F- Leo SR 167 43+973.855 = o EE 986+33.20 0 N 01°31'24" E BK. i N 01°45'00" E AHD. L 11 N s a I I i i Y 1 i -- - : • - - ummommilmommi ___ ______ ___ • c - - - - - - - - ------------- - - - - - - ----- ---------------------r------------------------ ------r- ------------------ - - - - - - - - -�- - - - - --'-- cn m I co E- a © © BEGIN © -x— x— o 0 o - --' - Q- ------------ — — _ — 1 — — +yup — — SR 167 — — • -. f- ...-taoa----- - — — -- — 4400 — N — 1..1._QD: — . W_ 01°45 00 ' E~ W _------ — _ —" - NO W _�--� --- -- Z W J - _ -I IJI W ♦1 I —W ---- ----- ----___ _N I - --- ----- ____Fa - ,------ ------ ----- --------------------- --------- ----- I . — - --- ---------------------- -__R2 RAMP----- 0 © END © —,— —,— — _ _- --- ------ - - *I 1 O END PAVING LIMITS O BEGIN • LEGEND GENERAL NOTES: 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO C EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31. 1961, AND BLACK RIVER TO 0 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O GORE STRIPE 07 PAINT EXISTING CURB 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 4'0 500 DROP STRIPE SCALE IN METERS 3. SEE SHEET MD2 FOR STRIPING DETAILS. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. me STATE FED.AID PROJ.NO. ENVIRONMENTAL AENND�IENGINEERING DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINARYR' L S ,�_ SR 167 P2 ENTERED BY P. DO 1/3/00 1-405 VIC. TO SR 900 COUPLET ,,m HOMER Washington State CHECKED BY A. AMIRI 1/3/00 SUBJECT TO CHANGE 7 Department of Transportation ACP OVERLAY SHEET CHEC. DN BY. G. L. McKEE 1/3/00 REGIONAL ADM.J. OKAMOTO 1/3/00 CaNrnACT NO. C y �� �� DATE DATE REVISION BY DATE:TPAVING PLAN OF SHEETS To23No Ro5E0 W0M0 C / > i %/ /' / f41 i i i \ \\` I it \ 0. i / I I / // HI I I I \ lD ' 6/ / / / III I I I i /� m l / / // H I I F�- x + o „ ,,//„/,,,” / i CI ti / . /,, 1 i i p \ \ . /Lo / �� /jam ' , i�' • 1C�`� `��\ — —G— .‘ jj/�7 . +� ' I I \\\ \ • • .......Y.."- �y 1 • cn x— —x— —x-- __x�_x x x x` _ -' I I -{O �x� M al ___ m `. _ d qv. I CL U o __------_ - QO_ o + ----------- -------- - L ------ +Q L v ----------- . -1 '" W `.° I— +TOO N 01°45'00" E X00 I , SR 167 +300— Win CC I— LLI =iIm -h--T--,+— T-- ,— IITII- --f—T—�---rimer---r—TI—zHi T—TAT—T—r- --I-- --,----,-+—T—T .Z. W VIS - -.1 - JN La J a. a_ I N i C26 +151 _ I I b , - - -� al" . ,,;2' .':',', ''' IF — — - - 7Q I " PAVING LIMITS " '�� .0.,./..///III!✓///J///..///L///l//111//J `�-` ` ` ' ' % \_ I I / ''''''.'''N ` //mow / / / / ' I ` / \ ` \`. 1 / / / \` \ ! I , I \ . . LEGEND GENERAL NOTES: 1200mm 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO eYD ROAD Q EDGE STRIPE O DOUBLE YELLOW CENTER LINE STRIPE JCT. PSH N0. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO 600mm ROAD WORE WORK LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE AHEAD EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. G20-2a W20-1 O GORE STRIPE O7 PAINT EXISTING CURB 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS PROVIDED FOR IN THE SPECIAL PROVISIONS. O4 DROP STRIPE 0 10 20 30 40 50 3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. _ p°M STATE FED.A I D PROJ.NO. p J�a�EENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/00 t RELIM1 VARYRPU S SR 167 P3 10 WASH I-405 VIC. TO 5R 900 COUPLET ENTERED BY P. DO 1/3/00 SUBJECT C Washington State �+ CHECKED BY A. AMIRI 1/3/00 J""MUM TO CA!�d,i 'L. Department of Transportation ACP OVERLAY SHEET PROJ. ENGR. G. L. McKEE 1/3/00 REGIONAL ADM.J. OKAMOTO 1/3/00 T10/LiOF DATE DATE REVISION . BY �"rn/cT�. ��' i_, / I 9 cl PAVING PLAN SHEETS CURVE DATA P.I. STATION DELTA RADIUS TANGENIGT 5Nt 2+603.893 81.34'04" 48.524 41.861 080 - I T . 23N0RoSEO WoMo o ' ' 1200mm (TYP.) - ROAD 600mm (TYP. ) , , 1 1111 I1 , 1 IH 1 III 1 ' I /+- - ii , ff 11 11 yu A `I,I I H 1 I II 1 1� + I 1�H I i'I 1 1 I I /+/ /6.f /, 'I i �11 I ' i 1 1 ° , I .-/ , / / i'1 '%I 1 wit, II IIII 1 I i . i H I it I , / Ii II II C 14II Ii I H I it i illi f I I I i , ,/ iI 'Nii D G20-a QI 'I II 11 Ill 1 11.1 I 1" 1 I / , , 11 11 '� H 11 IH I 1 I I 111 I I I I I + �� I'III I N\i • 1 Ilii III I, I -.I i t i I H 1 i I I / / / i/ I I 1 1 a) Hit I H I I 1 1 11 1 I 1 I >r� / , ' ', I I I 11 O I ,I 1111 1 II 1 1 I I '11-1 H I I I �X + +Q // t1 1 `I I I 1 1 I 1 1 1 I max— ' '� I I 1 11 0 C , H 11 I H I II I' 1 III I I I .' _. ,� II I I' Q--, I 1� ,11 I, I I I I '11 1 I I I I H I 1 I JC� „ I I I ‘‘`x p " 1 I 1 I I I I I I I 1 i v. .. i I i I I I, lD H I I I I-1 I I 1111 1 I 1/ „' I I v'*`,, I / I �g l l i i Illi i t i' iHi I i I Q/ , SIT �� .tet; I , 'p iFa;H i i I H I 111 11: 111 I I 1 Fa f4-)..,' ./. �' `�I \\`\\` II I, I, .' p `"%11 LL---- III 1 - 'I 1 I _ _I��i I I IFR `\� `��``� i I\ 211t•1--- -Z- -I-- �--r----5 " _..„9.r.,,,'' \\ ` \\\ I ``� O 'II 1 11 1 I 1 }I I H i i 1' - �`\ ` ,. w nom- I H 1 -i I iHi I I �. G20-2a \\, y 1 17 V V "' \``` 0 0 FT'''Ii1 1 H 1 I 1 Ill 1 I 1 c7 f - ' ! F� `.\\```� -'<— : — —'< —'< m L CO 'ey �.y,1 I II I I I IH I I I L•'•d — ` Icy J,` `\`j. �-I- � In 'n S i H i�I i ' 17 i I I i ' ::: i ya to + I = I I I 1 I •1 1 1 H 1 I 1 '�' _ I 1 I I 1 11 1 1 I— 1�( v Y cM iHi i I iHi i —!ti vIn 1- a L � 1 I I 111 1 I - 1.• a :° I- ____r'1 .,.. I'I i i I iHi i , -__ N 01°45'00" E 44+500 SR 167 © \ x'600 — — — I- w i UL I I �i a w N N - , I I - ._ ...Jr� N S °'cn z w ' I 1+000 — — w to 0I .-. W -' 1 I AYd Z W p Q ' 1 I�y v.�1 ----i F✓ y� x I I 1� e„"� � �� goo ,�i'y. o II I PAVING LIMITS X � f --tom-� , �`�\ ,' "' _ ----- FT1- Z T r , r -r-Y- -r-rr-1--1-�_ © `�` ` \� i, •y1 1 1 1 1 1 I 1 1 111 1 -ilk, E,tc. `` \ \� / ' - KFT 1 1 I I ' I I I 1 1 I I 1 11�.4 \ `` . `Z`\ ',/ r` '' 1 1 1 1 1 ` Rt /� ` CV 1aa I II III , I I 1 I I I I © O `\�. �� ,/ 1 ~ y II I I , I 1 +1 I I 1 I �� 1 `. `` \ 114 i, :'' \� p w I 11 1 1 1,,Wit 1 I 1 I I Pcy ```\ ♦ ♦\ ' 0 J _ 11 1 I 1 1 ' •1 1 1 1 I I 1 `\ `\ `\ ' - a I I II.- I i I I 1� I i I i. i I F'+1 \` `` `\:\ ei 0 /, ,� - _ I 1 I 1 1 1 1 ,�y \ `\ `\\\ f f �� N41 1 1 1 1 I1 1 \ \ \, /J1 + I1 I I 1 ♦,�\ \ ` f1 QI I 11 I I I 1 1 I P.;\ ff ,I �1 I1 I I 1 f 1 OI 1 1 1 1 1 I 1 1 1 i \ Ic I f I_ 1 , 1 , I , , 1 1 1 PAVING LIMITS \ 9 , I i I I I I I I I 1 1 i 1 �E�1 P MATCH LINE SHE /� 1 I I , I 1 I 1 I 1 1 1 '1 III I I I 1 1 1 1 - Ii i i i I i i 1 % I \ M CC�Z V_1% . n0.°°0.00 NI 2+631.112 PT 9 1 1 1 1 1 1 1 ! , 1 11 I• \ p\ L SR 167 44+618.727 (9.662'RT) © WN1 2+562.032 PC R- Cf) W4-3R 1 . E6-101 E6-101 i . I 405) SOUTH 11 COI TI trf‘ .P 1 EMUWUEN . i 8ma441® I SEATTLE I ®Mom EXIT b ONLY J LEGEND GENERAL NOTES: 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO O1 EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31. 1961, AND BLACK RIVER TO O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O3 GORE STRIPE O7 PAINT EXISTING CURB 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 1b 20 30 40 500 DROP STRIPE SCALE IN METERS e PROPOSED GUIDE POST 3. SEE SHEET MD2 FOR STRIPING DETAILS. s EXISTING GUIDE POST ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. 'g?' STATE FEO.AI D PROJ.NO.NO. ENVIRONMENTAL AND ENGINEERING ' M0. Rg I� _ DESIGNED BY K. HALL 1/3/00 _ 10 WASH PRELIMINARYSE LAMS SR 167 P4 ENTERED BY P. DO 1/3/00 _. Washington State I-405 VIC. TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/00 10p" SUBJECT TO CHANGE Department of Transportation ACP OVERLAY SHEET PROJ. ENGR. G. L. McKEE 1/3/00 DATE® n REGIONAL ADM. J. OKAMOTO 1/3/00 CONTRACT Iro. 10 / 11 ) C1 y I of DATE DATE REVISION BY PAVING PLAN SHEETS • ` CURVE DATA , P.I. STATION DELTA RADIUS TANGEW CTH , SR 167 44+908.928 40'00'00" 218.297 79.454 400 i Te 23N . Ro5E0 Wo Mo o o ROAD WORK ( X ) ZZ' AHEAD W20-1 /% //,� /// 1200mm / C,4' ,'/ SR 167 44+908.928 PI PAVING LIMITS // 1". /...' X� ROADRWORE 600mm ,/ Otis //,/ G20-a cn \ aP //// SR 167 qq+gg1.874 P.T. END45+O/BEGIN 20 ©• D > /, ©0 0 / / a 0 / 07 44+890 o 4000 / 77_ :. o /v ©END -- --- __,— r_ti +_ -- __-__ -_--- --.J!. _ . -- -- 'n�T--z — _-- 0 — -- ti © \\\ � O. � _ ?� N41=15'00'_ / e ��— X13+000 r 167 A -- -- -- a L //4/7 __ __ -- -- �0 _ to / �i __ - -- __ W fA / �� (v 900 `i _ �, -- S. „ -- S` .-, W or .14 ,O { 'moi _ ,i --- '-- '-- ������� J N 44+829.474 PC �' r�'.tih _ ' �� x l- ,- SR 167 44+740.000 = 0 / 0/ alt., m EE 1011+46.8 = / / - -- L 260+p4.25 // ,/ /�� SR 167 45+067.218 P.O.T. = qa- N 01'45'00" E BK. = T�/ / '� ,,.- i-- S 45+067.218 P.C. U o N O1"15'00" E AHD. © IR-XI v : '- / - /. .7 +j �/ ' // 0 U ////� -i/%.., -//// 93=77 CD M / i / I- © / / / / // G20-a //0 / ,ADO /zr ,, / '// d�� R ///-, % /////,/ ..1 // CLEARANCE W12-2 W20-1 ••:-.--.._____. �/� ,/ // // / // ' / n -i // / / j�� - - 0 0 1 / I 0 (\ 4 „ ,,, , . ,, • .. OAF -x�0 y1 ' L�l ` C'P40y \\\� 0 10 20 30 40 50 '9x s T - - ►�" �� ` 4 SCALE IN METERS as o, • - /♦ q \ y ��y // ti' // N.\\ LEGEND J• J' - • \\ GENERAL NOTES: O EDGE STRIPE 05 DOUBLE YELLOW CENTER LINE STRIPE .0 %).N�v>J, ;/ \N • © 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO y N\ ` W20-1 JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO O LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE `��(6 .4 4 � +� EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O3 GORE STRIPE O7 PAINT EXISTING CURB CX) 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS Oq DROP STRIPE © PAVING LIMITS G20-a PROVIDED FOR IN THE SPECIAL PROVISIONS. 3. SEE SHEET MD2 FOR STRIPING DETAILS. ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. RE 0W STATE FED.AID PROD.NO. PRELIMINARY ENVIRONl,1E �qL A¢ D NGINEERING DESIGNED BY K. HALL 1/3/00 10 WASH 5' `-• 'l SR 167 ENTERED BY P. DO 1/3/00 �� Washington State I-405 VIC. TO SR 900 COUPLET PS CHECKED BY A. AMIRI 1/3/00 roe NllllER SUBJECT TO CHANGE s PROD. ENGR. G. L. McKEE 1/3/00 DATE: I 1_ /�I CI WI Department of Transportation ACP OVERLAY SHEET REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT NO.- I -1 OF DATE DATE REVISION. BY PAVING PLAN SHEETS CURVE DATA ROADr,,© P.I. ION DELTA RADIUS TANGENT LENGTH ROAD WORK 60011101 T 2 3 N I \ O WORK �� SR 167 45+306.432 23'48'00" 291.087 61.342 120.914_ o AHEAD W20-1 G20-a c o 5 E O W . M . S 1+142.860 _ 48'44'00" 124.743.56.498 106.101 01200mm i OHO 1 x i P� `'� 1i C �•`�P��Q�i // / i , 0+.. PAVING LIMITS LEGEND / v��y� O I i �_ ( EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE 4, > .Sct h \ 1 1 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE oa + _ � SR 167 45+123.716 GI = w `+\`. _ 5 1+142.860 = O GORE STRIPE ( PAINT EXISTING CURB % 0 � \ _f, /�/ L 247+68 P.I. = • O4 DROP STRIPE P ,IQ �!/ ' ` 154+50.3 ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. 0 1 cw `l. v L \ \ CII , , AgillkSL \ \ \ I— PAVING LIMITS ; \ 1 1 1 /k"- \\ RI il \ \ ' l� \ \\ W12-401L \ O 01L1 I i \ �� 0 W12X4 • ,-- 0 1 i i \`X \O BEGIN 0 A as I N © \\ N :, N. ' 0 © ar ` `N y — ()END END 000001.- rli' ' oQ \ � `' � ` T r \ k441t4Nx: - - '-., ...----- I -- 1 I - / N 10 0.1 0 0-19---•--r-40"0 0111 li 1'- II 1 S 45+173.319 P.C. = 1 1 N N -k ` � _ � �` S 1+199.358 AHD. 1 In \\� V. -- -- '�z�%�� N ` 4 -- �R 1-67 - /� XII ^'1 SR 167 45+219.911 P.C. I I PAVING LIMITS 9�\ R-X (CLEARANCE ELFT X111.) I I I SPECIAL 1 I SR 167 45+226 TO JS�\ �'r1 SR 167 45+231 pp�\ ;�-ir00 SR 167 45+376.029 P.T. W12-301 I I \ I I I REMOVE CEMENT CONC. F /d . 1 1. BARRIER CURB AND GUTTER SR 167 44+689.906 INSTALL CEMENT CONC. RAILROAD CENTERLINE BARRIER CURB AND GUTTER SR 167 45+306.432 P.I. 1200mm GENERAL NOTES: WOAD 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO 600mm ROAD 1oRK D 4Q RWORK OAD JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO G20-a W20-1 AHEAD .... EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS 0 10 20 30 40 50 PROVIDED FOR IN THE SPECIAL PROVISIONS. SCALE IN METERS 3. SEE SHEET MD2 FOR STRIPING DETAILS. REN STATE FED.AID PROJ.NO. RRELIMIIV1 NGINEERING DESIGNED BY K. HALL 1/3/00 10 WASH SR 167 P6 ENTERED BY P. DO 1/3/00CHECKED BY A. AMIRI 1/3/00 _ SUBJECT T O CHANGE Washington State I-405 VIC. TO SR 900 COUPLET PROD. ENGR. G. L. McKEE 1/3/00 ,m DATE: U �l NUMBER - g P Department of Transportation ACP OVERLAY SHEET REGIONAL ADM.J. OKAMOTO 1/3/00CONTRACT • • PAVING PLAN of DATE DATE REVISION BY SHEETS r 1 0 To23No Ro5E0 W0M0 O • c > a a ti w -a P D 0 0 PAVING LIMITS N 0 '° II I © \I} II II 1 © O0 cn 01 v I❑ ❑ _ h © 0 ©END III y 0., + . • co .Q= �� ,..) „ .. -----1 ."-- .--. / �'11ILIIIIIIIII IIIIII1 x� -- - / i rl - ai w —I .o. _ ' • 45+500 __ - -- - -- -- -- —+60Er -- -- -- -- -- / 700 -1-...' -- -- x- -- - tn -- P a w yr _ c -- - -- -- -- - -- _ —_———— -- -- - M W _ 1 ___ _ __ - __ __ / _• __ __ __ __ _-_ __ _ __ __ __ / / N 2 0 U �. -�� Z -- - -- -- - -- - -- j -- -- -- La cn - .�,w I. lJ r+, -- -- - -- -- - '. 1111111111111 X I! 111 IPIIllllll z'� 6m Ik ,,,„„„lllIIIIlII sT 1 ;� -- -- -- - -- N 0 —• 1 0 BEGIN © 1 N 1 0 0 I © 0 0 \ 0 11 1 , PAVING LIMITS I -a 1 1 1 1200mm 1200mm iL D ROAD ROAD SID 600mm ROADWORK © Q WORK 600mm ROAD WORK © CX WORK AHEAD 020-a W20-1 G20-a W20-1 LEGEND GENERAL NOTES: 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO O1 EDGE STRIPE 5O DOUBLE YELLOW CENTER LINE STRIPE JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31,- 1961, AND BLACK RIVER TO O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. O3 GORE STRIPE O7 PAINT EXISTING CURB 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 40 50 ® DROP STRIPE 3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. REAP' STATE FED.AID PROJ.NO. r GINEERING DESIGNED BY K. HALL 1/3/00 10 WASH PRELI�IINS E I-405 VIC. TSR O SR679 0 P7 ENTERED BY P. 00 1/3/00 SUBJECT TO CHANGEAIM Washington State 0 COUPLET CHECKED BY A. AM00 1/3/00 am + . Department of Transportation ACP OVERLAY SHEET PROJ. ENGR. G. L. McKEE 1/3/00 DATE: I O r y CI P P REGIONAL ADM.J. OKAMOTO 1/3/00 — ! ! aF rn�eTMo. PAVING PLAN DATE DATE REVISION BY SHEETS , , ,• . CURVE DATA .P.I. STATION DELTA RADIUS TANGENT? LENGTH - __ SR 167 45+898.701 23'48'00" 291.087 61.342 914 '1 . o To23No Ro5E0 W0M0 111111.— E7--)01...-- o W20-1 G20-a 4E30 4E30 • SR 167 45+898.701 P.I. SR 167 c i � ! SR 167 45+892.483 P.O.C. = END PROJECT �� I r � T 45+892.483 P.C.0 PAVING LIMITS ; ;;,i ;o; � ; SR 167 46+033 . 000 o MATCH CONC. PANELS � { I > tI 0 REMOVE EXISTING ISLAND M P 27 . 28 a 14 ; ;m,it Ail (/ ND C-CURB C X II 1 I o N- ,... r is ; I w SI SR 167 45+958.350 P.T. W20-1 © N SR 167 46+052.046 = I tn= . 127+12.0 P.T. BK. = 122+33.4 P.T. o �`P -. R-Xtibb-1 I I 125+40.8 AHD. 090 R3-501 4.7m 1, N 1 102m BEGIN TRAFFIC ISLAND TAPER 315m ROAD r Ir 0 END GORE STRIPE WORK �7 I ' ' - I ` © END O A I AD L0 IA In F-,9 Ft_ 1Y t O i I s l ��rr� —���� r ' i si R3-8 R3-801 I ' r- =s Pa, d c) -- - - -- Lam- ,` _'- ti _ _ _ _� �I 1 I � .;+ Jr 11.- -c.:,---'2"-- ' - N 2°10'00" E - SR- 1-67 - 4b+D00 - - - _!-- -- +lO1J m 1FPI�����IIIIIIIII �- �—'• Ks K — —. �:. _� RAINIER AVE S. m SR 167 45+837.436 P.C. / 1.11. . 00%-� �2 ==.1 ., -- ° 5 ,• , - -- -- -- -- A. florimmieramomilommirmiligmwrinalwaviumssimummus,.-ii pup, um r. -ay," io 0 .00000" . ;1.-. „ -1... :.--- , -, 4.001` . Iry ye.....1, , / in o z�`�./'� 0 © SR 167 45+990 ry /� - �' '�P �' j ' END DECELERATION ' I I1 4110 �ti- ' -L. 0 �!� - TAPER S ' ' r '•'� n//moi .t2, 4� �+ SR 167 45+880 BEGIN LANE STRIPE , �.I=. G20 2a o �} ,-ara i - O STOP BAR sQ r- " �� a: I ® BEGIN LANE STRIPE - ` �'I S y ,� ,i--f I O PAVING LIMITS I 1n Y��� - .`•\ BEGIN GORE STRIPE END 10 0' f • 600mm END I © Z # ROAD Wm syn $ �/� 0 ., A- BEGIN DOUBLE YELLOW CENTER LINE STRIPE I� NI 1, y-� / 4. IN1 1200mm >Jr I I to I 4 10tol I PAVING LIMITS cc I I 1 0 0 .., - ei 4iimo olio W20-1 W20-1 4E10 4110 G20-2a G20-2a LEGEND GENERAL NOTES: 0 EDGE STRIPE OS DOUBLE YELLOW CENTER LINE STRIPE 1. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH N0. 2-M TO JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO 0 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPE EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 03 GORE STRIPE 07 PAINT EXISTING CURB 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS0 DROP STRIPE PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 1'0 20 30 40 50 3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. 'a0t0M STATE FED.AID PROD.N0. ENVIRONMENTAL AND ENGINEERING N0. DESIGNED BY K. HALL 1/3/00 10 WASH PRELIMINARY 1 1gRSR 167 P8 ENTERED BY P. DO 1/3/00 Washington State 1-405 VI C. TO SR 900 COUPLET CHECKED BY A. AMIRI 1/3/00 JOE SUBJECT TO CHANGE Department of Transportation ACP OVERLAY PROJ. ENGR. G. L. McKEE 1/3/00 SHEET REGIONAL ADM.J. OKAMOTO 1/3/00 QONTh"R"0. DATE: I G(f LI 1 c G` PAVING PLAN of DATE DATE REVISION BY SHEETS s r• A CURVE DATA F 'A' M _ '� .I. STATION DELTA RADIUS 41.861TI LENGTH T O 2 3 N O R p 5 E 0 If O 1'I O • � MN1 2+603.893 81-34-04 48.524 080 WNI 2+688.037 39-58-00 72.156 26.457 751 O WN1 2+803.337 52-57-55 91.161 45.417 _ _ _271 OCV .-r WNI 2+631.'11-2,P.T. r w P N0- ' w WNI 2+66'1.580 P.C. 3 i ,%I, (D W _(DI ' 1 LO X 11 �1RWNI 2+712.331 P.T. O 0 ==x_?___x i� % WNI 2+729 1-U o4. '"- ----?�`�� \% BEGIN REMOVING CONC. BARRIER cia `,a _ �� \ (SEE SPECIAL PROVISIONS) N - -------- N Y ; �,. `$` `\` .\ y�' PAVING LIMITS `\\\\ \\ \\44 ••`\ \`0 WN1 2+757.921 P.C. •t•-•6 \ \\ \\ \\ \\ \\ \� \.� mZf.\' ``\ `\\ \ \\ \`\�l/ ` `` WN1 2+774 °' \% % 1 '� °\\ \\�� `\ END REMOVING CONC. BARRIER I z \ p 600mm BM ROAD WORK © ' i 1 i \\ \ 1 WOAD o 020-a I i i 1 \\\ \\\ 1 Q WORK 1200mm I . i i e `•‘.111,\"\:\,\,1:3 4. W20-1 AHEAD / 1 1 4. 1 al \F- \\ , f /g ;;\` WN1 2+842.191 P.C. o �-/ 'I / r ;/ \\\ \\\ WN 1 2+870.793 / ss �1 Si " // LEGEND ii // I y I.,;.1� ( EDGE STRIPE O5 DOUBLE YELLOW CENTER LINE STRIPE 1/ i �'� .." II "11 *i j t' '-______ O2 LANE STRIPE © TWO WAY LEFT TURN LANE STRIPEII ,--;;:t // II �� /_ / °------- '- -- - �,-''/ // -{} __'___-/ 7-_--_ _____________-_______-_- -_-__ O3 GORE STRIPE O7 PAINT EXISTING CURB 1' _________- • _______ _-_ 111 ---_ _-_----— 0 DROP STRIPE _ ---------- ------...,_.-�..,_.:.y_----=�=mom ___—_—_ — ---- ALL DIMENSIONS IN METERS UNLESS OTHERWISE DESIGNATED. __________- ___________ -- e PROPOSED GUIDE POST — — — __________+/- / -- ____-__-�R_4 ___-------------- -- e EXISTING GUIDE POST _ _______-yl-,-f------ _ ---------- ----------------------------------- ------------- --__-/---- - ------- ------------- — _______ — ______ __ ___ yj_ �, - _ GENERAL NOTES: -- ;�� f- ---------- __ , _ __ ______ _,,,..;1— -_______________ :. .'r'- i. RIGHT OF WAY AND ALIGNMENT BASED ON SR 405 JCT. SSH NO. 2-M TO --------- r__�_` F� ,_;,�- -___-- --_ �a/F.a �a ��y JCT. PSH NO. 2 IN RENTON APPROVED OCT. 31, 1961, AND BLACK RIVER TO EARLINGTON SHEET 1 OF 2 AND 2 OF 2 APPROVED MARCH 27, 1925. 2. THE CONTRACTOR SHALL PROVIDE SURVEYING TO LAYOUT CHANNELIZATION AS PROVIDED FOR IN THE SPECIAL PROVISIONS. 0 10 20 30 400 3. SEE SHEET MD2 FOR STRIPING DETAILS. SCALE IN METERS _ o°M STATE FED.AI D PROJ.NO. 1 qq ENVIRONMENTAL AND ENGINEERING DESIGNED BY K. HALL 1/3/00 • 10 WASH Pr._[:,•�t��ARVE rL, FS �, SR 167 P9 ENTERED BY P. DO 1/3/00 I-405 VIC. TO SR 900 COUPLET SUBJECT TO CHANGE Washington State ACP OVERLAY CHECKED BY A. L. M 1/3/00 J0°'"' Department of Transportation SHEET PROD. ENGR. G. L. McKEE 1/3/00 REGIONAL ADM.J. OKAMOTO 1/3/00 CONTRACT SO. DATE. 10 J H 19 CI DATE DATE REVISION BY ' PAVING PLAN OE SHEETS 8-7-1 8-7-3 CHAPTER 7 NOISE LEVEL REGULATIONS SECTION: any motor vehicle, motorcycle, off-highway vehicle, or internal combustion engine, 8-7-1: Motor Vehicle Noise Performance within a rural or residential district, so as to Standards unreasonably disturb or interfere with the 8-7-2: Maximum Environmental Noise Levels peace, comfort and repose of owners or pos- 8-7-3: Public Disturbance, Noises sessors of real property. 8-7-4: Designation Of Zoned Areas 8-7-5: Penalties For Violation D. The use of a sound amplifier or other device 8-7-6: Content Not Governing Sound capable of producing, or reproducing ampli- 8-7-7: Severability fled sound upon public streets for the purpose 8-7-8: Variances And Appeal of commercial advertising, or sales, or for charging the attention of the public to any vehicle, structure or property of the contents 8-7=1: MOTOR VEHICLE NOISE therein, except as permitted by law, and PERFORMANCE STANDARDS: except that vendors whose sole method of. The City Council of the City hereby selling is from a moving vehicle shall be adopts Washington Administrative Code Sections exempt from this subsection. 173-62-020,030, and 040. E. The making of any loud and raucous sound within one thousand feet (1,000') of any 8-7-2: MAXIMUM ENVIRONMENTAL school, hospital, sanitarium, nursing or con- NOISE LEVELS: valescent center. The City Council of the City hereby adopts by reference Washington Administrative F. The creation by use of a musical instrument, Code Sections 173-60-020, 040, 050, and 090. whistle, sound amplifier, record player, ste- reo, or other device capable of producing or reproducing sound of loud or raucous sounds 8-7-3: PUBLIC DISTURBANCE,NOISES: which emanate frequently, repetitively, or It is unlawful for any person to cause or continuously from any building, structure or for any person in possession of property to allow to property located within a rural or residential originate from the property sound that is a public district, such as sounds originating from a disturbance noise. The following sounds are band session, social gathering, stereo. hereby defined to be public disturbance noises. G. The amplified or unamplified human voice A. Frequent, repetitive or continuous noises which unreasonably interferes with the made by any animal which unreasonably dis- peace, comfort and repose of property owners turbs or interferes with the peace, comfort or or possessors. (Ord. 3478, 11-3-80) repose of property owners or possessors, except that such sounds made in animal shel- H. Any sound from a motor vehicle audio system ters, commercial kennels, veterinary hospi- or portable audio equipment such as a radio, tals, pet shops, or pet kennels licensed as tape player or compact disc player which is such, shall be exempt from this subsection. operated at such a volume that it interferes with conversation or which causes vibrations B. The frequent, repetitive or continuous sound- to be felt from a distance of seventy five feet ing of any horn or siren attached to a motor (75') or more from the source of the sound. vehicle, except as a warning of danger, or as (Ord. 4301, 12-17-90) specifically permitted or required by law. C. The creation of frequent, repetitive or contin- uous sounds in connection with the starting, operation, repair, rebuilding, or testing of 397 City of Renton 8-7-4 8-7-8 8-7-4: DESIGNATION OF ZONED AREAS:1 such portion to other persons or use shall not be The EDNA (environmental designation affected. (Ord. 4301, 12-17-90) for noise abatement) is hereby established as fol- lows: 8-7-8: VARIANCES AND APPEAL: A. Residential zones which shall include R-1, R- 2, R-3, R-4, G, T, SR-1, SR-2, S-1 are classi- A. Jurisdiction:The Board of Public Works shall fled as Class A EDNA. hear and decide requests for variances from the requirements of this Chapter. B. Commercial zones which are defined as B-1, M-P,P-1, are classified as Class B EDNA. B. Application: Parties seeking a variance from this Chapter,or a duly authorized representa- C. Industrial Zones. L-1 and H-1 zones are de- tive of the parties seeking the variance, shall fined as Class C EDNA. (Ord. 3478, 11-3-80) file an application for the variance, which application shall set forth fully the grounds therefor and the facts the applicant deems 8-7-5: PENALTIES FOR VIOLATION: material to justify the granting of such a vari- . Except as otherwise provided, any per- ance. son violating any portion of this Chapter shall be guilty of a misdemeanor and may be punished by C. Public Notice And Hearing:The hearing for a imprisonment for not more than six (6) months in noise variance shall be a public hearing, the jail,by a fine of not more than five hundred dollars date of which shall be not more than forty five ($500.00), or by both such fine and imprisonment. (45) days from the date of filing and accep- Any person violating Section 8-7-3H of this Chap- tance of the application for the variance. ter shall be guilty of a civil violation and may be Notice of the time and place of public hearing punished by a fine of not more than seventy five shall be given and at least one publication in dollars ($75.00). Each day that a violation contin- the City's legal newspaper,which publication ues shall be considered a separate offense. The shall be not less than ten(10)days prior to the penalties set forth herein shall not be deemed date of said public hearing. In addition,three exclusive, the City may obtain an injunction (3)written notices of such public hearing shall against such violation from the Superior Court of be posted at least ten (10) days prior to such King County. Any ordinance of the City inconsis- hearing within,on or about the location which tent with any portions of this Chapter is repealed will generate such noise. Additionally, writ- except that any ordinance defining noise as a nui- ten notice of the hearing shall be given to any sance shall remain in full force and effect. resident or property owner that will experi- ence an increase in noise, or potentially have an increase in noise, such that this variance 8-7-6: CONTENT NOT GOVERNING will increase the quantity of noise received by SOUND: that property owner or resident. The burden The content of the sound will not be con- of providing this written notice shall be upon sidered in determining a violation of this Chapter. the applicant. The Board of Public Works shall not consider any variance for which written notices have not been given, or grant 8-7-7: SEVERABILITY: any variance that would cause an increase in These regulations are declared to be sev- noise levels beyond that permitted in this erable. If any section, subsection, paragraph, Chapter unless the affected property owner or clause or other portion is,for any reason,held to be resident has been notified. invalid or unconstitutional by any court of compe- tent jurisdiction, such invalidity or unconstitution- D. Factors For Granting Variance: The Board of ality shall not affect the validity or constitutional- Public Works, in passing upon an application ity of the remaining portions. If any section, for a variance, shall consider all technical subsection, paragraph, clause or any portion is evaluations, all relevant factors and stan- adjudged invalid or unconstitutional, or is applied dards specified in other sections of this Chap- to a particular person or use, the application of ter, and in addition thereto shall consider the following, none of which is mandatory for the granting of the variance: 1. See Title IV, Chapter 31 of this Code for Zoning 1. That the applicant will suffer an undue Regulations. hardship and the variance is necessary be- 397 City of Renton 8-7-8 8-7-8 D1) cause of special circumstances applicable to F) Public Works unless the City Council finds the applicant's property or project, and that that there are material errors in the findings the strict application of this Chapter will or conclusions, or that the decision is not deprive the subject property owner or appli- supportable by the findings and conclusions. If cant of rights and privileges enjoyed by the City Council finds such errors it shall others. reduce its decision to writing specifying the findings and conclusions that are in error or 2. That the granting of the variance will not stating that the decision is not supportable by be materially detrimental to the public health, the findings and conclusions. The procedure to welfare or safety, or unduly injurious to the be utilized by the City Council in hearing this property or improvements in the vicinity of appeal shall be as established by the City the location for which this variance is sought. Council and should be substantially similar to the procedure used by the City Council in 3. That the variance sought is the minimum hearing and determining appeals from variance which will accomplish the desired decisions of the Hearing Examiner which are purpose. appealed to the City Council. Any party remaining aggrieved by the decision of the 4. That the variance contains such conditions City Council may further appeal by obtaining deemed to be necessary to limit the impact of a writ of certiorari from the King County the variance on the residence or property Superior Court within twenty (20) calendar owners impacted by the variance. days from the date of the City Council's decision. (Ord. 4330, 10-28-91) 5. The importance of the services provided by the facility creating the noise and the other impacts caused to the public safety, health and welfare balanced against the harm to be suffered by residents or property owners receiving the increased noise permitted under this variance. 6. The availability of practicable alternative locations or methods for the proposed use which will generate the noise. 7. The extent by which the prescribed noise limitations will be exceeded by the variance and the extent and duration of the variance. E. Findings and Conclusions of Board of Public Works: The Board of Public Works shall re- duce its decision to written findings, conclu- sions and a decision. The written findings, conclusions and decision shall include a section noting the right of appeal from the decision to the City Council. F. Appeals: Any party participating in the public hearing feeling aggrieved by the decision of the Board of Public Works may appeal the decision of the Board of Public Works to the City Council within fourteen (14) days of the decision. The appeal document shall note the errors in findings or conclusions which the appellant believes are material to the appeal. The City Council shall consider the appeal and shall affirm the decision of the Board of 1191 March 29, 2000 CERTIFICATE OF MAILING STATE OF WASHINGTON ) ss. COUNTY OF KING MARILYN J. PETERSEN, City Clerk/Cable Manager for the City of Renton, being first duly sworn on oath, deposes and says that she is a citizen of the United States and a resident of the State of Washington, over the age of 21 and not a party to nor interested in this matter. That on the 29th day of March, 2000, at the hour of 5:00 p.m your affiant duly mailed and placed in the United States Post Office at Renton, King County, Washington, by first class mail to all parties of record, notice of appeal of decision by Board of Public Works on WSDOT request for noise variance. (File No. BPW-00-001). Marilyn Jr•e e sen, City Clerk/Cable Manager SUBSCI&E D,AND SWORN TO BEFORE me this 30th day of March, 2000. e' reri Frit�voi Notary Public its and for the tate o Washington, residing in CITY CLERK DIVISION Send Copies To: Date: CITY ATTORNEY I(r CITY COUNCIL COMMUNITY SERVICES/PARKS EDNSP/ECONOMIC DEVELOP. FINANCE/INFO SERVICES FIRE DEPT/FIRE PREVENTION HEARING EXAMINER HUMAN RESOURCES/RISK MGMT HUMAN SERVICES LIBRARIES MAYOR/EXECUTIVE MUNICIPAL COURT PLANNING COMMISSION POLICE CODIFIER NEWSPAPER PARTIES OF RECORD Planning/Building/Public Works: r 1 ADMINISTRATION `1 4" AIRPORT I DEVELOPMENT SERVICES '3arnA Ft-4'44/1 TRANSPORTATION SERVICES UTILITIES&TECH SERVICES I I-CV U - , Bob Alter Bill Weise . President, CEO General Manager John Taylor Sunstone Hotel Properties Holiday Inn Select 2413 Talbot Crest Dr S 903 Calle Amanecer 1 South Grady Way Renton,WA 98055 San Clemente, CA 92673 Renton,WA 98055 Karla Saunders Chris Saunders Christy Henderson 2337 Talbot Crest Dr.S. 2337 Talbot Crest Dr.S. 2325 Talbot Crest Dr. S. Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 Isaiah D.Williams Kim Robinson Minnie Williams Veleciu M.Williams 2402 Talbot Crest Dr.S. 2503 Talbot Crest Dr. S. 2332 Talbot Crest Dr.S. Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 Patricia Everson Marilyn Cummings Resident 2510 Talbot Crest Dr. S. Raymond Cummings 2503 Talbot Crest Dr. S. Renton,WA 98055 2509 Talbot Crest Dr.S. Renton,WA 98055 Renton,WA 98055 Rosemary L. Ness Resident David Jackson 2521 Talbot Crest Dr. S. 2527 Talbot Crest Dr.S. Diane Jackson Renton,WA 98055 Renton,WA 98055 2419 Talbot Crest Dr. S. Renton,Wa 98055 Marcie Maxwell John G#ee et C retry Janelle Hitch, Program Mgr. 300 Rainier Ave. N. WSDOT ,, WSDOT NW Region Renton,WA 98055 21851 84th Ave. S. PO Box 330310 Seattle,WA 98178 Seattle,WA 98133 Ali R.Amiri Kevin Hall Lynn Acuna 6431 Corson Ave.S. 6431 Corson Ave. S. 2515 Talbot Crest Dr. S. Seattle,WA 98108 Seattle,WA 98108 Renton,WA 98055 Jan Hickling Marcia Smith Tim Salley 1919 Talbot Rd. S. 2607 Shattuck Ct. S. Larkspur Landing Renton,WA 98055 Renton,WA 98055 1701 E.Valley Rd. Renton,WA 98055 Ronald Mattson IR19 Poi Attorney at Law 321 Burnett Ave. S., Ste.401 Renton,WA 98055 Nt'" dr 1 Bob Alter Bill Weise President, CEO 7- General Manager John Taylor Sunstone Hotel Properties Holiday Inn Select / 2413 Talbot Crest Dr S // 903 Calle Amanecer 1 South Grady Way V Renton,WA 98055 ✓,/ San Clemente, CA 92673 Renton,WA 98055 Karla Saunders Chris Saunders Christy Henderson 2337 Talbot Crest Dr. S/. 2337 Talbot Crest Dr. S. ✓ 2325 Talbot Crest Dr. S. V Renton,WA 98055 V/ Renton,WA 98055 Renton,WA 98055 Isaiah D.Williams Kim Robinson / Minnie Williams Veleciu M.Williams 2402 Talbot Crest Dr. S. V 2503 Talbot Crest Dr.S. 2332-Talbot Crest Dr. S. Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 Marilyn Cummings Patricia Everson Resident / 2510 Talbot Crest Dr. S. Z Raymond Cummings / 2503 Talbot Crest Dr.S. V Renton,WA 98055 2509 Talbot Crest Dr. S. �/ Renton,WA 98055 Renton,WA 98055 Rosemary L. Ness Resident David Jackson 2521 Talbot Crest Dr. S. V 2527 Talbot Crest Dr. S. Diane Jackson- 17/ Renton,WA 98055 Renton,WA 98055 �✓ 2419 Talbot Crest Dr. S. � Renton,Wa 98055 Marcie Maxwell John Cheeny Janelle Hitch, Program Mgr. 1/ 300 Rainier N. V WSDOT WSDOT NW Region t Renton,WA 98055 Ave.e. N. 21851 84th Ave. S. PO Box 330310 Seattle,WA 98178 Seattle,WA 98133 Ali R.Amiri / Kevin Hall ✓ Lynn Acuna 6431 Corson Ave. S. V 6431 Corson Ave. S. 2515 Talbot Crest Dr.S. Seattle,WA 98108 Seattle,WA 98108 Renton,WA 98055 17 Jan Hickling Marcia Smith Tim Salley 1919 Talbot Rd.S. /// Larkspur Landing 2607 Shattuck Ct.S. V 1701 E.Valley Rd. Renton,WA 98055 Renton,WA 98055 Renton,WA 98055 •Ronald Mattson Attorney at Law 321 Burnett Ave. S., Ste.401 Renton,WA 98055 PLEASE PRINT 3/2/00 W.S.D.O.T. - Roadway Resurfacing on SR-167, I-405 -:.SR=.900 Couplet. VISITOR LIST ADDRESS NAME NAME OF PROJECT A/4Z_ 9�as3- -?c,� A l - 0 ma Q_Ci..eJ f in k . No-)Se. J� -.-7-c-(,-6- ( QS(Aq ��-r� �� ]� � G19'4'5-6- 8os DLL. VVI l j-Q � gf2- 16-1=14°s AlotiCV k2.("e S( g4 AI,..Q. S -J 0 L,t ./(1e e:5�` yam®1 � sR1�7 97/3a WSl�c/r^—.`/ 7 `�' i5- 70.0 0Y7v� 6-S. S55'5117-Z4— PPOGe / rr-o� li J�R /G AL 1 . fe/ev 69 3 r &�.scry7 /b7 s . 50#771 e_ fi`i ,C. nm rr, .7� A' )4-7 A/• V woe • 6;1131 CO Yso h Ave, S_ Se-c41-1-1-c_ k ev i 1. I-61,1 I /. 6)216'7 Z- 405 Vic •.. �p133 WSJ v ji . Is 7.„ D�-f-� 4-7,, . S. S'ec°'� '� �1 r.��v� R.e ve� •/ Y--l? /6, 7 0 VA 2. "-------0/s- Tao DAYTO A✓E S g EA-rTGE JAME-c.e-t- 11i rc L1 sit /4-7 N. VAo2 Q • ��is7F-60.07.-Ce, (5 , �bs LYNN rc0-uiv,- / ,/ S/2 / 7 9p8s5 • _ Afar • ,*� ` s f , fil- lik ! i _ _. ' -40?_ .... (o aevs, rpo Sr / 9/9�1S?6 .-e 1 d. .e. lez,n,i-ile-le.h/ria %V ,POR-4,772 ,- v r. f� 1 q 5; f . s .' . . �f(0_- /,ted fvati/J /- '' 662-660/-k, . k &± .' nteLJ ' vGM/bpwrjw --- --------------------- ---------------- ---- ----- --- - - I. 4Ik )":411eal i-W- 7b‘ ??? 1(41/ • —vig or r a - -— — ')17-791 1 iQ ".3vS ' s 1 , ' I"7 7 2 1 1 A 'S /a L/ ; (1174471')17 380,86 J?7 I- - ��� S '' . - 6 .17 79-7Yr ‘ /6 z.)/ •r°777-?('-"7/ c 17 0 A-7,. 4 " "7'-q_4v. • 5 --ne..4 Ae. 'le--i-6 / : . '79.,' 1 -- °- 1 ?1" - 55®.86 ✓>r7).--- -er '� ---- , f rlePrilL 33o {:=4 - • - Lege • PLEASE PRINT 3/2/00 W.S.D.O.T. - Roadway Resurfacing on SR-167, I-405 =:.SR=900 Couplet. VISITOR LIST/Ptvi rve.e..4± ADDRESS • NAME NAME OF PROJECT "ass� C � - �v� JY�aQ_G E, nri- , 4,(( 2QS��� � / G � 990SS b(LL 1/0 ( - ✓ s - 16`?= 4`os 7117$ r F2 • 2'1S--( ��t4-- _1 :Qv Q S 4�� ✓q, (ry ,2 t `� EK 167 i 700 ,�ifYTD�✓�✓t�S. � i - PirIL /_r— V /Z /6.7 AL 1/47e 98/0 ✓ 643 I 6seyv? A/K, S . S gAnt4 `i /C. �m 5-ic )/a 7 Nypbe • V 6-431 Co►rso h Ave, 5_ S 1 ii k ev,l/. H- t l ,„,,V 6 YZ 16 7 Z- 405 V,'c_ rS o A -/,, - s, S'ec 'x'33 �iZ. I G 7 iv • vA2 .33 /3- 7d DielYTDN AVE S EArTGL JAJUEz..c.t Tc5-)2 • /67 N. 1/A� pybss _ ,7S/S7 -`.. Gre,`- � 5 • y�/N >��-u�r/� 512 / 7 9poss 9�o sS '��� CO / 9/9 iat_6-0-6. 1Pd. e. lez-n?Halzhi -g&elov ,A2 Wow. 7J e I f62-1.64/ctite__ foau-24j /- - 1.4fr.ii6h)d )6t-t • ni-e-LJ • vlist/bpwrw - W Ronald C. Mattson, Attorney at Law RECEIVED Evening&Weekend Appointments Available MAR 2 2 2000 (425)255-5657 CITY OF RENTON FAX(425)2354869 14011,r1 � '�—dam' PUBLIC WORKS ADMIN. Toll Free 888-655-5657 Cell:206-992-1705 email:rcmattson@worldnet.att.nei i � / /• / VA/Lt_AtAA W") 0-) • rc • • • • • / • 19-8162/3250 STATE OF WASHINGTON 1018 DEPARTMENT OF TRANSPORTATION 5 15700 DAYTON AVE N. M �� ' a© SEATTLE, WA. 98133-9710 PAY ^ » THE ORDER OF /G Z.4 y �O.v" ` —`' $ ` O 5CAnkINs 4-1 ,�� e7. 1 t DOLLARS LIE€m " ,�eTRANSPORTATION ' 4 NORTH'WJEST 6362 6th Ave.S. (206)762-8154 CREDIT•UNION Seattle,WA 98108 1-800-544-4014 Memo f• Sv' V(Wei "P ii'00•L0 LBii' 1: 3 2 508 LEI 2 31: 5 1 L 500 7 3E1 ? 511' -- :-- ., ,,,,,,,,;,;;,,,, .,,,...:,,:: un .ca:...,•,:,, .,..ttnnavn�run.,.__.,�,�7C'131�F•,.r�„ rw�I>syA • i • • • • • • i NOTES RECEIPT DATE ...qM''o° NO. 4448 cc RECEIVED FROM 11 Y 0,9 - ,e),7/2/ffiz---a-frcefefrav LLJ U ADDRESS /6100 17' _ � LA-tilt— , ��k/33 97/v g ?� �� U tY] --->a w o v o FOR 1/4, f' P' / ( l21..AzL#' - ea co 0 CD H .c-3 V e ACCOUNT HOW PAID O cg j AMT.OF CASH w C O ' ACCOUNT UO( n O AMT. CHECK PAID /�� /�//j�f ILL BALANCE MONEY '. '(//14(1.1 \.� /1.[�' - f�G�Y� © CC CC DUE ORDER BV ©1998 REDI_F'ORMOO 8L802 Janelle C. Hitch, P.E. Air Quality Engineer Washington State Department of Transportation ., Northwest Region 15700 Dayton Avenue North,NB82-138 PO Box 330310 Seattle,WA 98133-9710 206-440-4541/Fax 206-440-4805 0 hitchj@wsdot.wa.gov owe Janelle C. Hitch, P.E. Air Quality Engineer 411M\ Washington State Department of Transportation ,• Northwest Region 15700 Dayton Avenue North,NB82-138 PO Box 330310 Seattle,WA 98133-9710 206-440-4541/Fax 206-440-4805 0 hitch]@wsdot.wa.gov ore • - c • NOTES RECEIPT DATE ?a-110 NO. 4447 RECEIVED FROM CIII \A,/ptce.. t9-- 441(dav Tivto lec ADDRESS 76' .0 0 . . FOR Alpta-q gbt at N.NoiSe- Varianc& ttaitt ACCOUNT • •HOW PAID. • ACCOUNTAC F CASH . • PAID CHECK /6 00 BALANCE MONEY BV711 "II' 414r - DUE ORDER • • ©1998 BEDIFORM®8L802 • •