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HomeMy WebLinkAboutSWP272120(4) PHONE CALL _ M. FOR 4 DATE TIME R. A M OF X TELEPHONED 2 RETURNED PHONE `J YOUR CALL AREACODE NUMBER EXTENSION PLEASE CALL MESSAGE 1 WILL CALL AGAIN CAME TO SEE YOU �+ WANTS TO SEE YOU SIGNED TOPS FORM 4003 \�` ��p j� 1 ` �� �Q �� i (PHONE CALL FOR ` DATE ` 67264IME 'i 1") P.M. • M I OF D LEPHONED ETURNED PHONE (� BUR CALL i AREACODE NUM9ER EXTENSION PLEASE CALL MESSL6yGE WILL CALL AGAIN CAME TO SEE YOU WANTS TO SEE YOU SIGNED TOPS 9 FORM 222 12 Rac (PHONE CALL A.M. FOR I DATE TIME R.M. M TELEPHONEO OF RETURNED RHONE Y CALL ARE ODE NUMBER EXTENSION PLEASE CALL M SAGE WILL CALL AGAIN CAME r TO SEE YOU WANTS i TO SEE YOU SIGNED J J J Mcqr r$ oPs FORM 4603 sRk uw J r`1S TOLL FREE (800) 523-6408 -OR- (2a06) 454-0141 37 ' 1 survey/measuring instruments engineering supplies sales-service-lease PLN/BLDG/PUI3LIC WORKS DEPT REQUEST TO OPEN NEW FILE TO: TECHNICAL SERVICES DATE: FROM: � DIVISION/SECTION: 7G� s� �/11 'J��, # # # # ## # ## # # # # # # # # ## ## # ## # # # # # # # # # # # # # # # # # TITLE OR NAME OF FILE: .l �41y i?14411V Ci ZC44--j (70 Characters Maximum) OTHER NAMES, KEYWORDS,OR ALIAS: (70 daraclers Max. Each) v DESCRIPTION OF FILE CONTENT: Gdazc� /?� �, il/' / f,✓S%d? ,vi6��7g Location of File: (code # on fide-drawer) SUGGESTED FILE CODE: Narrative: (include disposition strategy and retention schedule) AX, —Aegl— J451�v'owl� O/V SUBMITTING DIVISION'S SUPERVISOR APPROVAL: forms/new file/ckd APPROVED BY TSS: DATE: 5-31-91 . . NAME AND ADDRESS OF AGENCY COMPANIES AFFORDING COVERAGES Stanley T. Scott & Co. , Inc. 2312 Eastlake Avenue E. COMPANY LETTER LETTER Aetna Life & Casualty Seattle, WA 98102 COMPANY LETTER NAME AND ADDRESS OF INSURED COMPANY Robison Construction, Inc. LETTER Vr P.O. Box 5789 COMPANY D Kent , WA 98031 LETTER COMPANY E LETTER This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions and conditions of such policies. COMPANY POLICY Limits of Liability in Thousands( 0) LETTER TYPE OF INSURANCE POLICY NUMBER EXPIRATION DATE EACH AGGREGATE OCCURRENCE GENERAL LIABILITY BODILY INJURY $ $ A N COMPREHENSIVE FORM 81CO114876CCA 1/l/88 a PREMISES-OPERATIONS PROPERTY DAMAGE $ $ ® EXPLOSION AND COLLAPSE HAZARD UNDERGROUND HAZARD PRODUCTS/COMPLETED OPERATIONS HAZARD BODILY INJURY AND R CONTRACTUAL INSURANCE PROPERTY DAMAGE $5 0 0 $ 11000 a BROAD FORM PROPERTY COMBINED DAMAGE INDEPENDENT CONTRACTORS ❑X PERSONAL INJURY PERSONAL INJURY �3 0 0 Stop Gap AUTOMOBILE LIABILITY BODILY INJURY $ (EACH PERSON) COMPREHENSIVE FORM BODILY INJURY $ x❑ OWNED (EACH ACCIDENT) HIRED 81FJ64652OCCA 1/l/88 PROPERTY DAMAGE $ A BODILY INJURY AND x❑ NON-OWNED PROPERTY DAMAGE $,7 5 0 COMBINED EXCESS LIABILITY BODILY INJURY AND ❑x UMBRELLA FORM 81XS500984WCA 1/l/88 PROPERTY DAMAGE $5 , 000 $ 5 ,000 A ❑ OTHER THAN UMBRELLA COMBINED FORM WORKERS'COMPENSATION STATUTORY and EMPLOYERS'LIABILITY $ (EACH ACCIDENT) OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES RE: City of Renton, I-405 Storm Drain Crossing (North of NE 44th Street) It is agreed that the City of Renton is added as Additional Named Insured per form CC5647 as requested from Aetna Life & Casualty Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will mail 20 days written notice to the below named certificate holder,-4==1[MXXx NAME AND ADDRESS OF CERTIFICATE HOLDER:& Additional Insured: 8/31/87 DATE ISSUED: City of Renton n 200 Mill Avenue South Renton, WA 98055 R. Moored 'ZED )REPRESENTATIVE ACORD 25(1-79) • 0X0 r NAMF AND ADDRESS OF AGEN( COMPANIES AFFORDING COVERAGES Stanley T. Scott & Co. , Inc. — — -- --- 2312 Eastlake Avenue E. COMPANY A LETTER „ Aetna Life & Casualty Seattle, WA 98102 COMPANY LETTER NAME AND ADDRESS OF INSURED COMPANY Robison Construction, Inc. LETTER P.O. Box 5789 COMPANY D Kent, WA 98031 LETTER COMPANY LETTER This is to certify that policies of insurance listed below have been Issued to the insured named above and are in force at this time. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions and conditions of such policies. COMPANY POLICY Limits o Llability In Thousands( ) LETTER TVPEOFINSIIRANCE POLICY NUMBER EXPIRATION DATE EACH OCCURRENCE AGGREGATE GENERAL LIABILITY --- - - - — -- BODILYINJURV E E A O COMPREHENSIVE FORM 81 C O 114 8 7 6 C C A 1/1/8 8 PREMISES-OPERATIONS PROPERTY DAMAGE E E ®EXPLOSION AND COLLAPSE HAZARD UNDERGROUND HAZARD - ®PRODUCTS/COMPLETED OPERATIONS HAZARD BODILY INJURY AND n CONTRACTUAL INSURANCE PROPERTY DAMAGE E 5 0 0 T 1 , 0 0 0 a BROAD FORM PROPERTY COMBINED DAMAGE INDEPENDENT CONTRACTORS ❑X PERSONAL INJURY PERSONAL INJURY 15 0 0 Stop Gap AUTOMOBILE LIABILITY BODILY INJURY f (EACH PERSON) COMPREHENSIVE FORM BODILY INJURY $ OWNED (EACH ACCIDENT) HIRED 81FJ64652OCCA 1/1/88 PROPERTY DAMAGE E A BODILY INJURY AND NON-OWNED PROPERTY DAMAGE E 7 5 0 --------_---- ---EXCESS LIABILITY COMBINED BODILY INJURY AND OUMBRELLA FORM 81XS500984WCA 1/1/88 PROPERTYDAMAGENg5 , 000 $ 5 , 000 A ❑ OTHER THAN UMBRELLA COMBINED FORM WORKERS'COMPENSATION STATUTORY and EMPLOYERS'LIABILITY _ S (EACHACCIDENn OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES RE: City of Renton, I-405 Storm Drain Crossing (North of NE 44th Street) It is agreed that the City of Renton is added as Additional Named Insured per form CC5647 as requested from Aetna Life & Casualty Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will KnAAW:KK% mail 20 days written notice to the below named certificate holder.,XI==KMX?Kx NAME AND ADDRESS OF CERTIFICATE HOLDER& Additional Insured: 8/31/87 DATE ISSUED- City of Renton 200 Mill Avenue South Renton, WA 98055 _ R.A. Moordj'InIff (�A q�p� �ENTATIVE ACORD 25(1-79) CICIDa ,. NAME AND MDPI i iI t,;f Ni COMPANIES AFFORDING COVERAGES Stanley T. Scott & Co. , Inc. - -- - --- - -------- 2312 Eastlake Avenue E. COMPANY LETTER LETTER Aetna Life & Casualty Seattle, WA 98102 COMPANY LETTER NAME AND ADDRESS OF INSURED COMPANY Robison Construction, Inc . LETTER P. O. Box 5789 COMPANY D Kent , WA 98031 LETTER COMPANY E LETTER This is to certify that policies of insurance listed below have been Issued to the insured named above and are in force at this time. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions and conditions of such policies. COMPANY POLICY ___ Limits of Liability in Thousands LETTER TYPE OF INSURANCE POLICY NUMBER EXPIRATION DATE EACH AGGREGATE OCCURRENCE GENERAL LIABILITY BODILY INJURY $ $ A a COMPREHENSIVE FORM 81 C O 114 8 7 6 C C A 1/1/8 8 a PREMISES-OPERATIONS PROPERTY DAMAGE $ $ ®EXPLOSION AND COLLAPSE HAZARD UNDERGROUND HAZARD -- ®PRODUCTS/COMPLETED OPERATIONS HAZARD BODILY INJURY AND El CONTRACTUAL INSURANCE PROPERTY DAMAGE $500 $ 11000 O BROAD FORM PROPERTY COMBINED DAMAGE INDEPENDENT CONTRACTORS PERSONAL INJURY PERSONAL INJURY 1500 Stop Gap AUTOMOBILE LIABILITY BODILY INJURY $ (EACH PERSON) COMPREHENSIVE FORM BODILY INJURY s O OWNED (EACH ACCIDENT) HIRED PROPERTY DAMAGE E A S1FJ646520CCA 1/1/88 BODILY INJURY AND _- NONOWNED PROPERTY DAMAGE $7 5 0 -- _ --------- ----"-- ___ _ _ COMBINED EXCESS LIABILITY --- O UMBRELLA FORM 81XS500984WCA 1/1/88 BODILY INJURY AND $5 , 000 $ 5 , 000 A PROPERTY DAMAGE ❑ OTHER THAN UMBRFI-I A COMBINED FORM WORKERS'COMPENSATION STATUTORY and EMPLOYERS'LIABILITY $ (EACH ACCIDENT) OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES RE: City of Renton, I-405 Storm Drain Crossing (North of NE 44th Street) It is agreed that the City of Renton is added as Additional Named Insured per form CC5647 as requested from Aetna Life & Casualty Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will *r W&WKK% mail 20 days written notice to the below named certificate holderzd]cndt KMX0CX K�>��ca���ik��r � A�f!iic��5t�n''•t�S�' NAME AND ADDRESS OF CERTIFICATE HOLDER& Additional Insured: 8/31/8 7 DATE ISSUED:___ City of Renton 200 Mill Avenue South Renton, WA 98055 0 a R. Moord7 a1ZEo REPRESENTATIVE ACORD 25(I-79) -- oamli Is Al U:19. WAWA NAA1F AND ADDPFvc Of A(;FN(r - COMPANIES AFFORDING COVERAGES Stanley T. Scott & Co. , Inc. — --- — 2312 Eastlake Avenue E. COMPANY A LETTER Aetna Life & Casualty Seattle, WA 98102 COMPANY B LETTER NAME AND ADDRESS OF INSURED COMPANY Robison Construction, Inc . LETTER P. O. Box 5789 COMPANY D Kent, WA 98031 LETTER COMPANY E LETTER This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. Notwithstanding any requirement,term or condition of any contract or other document with respect to which this certificate may be issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions and conditions of such policies. COMPANY POLICY Limits of Liability in Thousan s - — LETTER TYPE OF INSURANCE POLICY NUMBER EXPIRATION DATE EACH AGGREGATE _ OCCURRENCE GENERAL LIABILITY BODILY INJURY E E A E]COMPREHENSIVE FORM 81CO114876CCA 1/l/88 PREMISES--OPERATIONS PROPERTY DAMAGE E 8 ®EXPLOSION AND COLLAPSE HAZARD UNDERGROUND HAZARD ®PRODUCTS/COMPLETED OPERATIONS HAZARD BODILY INJURY AND O CONTRACTUAL INSURANCE PROPERTY DAMAGE $500 S 11000 ❑x BROAD FORM PROPERTY COMBINED DAMAGE 5XI� INDFPENDFNT CONTRACTORS PERSONAL INJURY 1500 PFRSONAI. IN IURY Stop Gap AUTOMOBILE LIABILITY BODILY INJURY E (EACH PERSON) X❑ COMPREHENSIVE FORM BODILY INJURY E OWNED (EACH ACCIDENT) FRI HIRFD 81FJ646520CCA I/l/88 PROPERTY DAMAGE E A BODILY INJURY AND 1750 X❑ NON OWNEDPROPERTY DAMAGE _ EXCESS LIABILITY COMBINED BODfI Y INJURY AND � UMRRFILAFORM 81XS500984WCA 1/l/88 PROPERTY DAMAGE E5 , 000 $ 5 , 000 A ❑ OTHER T HAN UMBRELLA COMBINED FORM WORKERS'COMPENSATION STATUTORY and EMPLOYERS'LIABILITY y (EACH ACf.IDENI) OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES RE: City of Renton, I-405 Storm Drain Crossing (North of NE 44th Street ) It is agreed that the City of Renton is added as Additional Named Insured per form CC5647 as requested from Aetna Life & Casualty Cancellation: Should any of the above described policies be cancelled before the expiration date thereof, the issuing com- pany will 9ffffJQSK% mail 20 days written notice to the below named certificate holder,?43iM=KIXX?Kx NAME AND ADDRESS OF CERTIFICATE HOLDER;& Additional Insured: 8/31/87 DATE ISSUED: City of Renton 200 Mill Avenue South Renton, WA 98055 R.A. Moore 12FD REPRESENTATIVE ACORD 25(1 79) r - 4 4. MASTER LICENSE 1 1889 STATE OF WASHINGTON MASTER LICENSE NUMBER ORGANIZATION TYPE RO—BI—SC—*2-32R7 DOMESTIC PROFIT CORPORATION EXPIRES : 12-31-87 ROBISON CONSTRUCTION , INC. 1621 S CENTRAL PO PDX 5789 KENT WA 98031 By authority of RCW Chapter 19.02 (Chapter 319, Laws of 1977), 1 certify that the above entity is duly registered and is licensed to conduct business in those areas shown below. �- Director,Department of Licensing DOMESTIC PROFIT CORPORATION RENEWED BY AUTHORITY OF SECRETARY OF STATE DEPARTMENT OF LICENSING, BUSINESS LICENSE SERVICES, OLYMPIA, WA 98504 TOLL FREE 800-562-8203 (206) 753-4401 • . CITY OF RENTON PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Richard C. Houghton, Director September 16, 1987 Honorable Barbara Shinpoch, Mayor Council Members Subject: I-405 Storm Drain Crossing North of NE 44th Street Dear Mayor Shinpoch and Council Members: The State is using federal funds for their portion of the construction cost on the I-405 Storm Drain Crossing project. There is a manufacturing problem in meeting specifications for the Arch pipe shown on the plans. Revisions on materials are needed and the Federal Highway Administration requires the project to be readvertized. We therefore recommend that the contract which was awarded to Robison Construction, Inc. not be executed and that said contractor be notified. This project will be readvertised at a later date. Very truly yours, 9�' Richard C. Houghton Public Works Director w\swu\commrpts.cep:jlm 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2569 • • �i CITY OF RENTON .zlR PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering MEMORANDUM DATE: September 4, 1987 TO: FILE: I-405/Gypsy Creek Storm Drain Crossing Construction Correspondence FROM: Charles E. Price, Storm Water Utility Engineer SUBJECT: I-405/Gypsy Creek Storm Drain Crossing Preconstruction Conference Items addressed were as follows: 1. Tim Schlitzer, Police Department Wanted to know that there would be (2) Flag people, one at each end of the construction area for traffic control during lane closure. He was also concerned about debris on the roadway. Mark Robison responded that flagmen will be provided and a power broom will be on site to keep the roads clear. 2. Mark Robison stated that the Project Foreman will be responsible for traffic control. 3. Mark Robison anticipated that work would start middle of next week. 4. Survey Staking: Stake the centerline of 48" casing with an invert staked on the lower (west) end. The west end should have a couple of off-set stakes provided on the north side of the trench. Stakes should be approximately 20 feet off-set (past 12 feet will work). The Contractor wanted the stakes done by Wednesday. Les Hanson, Chief Surveyor, responded that they would start Tuesday. 5. Don Monaghan advised the Contractor to post "No Parking" signs for the truck traffic which parks along the road south of Denny's. The Contractor acknowledged that posting the signs would be a good idea. 6. Dick Nolte (WSDOT) wrote a list of the Pipe and Catchbasin Suppliers for state approval. 7. A copy of the saddle off-set from centerline of catchbasin was given to the Contractor. 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 I-405/Gypsy Creek File September 4, 1987 Page 2 8. Bill Siresind (Tunnel Systems Inc., Subcontractor), said he was going to provide the Auger and jacking information of the casing stamped by an Engineer. Dick Nolte responded by stating that he did not need a copy. 9. The Contractor brought in the contracts and change order. Dick Nolte was concerned with the Arch Pipe size (77" x 52" as opposed to 73" x 55") called out in the change order. I stated that it was to our advantage. Nolte is to check with WSDOT to see if the change makes a difference. The Contractor noted, as a matter of record, his concerns about this change and the possible effects to his costs and/or any delays to the working schedule that could result. Charles E. Price w\c\m\I-405.4 .cep:j1m CITY OF RENTON �iLawrence J. Warren, City Attorney W& Daniel Kellogg - David M. Dean-Mark E. Barber - Zanetta L. Fontes -Theodore R. Parry Assistant City Attorneys September 4, 1987 SEP, S 198T Et';?;"" FIQI!N 00. TO: Charles E. Price, Storm Water Utility Engineer FROM : Lawrence J. Warren, City Attorney RE: I-405 Storm Drain Crossing Contract Approval Dear Charles: I have reviewed the above contract as to legal form. There is no proof of insurance. A certified copy of the corporate resolution is necessary for the President' s signature only on a contract; otherwise the corporate Secretary must also sign. When these items are provided as indicated, the contract is approved as to legal form. R Lawrence J. -Wa ren LJW:nd Encl. cc: Dick Houghton Mayor N8. 11: 09 Post Office Box 626 - 100 S 2nd Street - Renton, Washington 98057 - (206) 255-8678 r .- i 4 ,4 i GENERAL CONTRACTORS&ENGINEERS'�"'�„"` LICENSE#223-01-RO-BI-SC 223-86 UNDERGROUND UTILITY DIVISION CANNS ,IHIC41111"9 ",I• P.O.BOX 5789 KENT,WASHINGTON 98064 (206)852-4254 7- OZ/3 CITY OF RENTON 1-405 CROSSING September 3, 1987 Item No. 3 48" Steel Casing 200 Feet $84.00 per foot $16,800.00 Item No. 4 Jack/Auger 200 Feet $200.00 per foot 40,000.00 ✓ Item No. 9 Rip Rap 37.5 Ton $25.00 per ton 937.50 *Install Bore Pit 2.5 Days In 2 Days Out 2 Days Finish 6.5 Days Total 1-07 $360.00 1-544 C 325.00 / CC 1-Service Truck 60.00 FOG 220.00 2-Operators 406.00 1-Laborer 175.00 1-Foreman 250.00 $1 ,796.00 X 6.5 Working Days $11,674.00 40' Rem/Repl Fence at $8.00 per foot $320.00 8 Plates 1 Month at $200.00 each 1,600.00 Pumps, Miscellaneous Hand Tools 300.00 Mobilization In-Out-In-Out 1 ,772.00 1-Solo Two Days at $62.00 per flour 992.00 1.5 Yard Dump Fee at;360.00,�per yard 90.00 Miscellaneous Costs 1 ,000.00 17,748.00 20 0,'o 3,549.60 21 ,297.60 Bore Pit Foundation 24 Ton at $25.00 $600.00 �Insurance at $14.25 per T Payroll w/10% 798.79 , 2% Casing Increase at $78.00 per foot ?"? T-1 $1 ,741 .99 $23,039.59 $80,777.09 Bond W/10c'o 850.00 TOTAL QUOTE $81,627.09 MEMBER OF UTILITY CONTRACTORS ASSOCIATION "WE DIG AMERICA" 4d5��y� �-�- CITY OF RENTON '� PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering MEMORANDUM DATE: September 2, 1987 TO: Larry Warren, City Attorney FROM: Charles E. Price, Storm Water Utility Engineer SUBJECT I-405 Storm Drain Crossing Contract Approval Please review as to legal form the attached contract for the subject project. We are on a tight schedule and would like to get the Contractor started as soon as possible. An early response would be appreciated. Charles E. Price w\c\m\I-405. 3 .cep:jlm CC: Richard C. Houghton 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 Ci tyof Renton Engineering Department 235-201 PRCCONSTRUCTION CONFERENCE DATE: September 2, 1987 TIME: 9:00 a.m. PLACE: 3rd Floor Conference Room DEVELOPER / CONTRACTOR OR SUBCONTRACTOR / NN•11 OF PROJECT Name: Robison Construction Inc. Phone: 852-4254 Project: I-405 Storm Drain Crossing, North of NE 44th St. Proj. 11: CAG 046-87 NAME OF APPOINTED INSPECTOR Abdoul Gafour Please check departments to be notified and specify person to attend. Design/Uti l ity Enq. x Fire Dept. x Police Dept. x Street Dept. x Traffic Dept. Sewer Maintenance Water Shop Park Dept. Building Dept. Other Outside Depts. Department of Transportation Pacific N.W. Bell Company Puget Sound Power & Light Company Group 14 Cable TV Company Washington Natural Gas Company Other _ - �i - CITY OF RENTON PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering MEMORANDUM DATE: September 2, 1987 TO: FILE: I-405/GYPSY CREEK STORM DRAIN CROSSING Contruction Correspondence FROM: Charles E. Price, Storm Water Utility Engineer SUBJECT: Preconstruction Conference Notification Verbal notification of the preconstruction meeting set for 9:00 a.m. September 2, 1987 was given to the following people: August 28, 1987 Washington Natural Gas: Milt Shannon @ (206) 622-6767, Ext. 232 August 31, 1987 Renton School District: Jim Morris @ (206) 235-2336 METRO: Howard Nelson, @ (206) 684-1693 Cbi�i es E. Price w\c\m\I-405.2.cep:jlm 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 I-405 STORM DRAIN CROSSING, CAG 046-87 Preconstruction Conference Agenda September 2 , 1987 I . ORDER OF WORK A. Progress Schedule B. 48 hour Notification prior to commencing work (1-08 . 4) includes: 1. Public Works: 235-2631 2 . Emergency Services: 911 (from Renton Exchange telephone number) 3 . School District: 235-2336, Jim Morris 4 . METRO: 684-1693 , Howard Nelson 5. Washington Natural Gas: 622-6767 , Ext. 232 Milt Shannon 6. Denny's Restaurant/1-07 . 23 (1) II . UTILITIES A. Contractor to call "One-Call" B. Renton Utility C. Washington Natural Gas D. Pacific Northwest Bell Co. E. Puget Sound Power & Light F. Telepromter Cable T.V. Co. III . SUBCONTRACTORS AND AGENTS A. Request for approval must be submitted along with a Statement of Intent to Pay Prevailing Wage B. Nature of work to be perfomed by each C. Subcontractor's route correspondence via prime contractor D. Prime contractor must have a representative with authority on the job at all times (designated by letter) IV. RECORDS AND REPORTS A. Description of required forms B. All reports must be handled through prime contractor's office C. Request for approval of sources of material should be submitted as soon as possible D. Falsework plans, if required E. Wage rate interviews will be conducted F. EEO and trainee requirements G. D/WBE requirements when the contract contains D/WBE goals I-405 Preconstruction Conference September 2 , 1987 Page 2 V. TRAFFIC CONTROL AND SAFETY A. Uniform Traffic Control Devices Manual will control signing (refer to standard drawings) B. Review and discussion of Traffic Control Plan (TCP) C. Safety control on structures D. Flagman should use standard paddle and vest and must be certified with flagman card E. Speed regulation of construction equipment F. Contractor and Project Engineer designate by name the individual responsible for construction traffic control G. Safety and health requirements H. Request police to report all construction zone accidents to the contracting authority. VI . ENVIRONMENTAL CONSIDERATIONS A. Commitment files B. Standard Specificaiton/Special Provisions C. Contract responsibility to obtain permits VII . DISMISS DISINTERESTED PARTIES (list those leaving) VIII . REOPEN WITH GENERAL CONSTRUCTION DISCUSSION A. Contractor explains how he plans to pursue the work. Shoring and Jacking pit plan prepave by licenced Engineer. B. Review of anticipated construction problems. • I-405 STORM DRAIN CROSSING, CAG 046-87 Preconstruction Conference Agenda September 2, 1987 I. ORDER OF WORK A. Progress Schedule B. 48 hour Notification prior to commencing work (1-08.4) includes: 1. Public Works: 235-2631 2. Emergency Services: 911 (from Renton Exchange telephone number) 3 . School District: 235-2336, Jim Morris 4. METRO: 684-1693 , Howard Nelson 5. Washington Natural Gas: 622-6767, Ext. 232 Milt Shannon 6. Denny's Restaurant/1-07. 23 (1) II. UTILITIES A. Contractor to call "One-Call" B. Renton Utility C. Washington Natural Gas D. Pacific Northwest Bell Co. E. Puget Sound Power & Light F. Telepromter Cable T.V. Co. III. SUBCONTRACTORS AND AGENTS A. Request for approval must be submitted along with a Statement of Intent to Pay Prevailing Wage B. Nature of work to be perfomed by each C. Subcontractor's route correspondence via prime -contractor D. Prime contractor must have a representative with authority on the job at all times (designated by letter) IV. RECORDS AND REPORTS A. Description of required forms B. All reports must be handled through prime contractor's office C. Request for approval of sources of material should be submitted as soon as possible D. Falsework plans, if required E. Wage rate interviews will be conducted F. EEO and trainee requirements G. D/WBE requirements when the contract contains D/WBE goals I-405 Preconstruction Conference September 2 , 1987 Page 2 V. TRAFFIC CONTROL AND SAFETY A. Uniform Traffic Control Devices Manual will control signing (refer to standard drawings) B. Review and discussion of Traffic Control Plan (TCP) C. Safety control on structures D. Flagman should use standard paddle and vest and must be certified with flagman card E. Speed regulation of construction equipment F. Contractor and Project Engineer designate by name the individual responsible for construction traffic control G. Safety and health requirements H. Request police to report all construction zone accidents to the contracting authority. VI. ENVIRONMENTAL CONSIDERATIONS A. Commitment files B. Standard Specificaiton/Special Provisions C. Contract responsibility to obtain permits VII. DISMISS DISINTERESTED PARTIES (list those leaving) VIII. REOPEN WITH GENERAL CONSTRUCTION DISCUSSION A. Contractor explains how he plans to pursue the work. Shoring and Jacking pit plan prepave by licenced Engineer. B. Review of anticipated construction problems. 0 f I i, I �i ti Ln GP a I ii ii l qq i !�57� j 1AAe-ne- - i fj l � n _—._.__ _ �yy .�GZ.N►�5.__.____���f�`r __.--�kS�;.K�..3�_--��!'�u✓.e� G-���G. (�_��- (u.,,��� l I - _W`- ____ Ci(� ►� rk7WTuN JgCk Pg�L c� � i i it II ,i li II I, f ii -------------f . WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES -" 54973 SEE REVERSE FOR INSTRUCTIONS Date September 1, 1987 Cont. No. CAG #046-87 F.A.No. City/County or S.R.No. Section 134TH AVENUE - CITY OF RENTON _ Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Local Suppller Manufacturer's Brand or Pit No. Action 5 12 GAUGE GALVANIZED STEEL TREATMENT FIVE 77" X 52" 1/2 X 2-2/3 CORRGATION CASCADE CULVERT 6525 188TH ST. NE ARLINGTON VIA 98223 Contractor: Submitted by: ROBISON CONSTRUCTION, INC. CASCADE CULVERT INC. I, Project Engineer ,have reviewed all items above for conformance to contract specifications and requirements and( ) recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY • Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld,please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File X Dist.Admin _ Reviewed by Project Engineer will submit control samples of materials Gent File x Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office x Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6ie3 -574- CANARY—Contractor GOLDENROD—Project Engineer DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer, The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT 1/83 Back Side -574- A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES -'' 54973 4 W 73 SEE REVERSE FOR INSTRUCTIONS 'TT V! 111YYY Date L'ej>tembe Cont.No. CAG ##046-87 F.A.No. City/County or S.R.No. Section 134TH AVENUE - C17'" Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Action No. Local Suppller Manufacturer's Brand or Pit No. 5 12 GAUGE GALVANIZED STEEL TREATM NT FIVE 77" X 52" 1/2 X 2-2/3 CORRIMTIOr: CASEADE CULVERT 6265 188TH ST. NE ARLINGTON WA 98223 Contractor: Submitted by: ROBISON CONSTRUCTION INC I, Project Engineer have reviewed all items above for conformancl to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File—_X_ Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350.071 DOT V83Back Side -574- Admbk 0 • WASHINGTON STATE -„ DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 54973, SEE REVERSE FOR INSTRUCTIONS Date ` entember 1, 10-' Cont.No. ,�G #046-87 F.A.No. City/County or S.R.No. Section riJE - "NION Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Local Supplier Manufacturer's Brand or Pit No. Action No. 12 GAUGE GALVANIZED STEEL TREAT?': ..i' FIVE 77" X 52" 1/2 X 2-2/3 CORREkTI<.:I CASEADE CULVERT -365 188TH ST. NE .".RLINGTON WA 98223 Contractor: Submitted by: .OI P7 71 4 C("ISTRUCTION INC.. I, Project Engineer have reviewed all items above for conformanc to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(,/)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-07 t DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer r DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT V838ack Side -574- Adft .11111111T on VFffl WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 5 4 9 7 3 SEE REVERSE FOR INSTRUCTIONS Date Seprem Cont. No. :W #046-87 F.A.No. City/County or S.R.No. Section t3:ir°tr �,.., ,•rT• _ n��•�r :Nftr. - .rm, t ., Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Local Supplier Manufacturer's Brand or Pit No. Action No. 12 GAUGE GALVANIZED STEEL TRBA'i FIVE 77- X 52' 1/2 X 2-2/3 CORRMTI(: . CASBADE CULVERT 6245 188TII ST. NE ARLINGTON WA 98223 Contractor: Submitted by: •:JBISON CONSTRUC" 1414, INC. 1, have reviewed all items above for conformanc Project Engineer to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File 2 Dist.Admin Reviewed by Project Engineer will submit control samples of materials Gent File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer DIAECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. it is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. if FORM 350-071 DOT V83Back Side -574- �i CITY OF RENTON "LL PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering MEMORANDUM DATE: August 31, 1987 TO: Les Phillips, Chief Surveyor Abdoul Gafour, Construction Inspector FROM: Charles E. Price, Storm Water Utility Engineer SUBJECT: I-405/Gypsy Creek Storm Drain Crossing Preconstruction Conference The preconstruction conference for the I-405/Gypsy Creek Storm Drain Crossing is scheduled for Wednesday, September 2 , 1987 at 9 : 00 a.m. in the 3rd Floor Conference Room. I would appreciate your attendance. � b Charles E. Price w\c\m\I-405mtg.cep:jlm 200 Mill Avenue South - Renton, Washington 98055 (206) 235-2631 LICENSED&BONDED LETTER OF TRANSMITTAL GENERAL CONTRACTORS&ENGINEERS P.O.BOX 5789 • KENT,WA 98064 DATE JOB No. 'C""""` (206)852-4254 AAE oNt 31 1987 RCI 135 Mr. Chuck Price 1-405 Crossing TO CITY OF RENTON 200 MILL AVENUE RENTON WA 98055 WE ARE SENDING YOU EX Attached ❑ Under separate cover via the following items: EX Shop drawings ❑ Prints ❑ Plans X Samples ❑ Specifications KI Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 6 07 87 MATERIAL SUBMITTALS PACKET 6 07 87 GENERAL INFORMATION LETTER 6 07 87 CONSTRUCTION SCHEDULE 6 08 28 87 CHANGE ORDER NO. 1 6 08 28 87 1 WASHINGTON STATE CONTRACTORS LICENSE THESE ARE TRANSMITTED as checked below: EX For approval ❑ Approved as submitted ❑ Resubmit copies for approval [X For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Please return two (2) approved copies to our office so that material can be ordered. Thank You, COPY TO Shelley A. Keiilman SIGNED: CARLOS&SONS PRINTING,INC.—852.7891 If enclosures are not as noted,kindly notify us at once. Contr cts Administrator Aft • WASHINGTON STATE -„ DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 54980 SEE REVERSE FOR INSTRUCTIONS Date August 31, 1987 Cont.No. CAG#046-87 F.A.No. City/County or S.R.No. Section CITY OF RENTON 1-405 CROSSING Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Local Supplier Manufacturer's Brand or Pit No. Action No. PIT RUN BACKFILL RIVERA Fz GREEN PIT NO. A486 WASH ST. CRUSHED ROCK i I I Contractor: Submitted by: ROBISON CONSTRUCTION INCGREEN I, Project Engineer ,have reviewed all items above for conformanc to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). j ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matis File X Dist.Admin __ Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer 08E �2, DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT 1/836ack Side -574- A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 5.4 SEE REVERSE FOR INSTRUCTIONS Date Augitat' 31, 14Q7 Cont.No. CACI#046-V F.A.No. City/County or S.R.No. Section CITY CAE R RNTON T-405 CROSSING Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Action No. Local Supplier Manufacturer's Brand or Pit No. PIT RUN BACKFILL RIVERA & GREEN PIT NO. A486 WASH St. CRUSHED ROCK Contractor: Submitted by: I, Project Engineer ,have reviewed all items above for conformanc to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;pleaso submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6!83 -574- CANARY—Contractor GOLDENROD—Project Engineer 1 DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT 1!83BackSide -574- WASHINGTON STATE t•, DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 54980 SEE REVERSE FOR INSTRUCTIONS Date Cont.No. F.A. No. City/County or S.R.No. Section Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL No Local Supplier Manufacturer's Brand or Pit No. Action PIT RUN BACKPILL RIVERA & GREEN PIT NO. A486 WASH St CRUSHED ROCK Contractor: Submitted by: I, Project Engineer have reviewed all items above for conformance to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit'Transportation Department pit number(if known)and legal description. 5. Approval withheld,please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matis File X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/e3 -574- CANARY—Contractor GOLDENROD—Project Engineer • s DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (t) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. DOT FORM 350-07} DO t'83Back Side -574- WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 54980 1f 9 x O SEE REVERSE FOR INSTRUCTIONS "TT a/V Date Cont.No. A(-i#046-S' F.A.No. City/County or S.R.No. Section Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL No. Local Supplier Manufacturer's Brand or Pit No. Action PIT RUN BACKFILL RIVERA &"GREEL PIT NO. A486 WASH St CRUSHED ROCK Contractor: Submitted by: R OBISOr C: UCTIQN, I, Project Engineer have reviewed all items above for conformanc to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5- Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Gent File X Matis Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer CITY OF RENTON PUBLIC WORKS DEPARTMENT Sheet of Change Order 1 CHANGE ORDER Number Date Ordered by Engineer under terms of Section 1-04 of the Contract No. Standard Specifications Change proposed by Contractor To: City of Renton 200 Mill AvP S Endorsed by: Robison Construction, Inc. Renton, WA 98055 ont,acton FiAm Name - /��-� g Zg Sign Route 1 —405 cgna,twce vate Tc,-a6.ywxk%<" State Participation Agmt. GC8157 Title ��.�..oe. .�f Project Title 1 -405 Storm Drain Crossing North of 44th Street Consent given by Surety: (when n.equ.Z.Ied) By: o"ey-in- act Date . . . . . . . . . . . . . . . . . . . DESCRIPTION OF WORK • • • • • • • . . . . . . . . . . You are ordered to perform the following described work upon receipt of an approved copy of this change order: 1 . The Federal Requirements (pink sheets) shall be included in the contract at no additional cost to the contract. 2. The pipe arch in the contract plans shall be at no add i t i on I cost to the contract. 77 ".r .sz ' A-04. 0,7 7-A 3" // ar Z Z13 /2 G, 3. A special factory sleeve shall be installed in the arch pipe where located on the plans and shop drawings provided by the City. The sleeve shall be installed at a total lump sum price of $650.00 increase to the contract. The sleeve will provide clearance for the existing gas main. All work, materials and measurement to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $ 118,420.00 $ 118,420.00 $ 650.00 $ 119,070.00 AGENCY USE AGENCY USE APPROVAL RECOMMENDED APPROVED: noiect nguieeA vaa,te c o cnectvL APPROVAL RECOMMENDED APPROVED DISTRICT STATE-AID ENGINEER By: Date: 9/85 CITY OF RENTON PUBLIC WORKS DEPARTMENT Sheet o£ Change CHANGE ORDER Order 1 Date Number aOrdered by Engineer under terms of Section 1-04 of the Contract No. Standard Specifications Change proposed by Contractor To: City of Renton 200 Mill Av S_ Endorsed by: Robison Construction, Inc. Renton WA 98055 ontnaacton .wn Name Sign Route 1-405 c.gnatuAe Vate ;FmxoT<xmm State Participation Agmt. GC8157 Title Project Title 1-405 Storm Drain Crossing North of 44th Street Conaennt given by Surety: (when tegw:Aed) By: onney--cn-6act Date . . . . . . . . . . . . . . . . . . . . . DESCRIPTION OF WORK • . • • • • • • • • . . . . . . . . . . You are ordered to perform the following described work upon receipt of an approved copy of this change order: 1 . The Federal Requirements (pink sheets) shall be included in the contract at no additional cost to the contract. 2. The pipe arch in the contract plans shall be at no additional cost to the contract. 77 ".r sz Aee- sr. W z Z13 /,2 G, 3. A special factory sleeve shall be installed in the arch pipe where located on the plans and shop drawings provided by the City. The sleeve shall be installed at a total lump sum price of $650.00 increase to the contract. The sleeve will provide clearance for the existing gas main. All work, materials and measurement to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $ 118,420.00 $ 118,420.00 $ 650.00 $ 119,070.00 AGENCY USE AGENCY USE APPROVAL RECOMENDED APPROVED: no j ec,t EngineeA mate c WoAk.6 7,Hecto)L Vate APPROVAL RECOMMENDED APPROVED DISTRICT STATE-AID ENGINEER By: Date: 9/85 � Washington State Duane Berents n Sr' VI/ Department of Transportation Secretary of Transportation District 1 15325 S.E.30th Place Bellevue,Washington 98007 August 26, 1987 ���� RECEIVED �? PUBLIC `wVORKS DEPT. Ct 1)' OF RENTON Richard Houghton Director of Public Works 200 Mill Avenue South Renton, WA 98055 City of Renton C.S. 1744 SR-405 Gypsy Creek - Drainage Agreement GC-8157 FA-I-405-3 (704) NS-1155 Dear Mr. Houghton: As we discussed by phone on August 25th, the City of Renton has authority to award this project to the low bidder, Robertson Construction, Inc. , on August 26, 1987. We secured authorization from the FHWA to award this project on August 25, 1967. This authority to award is subject to the following conditions: 1. The contractor sign a change order to include the Federal Requirements (pink sheets) at no additional contract cost. The contractor sign a charge order to alter the pipe arch in the contract plans to a 73" x 55" 12 gage - treatment 5 pipe at no additional cost to the contract. 3. The contractor sign a char e order for the special factory sleeve at a unit price of ?650.00 increase to the contract. The sleeve will provide clearance for the existing gas main. Nr. Chuck Price of your staff has been informed of these requirements. The change order should be completed after award and prior to start of work. The FHWA agreed to the project award due to the emergency nature of the project and the necessity to relieve the flooding that may be experienced this winter. All additional change orders should be approved by this office prior to starting on the additional work. Mr. Dick Nolte, of our staff will assist the City as required and will make inspections to comply with our Federal requirements. fir. Nolte's telephone number is 562-4149. Richard Houghton August 26, 1987 Page 2 Please secure written authorization to start work on this project after the pre-construction conference is held. Please contract Bailey Atkins, at phone number 562-4152 should there be further questions. Sincerely, lliar,� Daring, P.F. District State Aid Engineer Tay+:tv 14/30 cc: Pat O'Neil - FHWA H. Peters M.S. #6 D. Nolte IM.S. #20 CITY OF RENTON "LL PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Richard C. Houghton, Director August 26, 1987 Robison Construction, Inc. P. 0. Box 5789 Kent, WA 98064-5789 ATTENTION: Mark Robison, President SUBJECT: 1-405 Storm Drain Crossing, Execution of Contract Gentlemen: In order for us to properly process the contract for the project, we will need the following documents: 1 . A list with the name, address, telephone number and emergency telephone number for: Responsible officer, job foreman, and bonding agent. 2. Three (3) copies of the Contractor' s and Subcontractor's Certificate of Insurance. 3. A list of the Prime contractors and subcontractors along with an Intent to Pay Prevailing Wages form which will be posted on site per W.S.D.O.T. standards. 4. A list of the suppliers and the completed "Request for Approval of Material Sources" form. 5. A photo copy of your current State contractor's license. 6. A photo copy of your current Renton business license. We appreciate your cooperation in expediting the execution of the contract and starting construction. Very truly yours, Richard C. Houghton Public Works Director CP:pmp Attachment 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2569 CkutkPf � Washington State Duane Berentson TWO Department of Transportation Secretary of Transportation District 1 15325 S.E.30th Place Bellevue,Washington 98007 August 26, 1987 FlEMVED PUBLIC IIIJO IICI s DEPT. CITY 13 = i10`4TON Richard Houghton Director of Public Works 200 Mill Avenue South Renton, WA 98055 City of Renton C.S. 1744 SR-405 Gypsy Creek - Drainage Agreement GC-8157 FA-I-405-3 (704) MIS-1155 Dear Mr. Houghton: As we discussed by phone on August 25th, the City of Renton has authority to award this project to the low bidder, Robertson Construction, Inc. , on August 26, 1987. We secured authorization from the FHWA to award this project on August 25, 1987. This authority to award is subject to the following conditions: 1. The contractor sign a change order to include the Federal Requirements (pink sheets) at no additional contract cost. 2. The contractor sign a charge order to alter the pipe arch in the contract plans to a 73" x 55" 12 gage - treatment 5 pipe at no additional cost to the contract. 3. The contractor sign a char order for the special factory sleeve at a unit price of ?650.00 increase to the contract. The sleeve will provide clearance for the existing gas main. Tir. Chuck Price of your staff has been informed of these requirements. The change order should be completed after award and prior to start of work. The FHWA agreed to the project award due to 'the emergency nature of the project and the necessity to relieve the flooding that may be experienced this winter. All additional change orders should be approved by this office prior ,* to starting on the additional work. Mr. Dick Nolte, of our staff will assist the City as required and will make inspections to comply with our Federal requirements. Mr. Nolte's telephone number is 562-4149. Richard Houghton August 26, 1987 Page 2 Please secure written authorization to start work on this project after the pre-construction conference is held. Please contract Bailey Atkins, at phone number 562-4152 should there be further questions. Sincerely, p� 1eiar/A. Garing, P.E. District State Aid Engineer TBA:ty 14/30 cc: Pat O'Neil - FHWA H. Peters M.S. #6 D. Nolte IIi.S. #20 40 CITY OF RENTON BULL PUBLIC WORKS DEPARTMENT Barbara Y. Shinpoch, Mayor Design/Utility Engineering August 4, 1987 Washington State Department of Transportation Highway District Office 6431 Corson S, Room 207 Seattle, WA 98108 Attn: Baily Atkins Re: I-405 Gypsy Creek Culvert Crossing No. GC 8157 Recommendation for Arch Pipe Revision Dear Baily: Enclosed are quotes from the contractor outlining the additional costs for the alternatives listed in the July 24, 1987 Intra-Departmental Communication from Mr. Winter. The first alternative amounts to $650.00 and the second alternative amounts to $16,842.00. I recommend that we go with the first alternative. The cost difference is considerable and the larger pipe with Treatment No. 2 will not give us any benefit. I have enclosed three (3) sets of the revised plans reflecting the recommended alternative. Please respond as soon as approval is given so that we may award the contract. Very truly yours, Charles E. Price, P.E. Storm Water Utility Engineer 2J2.01.08.cp:jlm 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 AGTORS&ENGINEERS ';E:72=3-01-RO-BI-SC 22C-35 UTILITY DIVISIC,') P.O.BOX 5769 'E:-IT,ViASHINGTON 98054 (206)852-425 4 July 28, 1987 ►tL6, L I 4V r6 U AN 5 19ST City of Renton ENGINEERING DEff. Engineering Division CITY OF RENTON 200 Mill Avenue Renton Wa 98055 Attention Mr. Charles Price, Project Engineer RE: 1-405 Drain Crossing Gentlemen: We are pleased to quote the following as requested on the above referenced project: A. Add one (1) each sleeve, factory installed for existing utility conflict at $650.00 Each. B. Substitute 87" X 6311 CMP TR2 with sleeve for existing utilities. 1. Add $59.00 per foot to Item 5 2. Add $1,800.00 Lump Sum to Item 12 3. Add $1,000.00 Lump Sum to Item 1 If you should have any questions, please feel free to contact us at your con- venience. Constructioneering the Northwest, �C'., tzll Andrew C. Albrecht, Estimating Robison Construction, Inc. Underground Utility Division ACA/saf cc Mark Robison, Prcsidont Jerry Taylor, VP ILITY CONTRACTORS ASSOCIATION '.VE DIG AMERICA" rp-M U- GENERAL CONTRACTORS&ENGINEERS LICENSE#223-01-RO-BI-SC 223-136 /�11`�,1,1�111�/1,111`� "'�• UNDERGROUND UTI P!TY DIVISION O.BOX 5789 KENT,WASHINGTON 98064 (206)852-4254 July 28, 1987 City of Renton Engineering Division 200 Mill Avenue Renton Wa 98055 Attention Mr. Charles Price, Project Engineer RE: I-405 Drain Crossing Gentlemen: We are pleased to quote the following as requested on the above referenced project: A. Add one (1) each sleeve, factory installed for existing utility conflict at $650.00 Each. B. Substitute 87" X 63" CMP TR2 with sleeve for existing utilities. 1. Add $59.00 per foot to Item 5 2. Add $1,800.00 Lump Sum to Item 12 3. Add $1,000.00 Lump Sum to Item 1 If you should have any questions, please feel free to contact us at your con- venience. Constructioneering the Northwest, Andrew C. Albrecht, Estimating Robison Construction, Inc. Underground Utility Division ACA/saf cc Mark Robison, President Jerry Taylor, VP E EIVED MEMBER OF UTILITY CONTRACTORS ASSOCIATION J U L 3 0 1987 "WE DIG AMERICA'' t PHONE CALL A.M. FOR DATE J IME��P.M. M OF TE EPHONED S RETURNED PHONE YOUR CALL AREA CODE NUMBER E>&ENSION MESSAGE PLEASE CALL WILL CALL AGAIN CAME TO SEE YOU WANTS TO SEE YOU Sill VEO TOPS FORM 40 3 -2-Y -�1 ,2U'w h 3� To Date Time WHILE YOU WERE OUT of Phone TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH i RETURNED YOUR CALL Message Operator 1 f� To Date Time WHILE YOU WERE OUT of Phone TELEPHONED PLEASE CALL CALLED TO SEE YOU WILL CALL AGAIN WANTS TO SEE YOU RUSH RETURNED YOUR CALL Message Operator W w� Js 51� �y i !i ii ii l; _ I e, s �_ Au ---��— ------- /des��' i VII C, 4�1 -------P-WA7. II Ij !I i! ii EI _..__-----_._._.._---_. li ii li 14 i! li fl f♦ fj fj Ij li iI II fi li I �% CITY OF R,ENTON PUBLIC WORKS DEPARTMENT Barbara Y. Shin och Mayor P Y Dcsign/Utility Enginccring SUBJECT: Construction Contract CAGik Project Name: Prime Contractor: Origional Date : Signed Rev : Date : By : Rev: Date : By: Rev: Date: By : Rev: Date : By: Rev : Date : By: Date Received Date Received Prime Contractor & Subcontractors Intent to Pay Affidavit of Prevailing Wages Wages Payed 5F. 00 . PREVAIL/DRT : MB REV . 7/20/87 �i CITY OF RENTON ..4�� RFINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Gene Pape Pape & Sons Construction, Inc. 9512 State Highway 16, NW Gig Harbor, WA 98335 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Pape: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON .0004�v� Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 CITY OF RENTON rR FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Richard Grant Grant Construction 12901 172nd SE Renton, WA 98056 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Grant: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 �: CITY OF RENTON "� FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Richard Scheumann Constructors Pacific Company 3600 Fremont Avenue North Seattle, WA 98103 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Scheumann: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Ci� ,�s0 L� Mari J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 110 CITY OF RENTON M UNIL FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Frank Coluccio Construction Company 9600 Martin Luther King Way South Seattle, WA 98118 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Coluccio: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Ma ' yn J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 40 CITY OF RENTON RFINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Kathaleen A. Clark KAC Construction, Inc. 7121 Sexton Road Snohomish, WA 98290 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Ms. Clark: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON n Ma n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 C'rR CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Richard L. Alia R.-L. Alia Company 9215 M. L. King Way S. Seattle, WA 98118 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Alia: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Mar n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 C0 Y CITY OF RENTON =71;; FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Wendy Ward Allied Construction 725 141st Place NE Bellevue, WA 98007 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Ms. Ward: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON 2 Mari J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 1► R CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Mr. M. W. Robison Robison Construction, Inc. P.O. Box 5789 Kent, WA 98064 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Robison: At its regular meeting of July 6, 1987, the Renton City Council accepted your overall low bid for the above-referenced project in the amount of $118,420.00. To enable preparation of the contract documents, please submit an undated performance bond, insurance certificate, and proof of City and State licenses to Project Engineer Chuck Price, Engineering Division of the Public Works Department (235-2631). If you require further assistance in this matter, please feel free to contact the Project Engineer. Sincerely, CITY OF RENTON Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer Chuck Price 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 �i CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Gene Pape Pape & Sons Construction, Inc. 9512 State Highway 16, NW Gig Harbor, WA 98335 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Pape: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON .000f�v Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 �i CITY OF RENTON "LL R FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Richard Grant Grant Construction 12901 172nd SE Renton, WA 98056 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Grant: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON �� Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washintr on 98055 - (206) 235-2501 �i ti CITY OF RENTON i FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Richard Scheumann Constructors Pacific Company 3600 Fremont Avenue North Seattle, WA 98103 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Scheumann: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Mari J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 4110 CITY OF RENTON !uzRFINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Frank Coluccio Construction Company 9600 Martin Luther King Way South Seattle, WA 98118 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Coluccio: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Ma ' n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 i • �i CITY OF RENTON FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Kathaleen A. Clark KAC Construction, Inc. 7121 Sexton Road Snohomish, WA 98290 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Ms. Clark. At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON W �-Yri. Ma�lyn J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 10 CITY OF RENTON = FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Richard L. Alia R.-L. Alia Company 9215 M. L. King Way S. Seattle, WA 98118 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Mr. Alia: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON Mar n J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 40 CITY OF RENTON "a FINANCE DEPARTMENT Barbara Y. Shinpoch, Mayor Maxine E. Motor, City Clerk July 10, 1987 Wendy Ward Allied Construction 725 141st Place NE Bellevue, WA 98007 Re: Bid Award - I-405 Storm Drain Crossing (North of NE 44th Street) Dear Ms. Ward: At its regular meeting of July 6, 1987, the Renton City Council accepted the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 for the above- referenced project. Thank you for your interest and your bid. Sincerely, CITY OF RENTON 0-P-- Mari J. Petersen Deputy City Clerk cc: Project Engineer 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2501 A • • WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 54959 SEE REVERSE FOR INSTRUCTIONS Date JULY 8, 1987 Cont.No. I-405 F.A.No. City/County or S.R.No. RENTON Section I-405 STORM CROSSING / CITY OF RENTON Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL No. Local Supplier Manufacturer's Brand or Pit No. Action 3 48" X .462" STEEL CASING NATIONAL PIPE & PILING API 5L X 65 234,56 LBS PER FOOT DSAW CARBON BRUCE CAMBELL STEEL PIPE (200251-8000 EXCEEDS A53/A252 1IN YEILD 65,000 PSI Contractor: Submitted by: ROBISON CONSTRUCTION, INC. TUNNEL SYSTEMS, INC. I, Project Engineer have reviewed all items above for conformanc to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY ' Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File___X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Seattle Insp Office X Materials Engineer Date By DOT FORM 350-071 DISTRIBUTION: WHITE—Headqusrter's Materials Lab PINK—District Administrator REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer e2DO+ 2 DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single* source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT t!83Back Side -574- • • AtMbk WASHINGTON STATE - 'I/ DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES " 54959 SEE REVERSE FOR INSTRUCTIONS Date JULY 8, 198 Cont.No. 1-4 F.A.No. City/County or S.R.No. R F.NT0TJ Section 1-405 STOR' C-R OSSTNO, -1 CITY nF R RNTON Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Action No. Local Supplier Manufacturer's Brand or Pit No. 3 48" X .462" STEEL CASING NATIONAL PIPE & PIEI G API 5L X 65 234.56 LBS PER FOOT DSAW CARBON BRUCE CAMBELT. STEEL ERPE (206)251-8000 EXCEEDS A53/A252 MIN YEILD 65,000 PSI Contractor: Submitted by: ROBISON CONSTRUCTION INC. '"`'NNEL `Y"'"" INC I have reviewed all items above for conformanc Project Engineer to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Matls File X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Materials Engineer Seattle Insp Office X Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6ie3 -574- CANARY—Contractor GOLDENROD—Project Engineer DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT V836ack Side -574- WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES SEE REVERSE FOR INSTRUCTIONS Date Cont. No. F.A. No. City/County or S.R.No. Section -405 S1 Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL No. Local Supplier Manufacturer's Brand or Pit No. Action 48" X .462" STEEL CASING NATIONAL PIPE Cz PIP a API 5L X 65 234.56 LBS PER FOOT DSAW CARBON BRUCE CAMBEL.' STEEL ERPE (200251-8000 EXCEEDS A53/A252 MIN YEILD 65,000 PSI Contractor: Submitted by: +JN CONSTRUCTI` TUNNEL I, Project Engineer have reviewed all items above for conformance to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). 8. 9. Malls File X Dist.Admin Reviewed by Project Engineer will submit control samples of materials Genl File X Matls Engr Phone No. as covered in Construction Manual,Chapter 9. Proj Engr Seattle Insp Office X Materials Engineer Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6/83 -574- CANARY—Contractor GOLDENROD—Project Engineer DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-071 DOT t!83Back Side -574- A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION REQUEST FOR APPROVAL OF MATERIAL SOURCES 54959 SEE REVERSE FOR INSTRUCTIONS Date Cont.No. F.A.No. City/County or S.R.No. Section id Bid SOURCES OF SUPPLY Approval Item DESCRIPTION OF MATERIAL Action No. Local Supplier Manufacturer's Brand or Pit No. 48" X .462" STEEL CASING NATIONAL PIPE dz PIPING 234.56 LBS PER FOOT DSAW CARB014 BRUCE CAMBELL STEEL BRPE (206)251-8000 EXCEEDS A53/A252 MIN YEILD 65,000 PSI Contractor: Submitted by: ()BISON CONSTRU(­f'!' = INC I, Project Engineer have reviewed all items above for conformanc to contract specifications and requirements and( )recommend approval as these items conform thereto( )do not concur(Attach comments). ANY ITEMS FOR WHICH APPROVAL IS BEING SOUGHT AS EQUIVALENT TO A SPECIFIED MATERIAL OR PRODUCT HAVE BEEN CIRCLED. ITEMS FULFILLING A SPECIFICATION OTHER THAN THE APPLICABLE STANDARD SPECIFICATIONS AS AMENDED HAVE BEEN UNDERLINED. DEPARTMENT OF TRANSPORTATION MATERIALS LABORATORY USE ONLY Sources of supply for all items checked(✓)in approval column are approved for use on the above improvement provided the materials delivered comply with all specifications. Action on items indicated by number in the approval column is identified per the following code: 1. Source Approved.Approval for Change of Source must be secured from the Headquarters Materials Engineer per Chapter 3-1.7 of the Construction Manual. 2. Approval withheld;submit samples for preliminary evaluation. 3. Approval withheld;submit brand name,name of manufacturer,or treating plant. 4. Approval withheld;suibmit Transportation Department pit number(if known)and legal description. 5. Approval withheld;please submit catalog cuts and/or shop drawings. 6. Approval withheld; 7. Source Approved: Acceptance of Materials for project use is to be conditional upon certification of either 100 percent American manufacture or identification of foreign manufacture and materials cost within the permissible limits for the project (See Special Provisions). a. 9. Malls File _ Dist.Admin _ Reviewed by Project Engineer will submit control samples of materials Gent File X Matta Engr _.__ Phone No. _ as covered in Construction Manual,Chapter 9. Proj Engr Seattle Insp Office X Materials Engineer Date By FORM 350-071 DISTRIBUTION: WHITE—Headquarter's Materials Lab PINK—District Administrator DOT REVISED 6i83 -574- CANARY—Contractor GOLDENROD—Project Engineer f DIRECTIONS FOR USE Request for Approval of Source of Supply of Materials shall be prepared by the Contractor and forwarded to the Project Engineer promptly after award of the contract. The Contractor shall provide all information required on the form to identify the project and describe his intended sources of supply, sign the form, and submit ALL copies to the Project Engineer. The Project Engineer shall review all items for conformance to the contract requirements; he shall then sign the approval making appropriate notations, and forward: (1) the White copy to the Headquarters Materials Laboratory, (2) the Pink copy to the District, (3) the Canary copy to the Contractor and (4) retain the Goldenrod Copy, Copies 2, 3, and 4 are information copies only. Notification of approval or rejection by the Materials Engineer will be forwarded to the Project Engineer by copy of this completed form. The Project Engineer will inform the Contractor of the approval action on the proposed sources. Approval of source of supply does NOT constitute acceptance of materials for incorporation into the work. The engineer will conduct such tests as he deems necessary on representative samples of each material before approving such material for incorporation into the work. See Section 1-06 of the Standard Specifications. In general, the Contractor must request approval of source of supply for ALL materials required on the work except where he intends to use sources provided in the Special Provision for the project. Identify items by Bid Numbers when applicable. It is not necessary that a separate approval request be made for each different type or size of the same material or product where bid items for several different type or sizes are included in the contract; for example, request for approval of source of culvert pipe should be combined in a single source request unless more than one supplier will be furnishing the pipe. Request for approval of ready-mix concrete must include the brand of cement and identification of the aggregate source. If the Contractor desires to use a source other than that provided in the Special Provisions, the request for approval of the alternate source must be accompanied by a letter from the Contractor requesting the change in source. The letter should be addressed to the Project Engineer and forwarded with the District's recommendations to the Headquarters Materials Engineer. FORM 350-07 t DOT V 83 Back Side -574- CITY OF RENTON I-405 STORM CROSSING CONSTRUCTION SCHEDULE BY (!W DATE -7 7 & APPROVED 100 90 80 z 0 R H 70 w a a 0 60 w 0 w 50 H z 40 w U a 30 • 20 10 , 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 NUMBER OF WORKING DAYS CITY OF RENTON I-405 STORM CROSSING CONSTRUCTION SCHEDULE BY DATE '7 APPROVED - 100 90 80 z 0 H 70 W a a 0 60 w 0 W 50 H z 40 u pi a 30 20 �G 10 , 0 0 1 2 3 4 5 6 7 8 9. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 NUMBER OF WORKING DAYS CITY OF RENTON I-405 STORM CROSSING CONSTRUCTION SCHEDULE BY c,� DATE -7 -7 _ APPROVED a 100 90 e 7 i 80 z 0 70 w U O 60 U O �. w 50 h �7 z 40 w U a: 30 20 � 0 10 , 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 NUMBER OF WORKING DAYS 0 0 9 S&ENGINEERS RGENERALENSE N223-01R OBISONLICENSE 223-136 TY DIVISION /A""/I'MIC 114I`p "'�• UNDERGROUND UTI F O.BOX 5789 KENT,WASH INGTON 98064 (206)852-4254 July 6, 1987 City of Renton 200 Mill Avenue Renton Wa 98055 Attention Mr. Chuck Price, P.E. RE: 1-405 Storm Drain Crossing Gentlemen: Please review the following information regarding the above referenced project: I Robison Construction, Inc. 852-4254 Office Manager: Zorka Tubbs Contracts Administrator: Shelley Keilman Project Manager: Jerry Taylor Project Foreman: Mark Heintz (evenings at 852-4975) Project Superintendent: Don Beck (evenings at 862-054,9) II Tunnel Contractor: Tunnel Systems, Inc. Attention William Sivesind 488-4880 III Aggregates: Rivera & Green Renton Pit Attention Don Green 271-1041 IV Concrete: Stoneway Concrete 762-2566 V Asphalt: M. A. Segale, Inc. Attention Jerry Luckenbach 575-0150 VI Pipe: Cascade Culvert Company Attention Leslie Koontz 435-2181 Submittals, Project Schedule enclosed. If you should have any questions, please feel free to contact us at your convenience. We are requesting six sets of plans and specifications and a copy of the WSDOT Right-of-Way Permit. Constructioneering the Northwest, Shelley A. Keilman, Contracts Admin. Robison Construction, Inc. Underground Utility Division cc Mark Robison Mark Heintz MEMBER OF UTILITY CONTRACTORS ASSOCIATION "WE DIG AMERICA" GENERAL CONTRACTORS&ENGINEERS LICENSE#223-01-RO-BI-SC 223-136 'A1",,1,IMC4,1,111`� MAL UNDERGROUND UTILITY DIVISION P.O.BOX 5789 KENT,WASHINGTON 98064 (206)852-4254 July 6, 1987 City of Renton 200 Mill Avenue Renton Wa 98055 Attention Mr. Chuck Price, P.E. RE: I-405 Storm Drain Crossing Gentlemen: Please review the following information regarding the above referenced project: I Robison Construction, Inc. 852-4254 Office Manager: Zorka Tubbs Contracts Administrator: Shelley Keilman Project Manager: Jerry Taylor Project Foreman: Mark Heintz (evenings at 852-4975) Project Superintendent: Don Beck (evenings at 862-0549) II Tunnel Contractor: Tunnel Systems, Inc. Attention William Sivesind 488-4880 III Aggregates: Rivera & Green Renton Pit Attention Don Green 271-1041 IV Concrete: Stoneway Concrete 762-2566 V Asphalt: M. A. Segale, Inc. Attention Jerry Luckenbach 575-0150 VI Pipe: Cascade Culvert Company Attention Leslie Koontz 435-2181 Submittals, Project Schedule enclosed. If you should have any questions, please feel free to contact us at your convenience. We are requesting six sets of plans and specifications and a copy of the WSDOT Right-of-Way Permit. Constructioneering the Northwest, ? 9 0 _ /'� She A. K`eilman, Contracts Admin. Robison Construction, Inc. Underground Utility Division cc Mark Robison Mark Heintz MEMBER OF UTILITY CONTRACTORS ASSOCIATION "WE DIG AMERICA'' STONEWAY • RENTON • TUKWILA CONCRETE ACCOUNTING:9125 10TH AVENUE SOUTH • SEATTLE,WA 98108 • (206)762-2566 SALES: 1915 MAPLE VALLEY HIGHWAY • RENTON,WA 98055 • (206)226-1001 Contractor: RoP/SOet/ �a.t5't�UC?zOeV Date: Toq 3, /767 Specified Strength: 4OOC) Os/ KEN TA cu • 90064 e 28 LAys Mix Number: 6S-/7 Project: Shl7i�?/eSMTL:y 4©S- C&AISS 09Y ConJCe-1-97$ SToKM CkCaSSI"G. C/7�/ of RGkJ rnA V Gentlemen: STONEWAY CONCRETE, INC. proposes the following concrete mix proportions for the above mentioned job per plans and specifications: MATERIAL SSD WT. Water _ Z¢S L85 Cement TIiPE Cement __�/p _ W/C Ratio p,¢O -- Slump 3-4- C.A. ( lg ) `_— /87S % Air S ± /� C.A. ( ) --` -- T Max. Aggr. j8 F.A. STArLF 3!S I Unit Wt. 644v o Air 141c.Ro W.R.A. - - -- ---- Very truly yours, STONEWAY CONCRETE STO N EWAY IN, Date: January 14 , 1986 Iu/X fUf4l It' �'. i . Ross Brothers Construction 3501 Brooklake Road No. Salem, OR. Compression Tests SPECIMENS MARKED: Lab Lab Lab Trial Batch Trial Batch Trial Batch Yard No. ' 2A 2B 2C Tap No. (CL.B) (CL.A) (CL.AX) 581.1 6515 6517 Mix No. mix 7/8 5-3/4sk . 6-1/2sk. 6-1/2sk. Max. Aggregate 1 1 Admixture Mico-Air Micro-Air Micro-Air 4" 4" 4" S I ump • Made 8y V.R.R.. V:R.R. V.R.R. 221 222 223 Lab. No. Date Cast 12-2-85 12-2-85 12-2-85 Dale Received 12-3-85 12-3-85 12-3-85 7 28 7 28 7 28 Age 12-9 12-3 12-9• 12-30 12-9 12=3.0 Date Teased Nominal Dimensions 6 X .12 4620. 5360 5480 3140 4550 3520 5270 3610 5630 Ult. Strength Lbs. SQ. In. 4460 ' 5530 E3 STONEWAY - p, O. •O% 509 • REN70N, WASHING7111' FORM 120 REV. 4/72 _.. �. S T O N E W AY • •-- ,• 1.. U,,. ..may /,f_I.�UN. w�>r1�N..7JN :.1•u`.•.. fl `� IN ' ' • I I 1' .. 1 .._. ' .. I 1 CneuST. 1 •. ~I j 3501 BRoOKLAKS GAD lJo. 'raj,,;'1'.::: --"— al:�t;..�:._.:..H. ;j...:: ,: :1:. ��::_. �i « ;�• :I: 'y'.. .• Wes/ .. .-_ .�.�•' ..�. .» .. ry...:�: ..•_ 1 - - 11� _3000 _ --.T ; - : : . T_ C2 :30 f-72-j 3IX . -0-7, 1 `. :�, :... 1 'i...�•'i._ Pam.. �• (('.3::1•: :'!, ",; .1. :•: .\� ��-� •���r• :�.: :I( �•�!' '�tg7Lt1 +Ule lily 07:1 AL Ifs='{yt: � .'I::' •:: ;i' ::: ::.�.: _-_L_ ., .,. ,i. I ' 28 14 AGE pq (Cog scale) ,� ''"'i �'•:�. ','••�I, 'f•1': •/1 ' :11 A I ,1. •*-• •I'U.11.•11 ..•'fl•.11 !. . 11 �1tH1, U .IN tl�a 4AILS IF/Afr A SI-I QRG'VE CEMEKT 3801 EAST MARGINAL WAY. SOUTH SEATTLE, WA 98134 FLA!:T OFFICE (206) 6:3-'5596 January 14, 1987 Stoneway Concrete Co. Attention: Vaughn Randall P.O. Box 509 Renton, WA 98055 RE: Ready Mix Plant Certification This is to certify that the cement shipped from Ash Grove Cement West, Inc. , Seattle Cement Plant, will meet the following speci- fications for the type of portland cement requested at the time of shipment: AST14 C-150-85 AASHTO M-85-84 Federal Specifications SS-C-1960/3b-1979 Very truly yours, Nathan A. Fernow Chief Chemist NAF: lmb 4 � wl■ .. �ttwiwaawl■rtl/t��Iw■aww■iw�wwwt■■awlw■w�tw■wl�t■■a _ _ _ w�w�wwwll�lww�w�w�wwww■w■�i■■/ w�wwww�U�iww� �wwwwlwww■wl■�I■■/ �wwwww�i►!/ww���wwwwwww■w■�1■■a �wlwwa■ww■■ifww�w����wwwl■w■�1■■a •t i • w w■ww�wl��!.lwwwwwl�w�wwww�w��I■■/ tw�wwwwiw�ll�ww�w�w�wwww�w■�I■■/ ,- :• •• wr•wwww�wll■�w�w�w�wwww■w■�i■�/�� _ wl�wwwww■�'aff)•wlwww���wlwwwl■w■�1■tea ' w�wwww�witiwwlw�_wwwwiwlw_wl■wl■�I■■■ t ` ` wlw■wwwwliw■wlltlw�=-wwwiw■www����l��� w�ww1■wlw■wta>,�■■ wwww�wwwl�Mw—_�w�wwww�w■�I■�/ • i • www wiwwwa�■/w wl�wwwwwww■■w■fit■�/ SIEVE ANALYSIS ' w�wwwalw�wY■iw__w_�_wwwwlwlwiwlilwl��_I■�■ wwwwwl■ww■ USE wl•wwwm�mmu. �w�w�wwww�w■�1■�/ w11•w www�wlwillww�wl w�wwwlwwwwl■wl■�i■■/ .• wwlwwwwlw■wlw�ll�www�w���ww■w��l■■/ ww■wwwwl�wiw�/�w�wl�w�awwwlwl■wl■�I■■a wlw■wwmml mw liku 1■■/ tiww■wwwwlw■wlw7►/��w�w�wwww■wl•�1■1•/ ■- w_�_w_www_w1w_w��lw�w_�_ww�awwl�_�_a,�_��_i■�i • w�wwwwwlw��w•w�w�wwww�wl��l■�� wlww www�wwll���w�wwwwwiwwl■wl■�1■tea ww•wwww�wwN�t�w�w�wwww■w■�1■�/ w�wwww��w_li��_w�w�wwww■w��l■�/ -■ • �__�ww�w�■��w�w�w�ww■�■�io■/ wwwwl�wwl■wl■�1■wi wl���wlw■wlw■■liww�www�ww/w■w■�1■�/ wiw■ww�wl�wlw■r���wl�wwwl�www■w■�1■�/ wlw■wi�www■wlw�1����w1��wwlwwww■w1��i■�i • �■w�wal�twwiwa�at��l■twlwtwwwtwtw�wtiw■1■w■tw•wt■�i ttwttttww�ww�ttwtwnrl��w�wwiwwtwwllw■tw■wwn■w� wlw■wwww�wiw■!1•►�lwl�wwww�wl�■w■fit■wi wl�ww�wlw■wlw■�7•►�1��w�wwww■w■�1■w■ wlw■w�wwlw■ww■w��� �wwwwl�wwl■wl■fit■wi ' w■�iw�ww■�w■t��1��1•�w�wl�wwl�wl■�I■wi wlw■ww�ww■wlw■w/�� ��wwiwwww■w■■�I■wi wlwwwwwl�wlw�ltt��wwwiw��w■w■��1■wi wlw■wwww�wlw■wlw��\���www�w/■■■w■�1■w! wwlwl■■awfww!■Itw1■i�tlwlw ww��wtwiww,�ww1■I■■■i■wwt■wi ' tw■www■tttwl�aiw�Iw1■ia■/►�►�/��■Iw�ww■wtttw■wi■wwwl■■ii wtwwm=tta, t!■Iww����tw■■�wwww■ww■■w1��t■wi w�www■■■wwittw/iww►���wwl�ww��w�■w�1�t■■1■ tw��wwww�twtw■w�wlr►�ww�■Iw■■w■�ww■■w■■/wwl■w� twiw ■1/it■■u�■�atwwt■ul��ilic►!ww■1■■w■nu■■■■lmom o■ oofl■wi COBBLES GRAVEL SAND �= CLASSIFICATION CITY OF • CERT. NO. ' iisi�iifffflifi � iffff/i�iff�/i/�i//■ - ifiiiififf�fiffi���►����iiii/i��l/�� �i �l��- fflfl♦fi�i�fl•fl•�� =ta�n�ii ■i/�I//■ , !• �ffff�iiff�i�i� 1/w■ • i�iiiifffflfifiiffffiifiwm�ff�iii/i/�1/�■ • , • . • i�i�ififfifi�fifff�is� ��_fii_fiff��fi��l/�■ MfiM�ifi ff■fimmm�=!•= if�i�ifi�iff>•ff■ fA�f1A��iiifffl■ifl�l/�■ , • i>•iiiifff�i�i�i�i�►�iff�ii�ffflfl�l/�■ R.M. . fifiiiififfii�i�i��►�ii•if�ff�ff��i��1/�■ M�_i_m�ifi�_i�i_fff�/M=��i_i_fi����l��� • ifiim�fiffiiffi�fff/ �i ifiiii�i�iiii ■ - • ii■iiii■ffiiffi■�ffii�■��f>_�a�� fifil�i��ifil��� �� � i�i�f■�fiifififfffli��ff��►�fififi�i��l��f f��iiiiffii��ffii�./���ii�/i/�1/�■ .• ��i�i�ffffli�fifiiOfN��\miff/fff■/fi/�1/�� •• ■ fi�imiifffflfiffii fi��'fNiff/fi/�/�1/�■ ifiiniififi�fi�i��fl�flA�fifii/fi/�1/fl■ -.._- ii/i�i■ii■fii�■I�ff�fli��ifa�f��siff��■i/iiil/r.■ • f�fii�ifi fifi�ffii����M������l��i if>•i�if>•�iifif>•f>•�Mf L• WIWfi Mf MM Mmmf ' f��i��fi�_irfifii��ffi�lff\�\f�i�ifl�l/�■ i��ii�fA�fififf■��f�fili�fif/fi��ifl�f i�i�ii�i�ifffOfi���i\�\�i/i��l■�f �M/m■ ' fiiliiii�i�i�i�i�ff�ff\\A/\i/ff//�1/�■ fi�iiflfi�i�ififi��f�fit!•�t�flifl�l��f i�i�ii�ff■���i i�ff�ff�t�`��flfi��iflif iffii�iifii�i!•i���fiiU�r/i/�i/�■ i�if>iflififi���i�iffififf�ii\��/�/�1/i■ i���f/ii�ffii�fi��ffiff/tiff/�1>t/\i■�1/if i�i�iifi �i�i��ffiiiiA\�/�1/�1��■ 'iff�i�ifi�fl•�fi�i��f�ifififfR'\'.i<i�l/i■ ifii�iiffifi��fii���fiffiff/ifCf►�f►�1/�■ ��i�ii�iffii� �_��_iiff/�/►`/��1/�f ����i�i/�fib i lil■ �ffi-1--1���■\�11i-l��g IA!f F, Ti January 9 , 1987 Certificate of Conformance Micro-Air Master Builders Air-Entraining Admixture for Concrete To Whom It May Concern : State of Ohio ) So County of Cuyahoga) s` Before me , a Notary Public , in and for the aforesaid State anc County, personally appeared Janes C . Maras , who being duly sworn , deposes and says: That he is Quality Assurance t•lanager for Master Builders , Inc . , Cleveland, Ohio ; and Y That Micro-Air is Master Builders air-entraining admixture for concrete ; ano That Micro-Air meets the requirements of ASTM C 260-561 Corps of Engineers ' CKD-C 13-79, and AASHTO M 154-79, the Standard Specifications for Air-Entraining Admixtures for Concrete . James C . Maras Quality Assurance Manager Subscribed and sworn to before me this 9th day of January , 1987 R0. Barbara K. Leslie, Notary Public State of Ohio My Commission Expires August 13, 1989 ( Recorded in Cuyahoga County ) Seattle Deny ai journal of�Commerce Box 11050, Seattle, WA 98111. Phone (206) 622-8272 Date. . .June . 2 3,. .1987 . . . . . . . City of Renton Office of City Clerk 200 Mill Ave. S. Renton, Wa. 98055 Notice of Bid Call 4630-B Storm Drain Project 55 lines @ 1.10 per line 60.50 55 lines @ 1.00 per line 55.00 $115.50 Published June 16, 23, 1987 3/-7 193 67 Please include Account Number with Payment 4630-B Affidavit of Publication City of Renton Storm Drain Project Bid Date,June 30 STATE OF WASH I NGTON CALL FOR IDS KING COUNTY—SS. I-405 Storm Drain Crossing (North of N. E. 44th Street) Sealed bids will be received until 2:30 p. m., JUNE 30' 1987 h t at The undersigned, on oath states that he is an will be opened kand fpublicly authorized representative of The Daily Journal of Commerce, read in the 4th Floor Con- a daily newspaper, which newspaper is a legal newspaper ference Room, Renton Munici- pal Building, 200 Mill Ave. of general circulation and it is now and has been for more South. than six months prior to the date of publication hereinafter The work to be performed within 45 working days from refered to, published in the English language continuously the date of commencement un- as a daily newspaper in Seattle, King County, Washington, der this contract shall include, and it is now and during all of said time was printed in an but not be limited to: Installation of approx- office maintained at the aforesaid place of publication of imately 200 linear feet of 48" this newspaper. The Daily Journal of Commerce was on the casing,5,238 linear feet Treat- ment 99" X 49" Structural 12th day of June, 1941, approved as a legal newspaper by Steel Pipe 0.79" thick, and the Superior Court of King County. appurtenances, and complete restoration as set forth in the The notice in the exact form annexed, was published in cat sign drawings and Specifi- cations. regular issues of The Daily Journal of Commerce, which was The City reserves the right to regularly distributed to its subscribers during the below reject any and/or all bids and to waive any and/or all informali- stated period. The annexed notice, a ---------------------------••-_.---------- ties. cattiionsoa d f oarm ofns d ontr clt -•-••..._..•-••-•-•--•-•-----... ._..NoLic-e.-.of.--B�.d- Gal!.---•••......---••---------- documents may be obtained at thePublic Works Deppartment ............................••-•-•••••••-----•••-----•••••-----...•--...•--••••-•----•---•............--------------- office at the Renton Municipal Buildingg for a non-refundable was published on ......JLme.__-1-6.r...23i...19.87----------------------------- fee of$35.00 each set plus $5.00 tocover postage,if mailed. The ................................................I----------------------------------------------------------- ......... mailing charge will not be re- funded. Acertified check or bid bond ••-••••--••-•--•--------------•---•---..-_........•••----•---••-------•-•--•-•---•---•-••-••......-----------------•-- in the amount of five percent (5%)of the total amount of each bid must accompany each bid. The City's Fair Practices and ...................... ...•. -� --- -• - --.-.•--------------------------•--- Non-Discrimination Policies shall a�pppplyy Subscribed sworn to before me on MAXINE*E.MOTOR, City clerk. June 23 1987 Dates of publication in the •-__•--a-.-•-•.............. :.._.._-_.........---.--.-.-.- Seattle Daily Journal of Com- merce,June 16 and 23,1987. (4630-B) ---.. :1� tZ✓.��r. ......• .................. Notary Public for the State of Washington, residing in Seattle. i CITY OF RENTON fs PUBLIC WORKS DEPARTMENT Sheet of Change CHANGE ORDER order 1 Date Number aOrdered by Engineer under terms of Section 1-04 of the Contract No. Standard Specifications ❑ Change proposed by Contractor To: City of Renton 200 Mill AvP S_ Endorsed by: Robison Construction, Inc. Renton WA 98055 ont=ctoa uvn Name Sign Route 1—405 cgnatLvte Date � xxxio<" State Participation Agmt. GC8157 Title Project Title 1 -405-Storm Drain Crossing North of 44th Street Cores en,t given by &Ltzty: (when requited) By: "o.ney-cn- act Date . . . . . . . . . . . . . . . . . . . . . DESCRIPTION OF WORK • • . • • • • • • • • • • • • • • . . . . You are ordered to perform the following described work upon receipt of an approved copy of this change order: 1 . The Federal Requirements (pink sheets) shall be included in the contract at no additional cost to the contract. 2. The pipe arch in the contract plans shall be 731lx55" 12 gage treatment 5 pipe at no additional cost to the contract. 3. A special factory sleeve shall be installed in the arch pipe where located on the plans and shop drawings provided by the City. The sleeve shall be installed at a total lump sum price of $650.00 increase to the contract. The sleeve will provide clearance for the existing gas main. All work, materials and measurement to be in accordance with the provisions of the Standard Specifications and Special Provisions for the type of construction involved. ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTIMATED CONTRACT AMOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE $ 118,420.00 $ 118,420.00 $ 650.00 $ 119,070.00 AGENCY USE AGENCY USE APPROVAL RECOMMENDED APPROVED: n.o1 ect ng.utee./c Date Pubzic wo .cicectoR Date APPROVAL RECOMMENDED APPROVED DISTRICT STATE-AID ENGINEER Bv: Date: 9/85 208/APPENDIX H . . - -nt k•14 t t% . PREOUALIFIED JOINT WELDING PROCEDURE 6— PROCEDURE SPECIFICATION Material specification AS`I'M A252 Grade 2 Steel Pipe Welding process Stick Weld Manual or macFtine _ r]dpUa] Position of welding PI at & 0"Prhead Filler metal specificationL2—' Filler metal classification Flux , ti. a;My Weld metal grade' Shielding gas Flow rate Single or multiple pass Multiple Shrine or multiple arc _c3inul Welding current Direct Polarity Reyprj�e Welding progression Root treatment - -Preheat and interpass temperature 4,70 "E Postheat treatment �Applical)le only when filler snetal has no AWS classification. WELDING PROCEDURC IWelding current _.._..• Pass Electrode Travel no. size Amperes Volts speed Joint detail ��-- f'or fC4UD 1 5/32 180-200 35-50 7 0' _Thin itl 2,3 5/32 180-200 35-50 7 APP oVCr AS NOTED 98% Penetration IASHINGTON STATE Note: No backing ring due to C• Tj'v' f OF T ANSPORTA- ION interference With auger. OCT 10 ER�prn This procedure may vary due to fabrication sequence, fit-up.pass size,etc.,within the limitation of varlat,les givart in 4f1, C,or D of AWS D I.1,Structural Welding Code. Procedure no. Manufacturer or contractor Revision no. Authorized by Date Form E•1 1UNNEL SYTEMS, INC. 7205 NE 150th EO'PHELL, WA 98011 TUNNESI179BM RICHMOND MODFO 54 HORIZGNTAL EAFOHBORING MACHINE UP TO 54 IN. BORE, UP TO 300 FT. MAX. LENGTH no 0 ,l 1986 4.4 11101111M—Now P »'• A high-torque, high-thrust boring machine for the really tough jobs in earth and rock. The Richmond "54" delivers over 500,000 lbs. thrust, over 80,000 Ibs• ft. torque while doing its job on horizontal earth-and-rock boring Projects of up to 54" (see below). That really says enough about this diesel-powered unit. 1he rest comes from enthusiastic contractors working it on the meanest projects around the world. We'll put you in touch with them. At b-ft, a Richmond "1 4" actuafl0 exceeding its drsiyn finilalrons, pushing a 60" pipt orr a juh inVufviny S hoth earth and rock. Afore details on this cornpurt - � "54-that-works-like-a-60" are on the back. f.1 � , RICHMOND'SONIQUE - p Q AM FOR EASY HANDLING ON THE JOBI MASTER CASING r PUSHER r � t i PUSH PACKAGE "Split design" cuts the "54's" total 20,610 lbs. POWER almost in half when It comet to set-up, mak- ing the heaviest lift only 10,630 lbs. This UNIT feature makes it easy to pull file power unit r without disturbing the grade. too,"` • Assembles and disassembles with just eight • Permits dry, overnight storage of the power bolts, two hoses, unit if desired, simplifies setup and removal. 1 D a � r J g ho 0 SPECIFICATIONS WEIGHTS Power Unit ................................................. HYDRAULIC SYSTEM Push Package (2104 69 Kg) 14 63016s. Cylinder& — 3 double-acting, 8" ite. ........................ (2104 67 Kg) 1 6IO lhs. &Bose Track ........................................ .. (1746.33 Kg) 3,BSOIbs. Thrust — 500,000 lbs. (249475.6 Kg) 54" (1371.6mrn) Master Curing Pusher (675 85 Kg) ),490 lbs. Oil Tank -- 75 gal. (283.9 Liters) with replaceable filter. 10' (3.048m) Track Extension (1247.37 Kg) 2,7501bs. Pump --- Tandont Goer Type. Total weight of basic unit with Optional — Varluble Pressure with Variable Track Speed. Master Casing Pusher ................................ (9348.54 Kg) 20,61016s. HEX DRIVE DIMENSIONS • ..... (76.2urrn) 3.,.................. POWER TRAIN length ............... lyi Engine: Detroit 453 diesel—JOB HP (806 Kw) N 2200 RPM width ..........•.......................•..•...•........•.••.........•.•..••.• (335.bmm) i 61 ............................................ Four speed transmission. Height ........................................................................ 0.981m) 6'6" / Dual planetary speed reducer (provides torque for the toughest Bore Center line (838.2mm) 33 conditions.) mownr MANUFACTURING CO. P. O. Box 188, Rt. 42 North Ashland, Ohio 44805 Telephone (419) 869-7107 48-inch x .462 diameter Steel Casing Pipe RTv T✓1.1 i,it ��� • •T� Trnw• •. - — = 1 fir` - 11 - 1 i i 1 / }e.; I a / t7l -1 t - -_ 4 4 o a It"d a e o o o`4 b o a d a C d aea My oa�a �t ooQp B C a�o a� A ood�Po a cos a a alk REACT—ON PLATE 1 4 -N. X 10 FT. "ORZ . 1 1 FT. EpT D'RI JE ;NTO PI,ACE OR TRENCH AND BACc:FILL TO ASSi,PL' RIGI v, 04 A G 1986 ,L DIT� NATION VI-W L00k_T1Tr- x. Pm •,Sm EX m „' :I0 - 1 A E EXISTING SCIL WH ERE Q , 7 J T m I�'ECESSARv !iv. = 0 F� . EF E PLACIN� r�TT :^D ROCK o w �RI� G C O.TONNE ENGI � = 23111 -99,H WEST EDMONDS, WASHINGTON 98020 /STOk � TELEPHONE (206) 546-3531 `���NA L ��G TUNNEL SYSTEMS , ITT . . TRACK S' STEM SU?PORTS BORING AND .`ACKIidG MACEIN-� AND =ST13iJISHES DIRECTION AND 48—inch x .462 diameter GRADE OF STEEL CULVERT PIPE INSTALLATION. Steel Casing Pipe T-FEE :YDRAL!C RAMS EXERT 300 KIPS FORCE B-:;_, REACTION PLATE Ai1D PIPE, ORIVI�dG ?IPE IPv'TO POSITION. y 1 - 1 1 10 FT. X 38 FT-MINIMUM DIMENSION F 1 FLOOR / �'?' '�`T '' T GN O_ v�ORKiIr GT OF CRUSHED ROCK. INCREASE DIMENSIONS FOR ADDITIONAL WORKING SPACE. CRUSHED ROCK TOE OF SLOPE WILL VARY WASHINGTON STATE HIGHWAY SR 204 TO CONFORM TO EXISTING GROUND CONDITIONS. USE 1 : 1 TRUC" CLIMBING LANE PROJECT SLOPE CN AA;Y WORKING PIT EXCAVATION. VP T0 0 PLAN VIEW 4 AUG 1586 oaf s �. SCALE: ' IN- = 50 FT. � NNE ENGiN'� T �1I�.G CO. THIS OPERAT_TON LOC TED ECMONCS.�G�S VYASHING TON 96020 EcmOFHIG HIGHWAY E TG-IEPHQNE (206) �46-3531 RICHMOND MODE 54 HORIZC,iJTAL EAF01, 1-1130RING M S UP TO 54. IN. BORE, UP TO 300 FT. MACHINE MAX. LENGTH 0 C3 (1 J 1 1986 i F1 �. ,'� r 'fit• A high-torque, high-thrust boring machine for the really tough jobs in earth and rock. The Richmond "54" delivers over 500,000 lbs. c thrust, over 80,000 Ibs, ft. torque while doing its lob on horizontal earth-and-rock boring projects of up to 54" (see below). That really says enough about this diesel-powered unit. 1 he rest tonnes from enthusiastic contractors working it on the meanest projects around the world. We'll put you in touch with then). Ar lelt, a Richmond ••14" actuall0 exceeding its design�. li�nitatiane, pushing a 60" pipe on a job art,�h,iny . bath earth and ruck. A1ure details or? this cunr Sy chat-works-like-a-60'• are uq the back. pu t '•11 r. .r .. , RICHMOND'S ONIQUE 0 A AM - A 0 t ( 1%rz FOR EASY HANDLING . ON THE JOB I MASTER CASING PUSHER PUSH PACKAGE "Split design" cuts the "54's" total 20,610 lbs. almost In half when it comes to set-u POWER ing the heaviest lift only 10,630 lbs. This UNIT feature makes it easy to pull the power unit r without disturbing the grade. • Assembles and disassembles with just eight • Permits dry, overnight storage of the p ower bolts, two hoses, unit If desired, simplifies setup and removal. t Do f g 0 OOtt SPECIFICATIONS WEIGHTS Power Unit ................................................. HYDRAULIC SYSTEM Push Package (4821.69 Kg) 10.630lbs. Cylinders -- 3 double-actin 8" Ire, (2104 67 1(g) 464011)1. g, s Bate Track ...................................... ... ... Thrust — 300,000 lbs. (249475.6 Kg) 54" (1371.dmn,1 Mastor Curing Pusher � (1746.33 K0) 3,8SOIbs. (675 85 Kg) 1,49016t. Oil Tank --- 75 gal. (283.9 titers) with replaceable filter. 10' (3.048rn) Truck Exlension ....,.... .. � iolal weight o{ boric unit will, (1247 37 KO) 2,7.50 Ibt. Pump --- Tandem Geor Type. Optional — Variable Pressure with Variable Track Speed. Matter Casing Puther ................................ (9348.54 Kg) 20,610lbs. HEX DRIVE DIMENSIONS ...................... POWERTRAIN tength ........................................................................ (333.6mm) i1.r Engine: Delroit 453 diesel-108 HP (806Kw) Width .................. (a1 2200 RPM Helghl (1.829m) 61 Four speed frnntminion. Dual planetary speed reducer (provides torque for the toughest Bore Center tine conditions.) (838.2n,m) 33" MANUFACTURING CO. P. O, Box 188, Rt. 42 North Ashland, Ohio 44805 Telephone (419) 869-7107 m- ,. T - 48-inch x .462 diameter Steel Casing Pipe II • I j I 0 -. dGQ O �� oa ov 40 8 /6�0 d0b0 oeao° o4ete° vo 40 Ors � a�� �s � �45 0 ae °oe ���a�o a�io _ s R�ACTIOI� T m� _ P�r_ � _Iv . X 10 :T. 7±OR- . X NT nRT DR; PL!CE OP. TRENCH AND RA��: _�- _ c �4 r 8 �` nvS�R � RIGrDITY. L3` ' 77I N !T_ OO W T K .r lr xT,1Dm m rY1 1 -v,A T E EXISTING SOIL WHERE �^Esc ., a v1 o �_C PACrw s rT CRUSHED Rocx 00. N ENGINEERING CO. 231 11 -99TH VWES EDMONDS. WASHING TON 98020 -`Ff�cfSTE4 � TELEPHONE (206) 546-3531 `�'ONAL Env " 1 J i TUNNEL SYSTEMS , INC . ' TRACK SiS-EM SUPPORTS BORING AND JACKING MACHINE AND ESTABLISHES DIRECTION AND 48-inch x .462 diameter 1RADE OF STEEL CULVERT PIPE INSTALLATION. Steel Casing Pipe T:HREL I'DRALIC RAMS EXERT 300 KIPS r ORCE BETWEEN REACTION PLATE AND PIPE, DRIVIIJG PIPE INTO PCSITION. ` - \ i I t ! I - _ - Ir / u u i 10 FT. X 38 FT-MINIMUM DIMENSION OF WOR:iIidG FLOOR OF CRUSHED ROCK. INCREASE DIMENSIONS FOR ADDITIONAL WORKING SPACE. CRUSHED ROCK TOE OF SLOPE WILL u'ARY WASHINGTON STATE HIGHWAY SR 2p4 TO CONFORM TO EXiSTIIdG GROUND CONDITIONS. USE 1 : 1 TRUC" CLIMBING LANE PROJECT SLOPE CN A.• Y WORKING PIT EXCAVATION. T4 04 AUG 3986 PLAN VIEW s �� SALE: IIN. = s0 FT. z .TONNE ENGi,NaERING CO. 231 S -9�"rat 'rVES; THIS TIOr1 =,OCnTED ff EDMONDS. VASHINC i ON Q 6`20�EST OF H=Gi:WAI TELEPHONE t2061 43531 `/ONAL ��� Cc ►-,, �•y PUBLIC WORKS DEPARTMENT MAINTENANCE DIVISION ° 3555 N.E. 2ND STREET RENTON, WASHINGTON 98056�R 09gT�D SEP1E�O ((��'�- BARBARA Y. SHINPOCH C-rs- GU�� MAYOR MEMORANDUM TO: Dick Houghton FROM: Jack Crumley DATE : April 27 , 1987 1 SUBJECT : QUENDALL DRAIN PIPE I am not sure whether I passed this along to you before . Assuming I did not , let me say that we di4 contact the owners of the Quendall -/-� Pole Yard and asked them to allow us to replace the drain pipe that bisects their property with an open ditch. Their an wer was "No" . Jack Crumley JC/1 j f vJAW 1,q =i �v-q v- 1 • 01 R� PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 n MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH. 98055 09A CO. 0,9gT�0 SEP111-00 BARBARA Y. SHINPOCH MAYOR March 26, 1986 Washington Natural Gas Company 805 - 156th Avenue N.E. Bellevue, Washington 98007 Attention: Michael Zelmanek Subject: I-405 Storm Drain Crossing Dear Mr. Zelmanek: Enclosed is a revised preliminary plan of the proposed storm drain crossing per your request. Please review and address comments to me or call 235-2631. Thank you for your assistance. Very truly yours, Robert L. Bray, Project Engineer :mf Enclosure SR 405 Gvpsy Creek Culvert Svstem Winter 2-20--86 Estimate for a parallel system Unit Item Quant @ Amount " LS Mobilization $10. 000 En Manhole 72" 2 $3000 $6 . 000 LF Test Sewer Pipe 238 $2 $476 - LF Tr 5 42"SSP 0 . 64 " 55 $45 $2 . 475 LF Tr 5 49"x33" SSP 0 . 79" 183 $45 $8. 235 LS Shoring and Cribbing $11 . 240 CuYd Concrete Cl AX for Headwalls 2 $ 1000 $2 . 000 Ton Crushed Surfacing Top Course 89 $15 $1 . 335 Ton Asphalt Concrete C1 B 53 $100 $5 . 300 CuYd Structure Excavation 511 $10 $5 . 110 C CuYd Riprap 45 $30 $ 1 . 350 j' CuYd Filter 22 $20 $440 CuYd Gravel Bkfl Pipe Bedding 33 $ 15 $495 LS Brick Weir $1000 LF Jack 42" Casing 200 $300 $60 . 000 Subtotal $115 . 456 The 8 . 1% tax doesn ' t apply to Citv of Renton road projects . -0- $ 115 . 456 Engineering and contingencies @ 20% $23 . 091 Total $138. 547 Page A 5 SR 405 Gypsy Creek Culvert System Winter 2-20-86 Estimate for a parallel system Unit Item Quant Amount LS Mobilization $10. 000 Ea Manhole 72" 2 $3000 $6. 000 LF Test Sewer Pine 238 $2 $476 LF Tr 5 42"SSP 0 . 64" 55 $45 $2 . 475 LF Tr 5 49"x33" SSP 0. 79" 183 $45 $8. 236 LS Shoring and Cribbing $11 , 240 CuYd Concrete Cl AX for Headwalls 2 $1000 $2. 000 Ton Crushed Surfacing Top Course 89 $15 $1 . 335 Ton Asphalt Concrete Cl B 53 $100 $5 , 300 CuYd Structure Excavation 511 $10 $5. 110 CuYd Riprap 45 $30 $1 . 350 CuYd Filter 22 $20 $440 CuYd Gravel Bkfl Pine Bedding 33 $15 $495 LS Brick Weir $1000 LF Jack 42" Casing 200 $300 $60. 000 Subtotal $115.456 The 8. 1% tax doesn' t apply to City of Renton road projects . -0- $115 . 456 Engineering and contingencies @ 20% $23. 091 Total $138. 547 Page A 5 g� � G�-�,-- /�o-- 3�z��� 0P assume any and all risks ar. �sponsibility and liability any persc injury, we do hereby waive all claim :onnected with the program. I/We 3, Renton Kiwanis Clubs, and any/all ant from responsibility or liability ?rson in connection with his/her negligence of the City, or a PHONE > WILL RECEIVE FISHING PRIORITY • �aE were 0 • 04 4 7 DUANE BERENTSONN Secretary �H1 1889 a01 STATE OF WASHINGTON DEPARTMENT OF TRANSPORTATION Office of District Administrator • D-1, 6431 Corson Ave. So., C-81410 • Seattle, Washfi ton 9 Y 00 g �• Renton lYq March 21, 1986 ``'�'L9 w' . City of Renton Public Works Department M A R 2 5 1986 200 Mill Avenue South Renton, Washington 98055 SR 405 MP 7.68, C.S. 1744 Gypsy Creek Drainage Project 1590K Gentlemen: The pH and resistivity test results are attached and indicate no storm sewer material constraints on the subject site. Sincerely, i��' RICHARD F. JOHNSON, P.E. DISTRICT DESIGN ENGINEER RFJ/ERW/cp Attachment cc: H.L . Morgan D.E. Wirkkala D1#57 r � S.F. O ROUTING SLIP ATE 80 TO ADDRESS MAIr T FROM / MAIL STOP PHONE For Action Per Your Request Per Our Conversation For Approval Read and Return Read&Route to Files For Signature For Your Information For Your Comments RECEIVED MAR 2 0 1986 WSDOT DIST.1 DESIGN SF 80-255- _ 3 DOT, ORM 700-00Y(X) Revised s 1/e2 t WWahbigtm SteW MAP DgmwbYw=to!Trwoportation INTRA-DEPARTMENTAL COMMUNICATION RECEIVED DATE: Urch,20 , 1986 MAR 2 0 1986 V J_ WSDOT FROM: R. W. Wessels DIST. I DESIGN PHONE: 443-4258 SUBJECT: SR 405 , MP 7. 68, CS 1744 Storm Drain Crossing L-7974 TO: Bob Winter Attached for your review and comments are the PH and Resistivity Test results from samples obtained at locations as shown on the attached plan sheet . All samples were obtained at or near the proposed flow line elevation. DJ: kal Attachment File: L-7974 cc: R. F. Johnson - Design Engineer Serial No. 86-106 phi and RESISTIVITY TESTS CONTRACT NO. : L - ;Z? 7 S.R. NO. : �ZoS DATE:___ _ �$ SECTION: D /h/ G K.d S S iNG __ INSPECTOR: N GA' STATIO OFFSET DEPTH RESISTIVITY NO. __ DESCRIPTION OF MATERIAL ` WATER SOIL FIELD LAB. o t o o PIPE o.o' Co. 4 7E4. ♦ a 4L SW A/0 3 2 foo 3.S l', / 76SO S;4,i1rLD 3 f o 0 3, 5 G. 3 S6 pc) 67JE 4 1/E1-L- � 40 S$ S7 0o ' -74Vr=L L S�¢ovLD g i Ali I IQ IL /PA!l EL.26.W \ N 'I f AkYIJ PIPE Max GVLwLW/a' R/P-,CAPA5 O/RECTEO\N` ti� \ _.� �Rs,_ I f so ra r cce I �xcaVarEA!W5T.C1 , 2—"L: +¢Zf 7/L oBY FUC/ EER. - i qal�B•IY�&E E�.aac� -- - 2fCt7C8 6 ee I I F- TOP t//EW GAT%/L CATCy,!�451AI 6a; uo--CAI E . a SECT/OrV - N07�5 HOTS:t l,5 /2'///P.GALS 4 I. ALL CONE T-&t:T/ON 611ALL&T 141 ACCOQDAA.(E A//7/ �. Ne4 67.2/✓C?4R0 3Er-/F/CAT/ON5 F�iPRa4D eWZZvE ;Ce ,jc Ufa S3 8t5a, Co,�� tcf 7533 AND MUN/C/GqL CONSTRUCT/oNAND G;-RE�%Tg C17Y1/ FLANS AA/O 5f£CJF/G�1T/GNk. I / Pf-c fi/e �rorr •5 BE72 z CATCA/445/1L5 sVA,4[.llAve SQL®WL NO L/O5. / SGOLE/BCb ar EX/ST.CL/4/NLhv S:9 Z „ .4 70 YeR'1C-Y SHALL V 4AIACT ALL U7/L/7Y CCN,fOst✓/� FENCE V4KT D T IC S•�Z' G ?GIGS Jam: g S da•r'u rri 7j7 rez/fy/rxanav AtN0 nEPn/o�UrQ1ne5. r N6 5�v3, cF4? k�O PIPI✓ dff Fer'cvFce be4 '-en Ci� Of � xarar� G � . �` •Seatf le a nd /9Z 9 u5C�GS PROJECT � �• L�'TIDhI �,� 5'• CB//Q2 1p -- ---._. - 0 _ EE OETAI/ ' . .tc` RESTSWR/u.freeA. a- N . - -� u. �• ......F . W. I �...... ;. . I .. �... .. . ......... . h. �.. eiz: : : p. k.. :Q. is :i. .. :i. Z. r su. m N •1.• N. •En•. .. .. .. .. ...:: ..: ...:::::: y .. ....... . . ......... ......... .... �: ......... ..:. i :Q : : I 9y i .. -t r �Dy• '=. �L9C/. r� .. ......... .... W..V... ......... - a. •i . ..... ......... .. 3� b t,'ALL? :i .... ' x. Ai'Pas F rY' :i ........I: `i Al -771 .I. . ......... ... J: g r :� ......... ......... ......... ......... N•..... .. �.: :: ' •2 9 D �. i Tom:WUS,P h /J I.1. 1 .. w' E R•�f�ad -a�l .. mac: .. 5•Le ..... . ......... -o. o _ /2 XFGdS :AfAYN.: .. - 5 �5T. F EL•5 i� BZ . ....... ..... . ..... . ... .. .. ...... Ll`- '.4ri'4 11?L(�. 0✓ . .. ::: {Sr9RM:5: 4/ S ::: :::::::;:: ::::::::: ::::::: .: .-::::::•:: :::::::::' ::::::::: :.::.::: 7L1�1 T R 9 B he. I: . . ' .... ...... .. .. -Cf / T/C .. Ft�PEJ✓t�.R..9f. :::. . ' .. :�: �: :�: �. t:. :Q :� :A :t .. ... ... ......... ......... ......... I..... 8 �. Y1 .. ......... ..... ... .:....... .. .N. :,: .y. 4 (� Q: -�i 1' rw .h i� w :t: :. . . ......... .. ......... ......... ......... ... .... .. 7777= ......... ......... ......... ......... ......... ....... . .......... ......... ......... ......... ......... ......... ......... ......... . ......... ......... ......... ......... ......... CITY OF R E N T O N ......... ......... ......... ......... ......... ......... ......... ......... ......... .. ........ ......... ......... ......... . : ;;,;;:.:: R F PUBLIC WORKS ........ ......... .. L ......... ......... ......... . ...(..... ......... ......... ::':::: I-405 5704W OR4/N C.PX;6/it/0 A� :�: AbKll/ Ale. 7�J T 44 -5 .......... ......... ......... ......... ......... ......... ......... ......... ......... ......... . ;. ......... ......... ::::::::: ::::::::: ......... ......::: ocsioH[o ow'IL h5 n�[No ::::::::: ........i :::::::::�::::::::: :::: ::.;:::::: ::::::::: ::::::::: ::::::::: owww ....... .......:I:....... ....... ....... ......... --....-.. .. ....... ....... ....... ....... .... .. cwcc[c PUBLICATIONS TRANS(�+11TTAL DEPARTMENT OF TEANSPORTATION 1. NUMBER DATE 81-55 July 15, 1981 2. PUBLICATION TITLE: CODE SYMBOL Hydraulics Manual 3, BASIS FOR DIST RIBUTIOt1: a.Standard Distribution for b. Special Distributior:of Revisions to the Hydraulics Manual - Section 3-14.00 1. REMARKS(Special Instructions): The following changes are to be made: Delete the third paragraph (beginning with "For the majority of steel and aluminum culvert pipe installations . . . ") and the fourth paragraph (ending with . and the results incorporated in the Soils Report. ") and substitute the follo:vring: Metal culvert pipe installations shall have minimum protective treatment according to the Required Protective Coatings for the particular types. A determination of a possible abrasive bedload condition should be made in consultation with the Materials and Hydraulics Offices for situations with anticipated flow velocities exceeding eight feet per second. Resistivity and pH must be tested on all projects regardless of antici;,Qzed pipe material . Metal culvort pipe may be used under the following guidelines: ALUMINIZED (ALUMINUM COATED) STEEL PIPE M z Aluminized steel with no protective treatment is an acceptable alternate material for drain pipes, underdrain pipes, culverts, and for storm sewer when an infiltration or exfiltration test is not required. For storm sewer installations that require an infiltration or exfiltration test, the alumi- nized steel pipe will be protected by Treatment 5. Aluminized steel pipe may not be used where soil or water pr-; values are less than 5 or more than 8.5, where soil resistivity is less than 1 ,000 ohm-cm, where exposed to tidal action or saltwater spray, where suL'ject to significant abrasive bed load, or in the Whaicom County lowlands or the lower Nisqually Valley. Aluminized steel shall not be used for sanitary sewer installation. ALUMINUM PIPE Aluminum with no protective treatment is an acceptable alternate material for drain pipes, underdrain pipes, culverts, and for storm sewers when an infiltra- tion or exfiltration test is not required. For storm sewer installations that require an infiltration or exfiltration test, the aluminum pipe will be protecte- S. DISTRIBUTED BY SCAN NO. SIG E 15,1_071 gat) Project Development 234-6135 ` FORM 761.003 HWY wcvls[o 9177 t a. by Treatment 5. Aluminum pipe m-~y not be used where soil or water pH values are less than 5 or more than 8.5, when exposed to tidal action or salt water spray, when subject to significant abrasive bed load, or when located in the Whatcom County lowlands or the lower Nisqually Valley. Aluminum shall not be used for sanitary sewer installations. GALVANIZED (ZINC COATED) STEEL PIPE In Western Washington, as defined by Figure 3-15 of the Hydraulics Manual , galvanized ,teel with protective Treatment 2 is an acceptable alternate material for drain pipes and culverts, and for storm sewers when an infiltration or ex- filtration test is not required, except that protective treatment will not be required when culverts are placed under private road approaches, frontage roads, etc. For storm sewer installations that require an infiltration or exfiltration test, the galvanized steel pipe shall be protected by Treatment 5. Where pot values are less than 5 or greater than 8.5, in areas exposed to tidal action or salt water spray, and in the Whatcom County lowlands and the lower Nisqually Valley, Treatment 4 shall be used for drain pipes and culverts, and for storm sewers when an*infiltration or exfiltration test is not required. For storm sewer installations that require an infiltration or exfiltration test where pH values are less than 5 or greater than 8.5, in areas exposed to tidal action or salt water spray, and in the Whatcom County lowlands and the lower Nisqually Valley, Treatment 6 shall be used. In Eastern Washington, galvanized steel with no protective treatment is an accept- able alternate material for drain pipes and culverts, and for storm sewers when an infiltration or exfiltration test is not required. For storm sewer installa- tions that require an infiltration or exfiltration test, the galvanized steel pipe shall be protected by Treatment 5. Galvanized steel pipe will be coated with Treatment 2 where subject to significant abrasive bed load or when installed in the Okanogan Valley, the Pend Oreille Valley, and the Disautel-Nespelem vicinity. Where pH values are less than 5 or greater than 8.5, Treatment 4 shall be used for drain pipes and culverts, and for storm sewers when an infiltration or exfil- tration test is not required. For storm sewer installations that require an infiltration or exfiltration test when pH values are less than 5 or greater than 8.5, Treatment 6 shall be used. Corrugated steel shall not be used for sanitary sewer installations. The Whatcom County lowlands, lower Nisqually Valley, Okanogan Valley, Pend Oreille Valley, and the Disautel-Nespelem vicinity are shown in Figure 3-15 of the Hydraulics Manual . Limits of the Whatcom County lowlands are further defined as follows: (1 ) SR 542 from its origin in Bellingham to its junction with SR 9 at SR 542 MP 9.96. (2) SR 9 from its junction with SR 542 at SR 542 MP 9.96 (= SR 9 MP 84.02) north to its terminus at the international boundary (SR 9 MP 98.17) . (3) All other roads and areas lying northerly and westerly of the above described routes. 1 4/e l�o0T A/oTt- . 3 OF R 0 U �� ,y � z PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING • 235-2631 oMUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 9q Co. O94�FC SEPTET'?i BARBARA Y. SHINPOCH MAYOR March 19, 1986 Mr. Tim Smith WSDOT 6431 Corson Avenue S. Seattle, Washington 98108 Subject: Prevailing Wage Rates Dear Tim: Please provide Prevailing Wage Rates for the following projects: 1. South 5th Street - Paving and Storm Drainage 2. I-405 Storm Drain Crossing, North of N.E. 44th St. Should you have any questions, please call me at 235-2631. Very truly yours, Robert L. Bray, Project Engineer :mf Attachment MAR 20 1986 IDISTRtCT 04S STATE aID WAGE RATES REQUEST FORM o NO q&CRKC( CZ ry OPF geA ;rdW FED. RATES i YES "X"(NIGHT) Z. CONro c.T 13o e L J / PHONL Z�� Sou .STD S�/' — �a✓��q � S�rnc i?ATE 14(01 01 ❑ ADAMS 17 ❑ DOUGLAS 33 KING 49 ❑ PACIFIC 65 ❑ STEVENS 03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ PEND OREILLE 67 ❑ THURSTON 05 ❑ BENTON 21 ❑ FRANKLIN 37 ❑ -KITTITAS 53 ❑ PIERCE 69 ❑ WAHKIAKUM 07 ❑ CHELAN 23 ❑ GARFIELD 39 ❑ KLICKITAT 55 ❑ SAN 1UAN 71 ❑ WALLA WALLA 09 ❑ CLALLAM 25 ❑ GRANT 41 ❑ LEWIS 57 ❑ SKAGIT 73 ❑ WHATCOM 11 ❑ CLARK 27 ❑ GRAYS HARBOR 43 ❑ LINCOLN 59 ❑ SKAMANIA 75 ❑ WHITMAN 13 ❑ COLUMBIA 29 ❑ ISLAND 45 ❑ MASON 61 ❑ SNOHOMISH 77 ❑ YAKIMA 15 ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ ALL (Except those marked). 010 ❑ Asbestos Workers 330 ❑ Ironworkers 640 ❑ Sign Hangers & Painters & Constr. Men 030 ❑ Boilermakers 350 Laborers X 650 ❑ Soft Floor layers 050 ❑ Bricklayers & Marble Masons 360 Laborers (Sewer & er Const.) 670 ❑ Sprinkler Fitters-Fire 070 ,❑ Carpenters Prevention / 370 ❑ Landscape Construction 090 Cement Mas�n6 1 710 ❑ Sun Screen Installers & 390 ❑ Lathers Window Tinters - 100 ❑ Communication Tech. 430 Mason Tenders, Hod 720 ❑ Sur veyors 110 ❑ Divers & Tenders Carriers & Mortarmen 130 ❑ Dredging Workers 450 ❑ Painters 730 Teamslers 150 ❑ Drywall Finishers 490 ❑ Plasterers 770 ❑ Terrazzo Workers & Tile Setters 170 ❑ Electricians Si0 ❑ Plasterer Tenders 790 ❑ Tile, Marble & Terrazzo 190 ❑ Elect.-line Constr. Helpers 530 ❑ Plumbers & Pipefitters 230 ❑ Elevator Constructors 570 Power Equip. 820 ❑ Traffic Control Stripers 250 ❑ Fence Erectors & laborers t% S,BO Power Equip. Op. l 830 ❑ Well Dnllers and 260 ❑ Flaggers (Sewer & Water Const.) Irrigation Pump Installers. (% 270 ❑ Glaziers 5C-O ❑ Refrig. & Air Conditioning 999 ❑ All (Except those marked). Mechanics 290 ❑ Inland Boatmen i;1�; ❑ Roofer & Waterproofers 310 ❑ Insulation Applicators 6.:':' >rD Sheetmetal Workers 0 DISMCT Ot3P- STATE Ado WAGE RATES REQUEST FORM n No q�,�p�� �iri�.FRENTON FED. RATES ❑ YES "X"(NIGHT) I� G�Pa3'�t:'C BM APA Y �- 405 S Tpl�.eM ae s���v {�,,¢o ss��✓cs P H a N E ��� 1 v D S T C; t 7S 1 3,LD 2g 01 ❑ ADAMS 17 ❑ DOUGLAS 33 KING 49 ❑ PACIFIC 65 ❑ STEVENS 03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ PEND OREILLE 67 ❑ THURSTON 05 ❑ BENTON 21 ❑ FRANKLIN 37 ❑ 'KITTITAS 53 ❑ PIERCE 69 ❑ WAHKIAKUM 07 ❑ CHELAN 23 ❑ GA.RFIELD 39 ❑ KLICKITAT 55 ❑ SAN JUAN 71 ❑ WALLA WALLA 09 ❑ CLALL,aM 25 ❑ GRANT 41 ❑ LEWIS 57 ❑ SKAGIT 73 ❑ WHATCOM 11 ❑ CLARK 27 ❑ GRAYS HARBOR 43 ❑ LINCOLN 59 FJ SKAMANIA 75 ❑ WHITMAN 13 ❑ COLUMBIA 29 ❑ ISLAND 45 ❑ MASON 61 ❑ SNOHOMISH 77 ❑ YAKIMA 15 ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ ALL (Except those marked). 010 ❑ Asbestos Workers 330 ❑ Ironworkers 640 ❑ Sign Hangers X Painters & Constr. Men 030 ❑ Boilermakers 350 ❑ Laborers 650 ❑ Soft Floor layers 050 ❑ Bricklayers & Marble Masons 360 A Laborers 1 (Sewer & Water Const.) 670 ❑ Sprinkler Fitters-Fire 07C ,❑ Carpenters Prevention 370 ❑ Landscape Construction 090 Cement Masons 710 ❑ Sun Screen Installe & 390 ❑ Lathers Window Tinter 100 ❑ Communication Tech. 430 X Mason Tenders, Hod 720 Surveyors 110 ❑ Divers & Tenders Carriers & Mortarmen 130 ❑ Dredging Workers 150 ElPainters 730 , Teamsters,,' 150 ❑ Drywall Finishers 490 ❑ Plasterers 770 ❑ Terrazzo Workers & Tile Setters 170 ❑ Electricians 510 ❑ Plasterer Tenders 790 ❑ Tile, Marble & Terrazzo 190 ❑ Elect.-Line Constr. Helpers 530 ❑ Plumbers & Pipefitters 230 ❑ Elevator Constructors ❑ Traffic Control Stripers 570 ❑ Power Equip. Op. 820 p 250 Fence Ere oVaborers ttt/// 5r0 � Power Equip. ©p. 830 ❑ Well Drillers and 260 Flagg (Sewer & Water Const.) Irrigation Pump installers. 270 ❑ Glaziers "7�0 ❑ Refrig. & Air Conditioning %9 ❑ All (Except those marked). Mechanics 290 ❑ Inland Boatmen t s' ❑ Roofer & Waterproofers 310 ❑ Insulation Applicators . 1 Sheetmetal Workers 0 NOJOV S HWY-R32320-AA PREVAILING MINIMUM HOURLY RAGE RATES MARCH 2.1, 1986 OCCUPATION: CEMENT MASONS LOCATION: KING COUNTY ( THAT PORTICN NORTH OF A STRAIGHT LINE ON 190TH STREET Ski WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE) . WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 2A 090-0320 TUNNEL WORKERS 18. 11 -- GROUP 3 090-0340 TROWEL MACHINE ON COLORED SLABS, 19.36 17.20 COMPOSITION OR KAL MAN FLOORS OTHER 090-9091 STATE : : OVERTIME: THE FIRST 2 HOURS IH EXCESS OF 8 HRS./DAY, MONDAY THROUGH FRIDAY, AND THE FIRST 10 HRS. ON SATURDAY SHALL BE PAID AT 1-112 TIMES THE REG- ULAR RATE. ALL OTHER OVERTIME HOURS, SUNDAYS9 AND HOLIDAYS SHALL BE PAID AT 2 TIMES THE REGULAR RATE. CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 2 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: CEMENT MASONS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING (THAT PORTION SOUTH OF AN EAST-WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SOUND ANU EXTENDS EAST TO THE COUNTY LINE) , KITSAP, LEWIS, MASON, PACIFIC (THAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN) , PIERCE AND THURSTON COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.60 $/HR. STATE PENSION 1.75 $/HR. STATE TOTAL HOURLY BENEFITS 3.45 $JHR. FEDERAL TRAINING FUND . 10 $JHR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 090-0260 APPLICATION OF SEALING COMPOUND 17.86 -- 090-0210 CONCRETE PAVING 17.86 -- 09U-0240 CURB AND GUTTER 17..86 -- 090-0230 CURING CONCRETE 17.86 -- 090-0220 PATCHING CONCRETE 17.86 -- 090-0250 SIDEWALKS 17.86 -- GROUP IA 090-0015 CEMENT MASON - BUILDING GENERAL 17.86 17.86 GROUP 2 090-0330 APPLICATION OF UNDERLAYMENT 18. 11 18.11 090-0350 COMPOSITION MASTIC 18.11 18.11 090-0310 FINISH COLORED CONCRETE 18..11 18.11 090-0075 GRINDER, HAND POWERED 18.1.1 18.11 090-0370 GUNITE NOZZLEMAN 18. 11 .18.11 090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS) 18. 11 18.11 090-0190 POWER TROWEL MACHINE 18.11 11.11 GROUP 2A CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 3 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21 , 1986 OCCUPATION: CEMENT MASONS LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING (THAT PORTION SOUTH OF AN EAST-WEST LINE ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE) , KITSAP, LEWIS, MASON, PACIFIC ITHAT PORTION NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED WEST TO THE PACIFIC OCEAN) , PIERCE AND THURSTON COUNTIES, WAGE RATES UCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 2A 090-0280 CONCRETE SAW (SELF POWERED) 18.11 090-0360 EPDXY 18. 11 -- 090-0270 PLASTIC 18.11 -- 090-0300 SANDBLASTING ARCHITECTUAL FINISH 18. 11 -- 090-0320 TUNNEL WORKERS 18. 11 -- GROUP 3 090-0340 TROWEL MACHINE ON COLORED SLABS, 19.36 18.11 COMPOSITION OR KALMAN FLOORS CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 4 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: FENCE ERECTORS AND FENCE LABORERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND# JEFFERSON, KING# KITSAP, LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST TO THE PACIFIC GCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON# WHATCOM COUNTIES, AND YAKIMA COUNTY (THAT PORTION LYING NEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 $/HR. FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 250-0010 FENCE ERECTOR 13.00 -- 250-0020 FENCE LABORER 10.9.5 8.46 I CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 5 0 0 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: FLAGGERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON* KING, KITSAP, LEWIS9 MASON, PACIFIC INORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON, WHATCOM COUNTIES, AND YAKIMA COUNTY ITHAT PORTION LYING WEST OF THE 120TH MERIDIAN) . FRINGE BENEFITS TOTAL HOURLY BENEFITS 3.43 WHR. FED & STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 260-0010 FLAGGER 10.78 --- 260-0020 FLAGMEN 10.78 OTHER 260-9010 STATE: OVERTIME — ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE HALF TIMES THE REGULAR RATE OF PAY. 260-9260 FEDERAL: FOOTNOTE "C": REDUCED RATES AS IN— DICATED IN THE WAGE DECISION MAY BE PAID ON PROJECTS WHICH HAVE A TOTAL VALUE OF LESS THAN $3,000s000s EXCLUDING THE COST OF ELEC— TRICAL, MECHANICAL , AND UTILITIES. UTILITIES INCLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, 260-9261 ELECTRICITY, GAS, AND COMMUNICATIONS. CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 6 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 219 1986 OCCUPATION: LABORERS ( SEWER 6 WATER LINE CONSTRUCTION) LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON* KINGS KITSAP, LEWIS: MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN )# PIERCE, SKAGIT, SNUHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.75 S/HR. STATE PENSION 1.55 $/HR. STATE TOTAL HOURLY BENEFITS 3.31 $/HR. FEDERAL TRAINING FUND . 13 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 360-0010 GENERAL LABORER 13.80 13.80 360-0020 PIPELAYER 14.28 14.20 360-0030 TOPMAN 14. 14 14. 14 CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 7 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 211 1986 OCCUPATION: MASON TENDERS* HOD CARRIERS AND MORTARMEN LOCATION: CLALLAM, GRAYS HARBOR* ISLAND, JEFFERSON, KING, KITSAPs LEWIS* MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE* SKAGIT* SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1. 75 $/HR. STATE PENSION 1.55 $/HR. STATE TOTAL HOURLY BENEFITS 3.43 $/HR. FEDERAL TRAINING FUND . 13 VHR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 430-0010 HOD CARRIER 15.44 15.44 430-0020 MASON TENDER 15.44 -- 430-0030 MORTARMAN 15.44 15.44 OTHER 430-9430 FEDERAL: FOOTNOTE "C": A REDUCED RATE OF $13.201HR. MAY BE PAID ON PROJECTS WHICH HAVE A TOTAL. VALUE OF LESS THAN S3*0009000, EX— CLUDING THE COST OF ELECTRICAL, MECHANICAL AND UTILITIES. UTILITIES INCLUDE SANITARY AND STORM SEWERAGE AND FACILITIES FOR THE DE— LIVERY OF WATER, ELECTRICITY, GAS AND 430-9431 COMMUNICATIONS. CITY OF tENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 8 HWY-R3232 0-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 219 1986 OCCUPATION: POWER EQUIPMENT OPERATORS ( SEWER C WATER CONSTRUCTION) LOCATION: CHELAN# CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITASs LEWIS, MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH# THURSTON, WHATCOM AND YAKIMA COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1 .95 $/HR. STATE PENSION 2.00 $/HR. STATE TOTAL HOURLY BENEFITS 4.01 $/HR. FEDERAL TRAINING FUND .21 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 580-0040 BACK FILLER 16.92 16.92 580-0030 BACKHOE (780 CASE TYPE AND LARGER WITH 16.92 16,92 ATTACHMENTS) 580-0100 CLAM 16.92 16.92 580-0120 CRANE 16.92 16.92 580-0130 DITCHING MACHINE 16.92 16.92 580-0150 DOZER (ALL GAT, TYPE D-3 AND LARGER) 16.92 16.92 580-0160 DRAGLINE 16.92 16.92 580-0190 FRONT-END LOADER ( 2YDS. AND OVER) 16.92 16.92 580-0210 MECHANIC 16.92 16.92 580-0220 MECHANIC WELDER 16.92 16.92 580-0240 MOTOR GRADER 16.92 16.92 580-0310 SCREED 16.92 16.92 580-0330 SHOVEL ( 3 YDS. AND UNDER) 16.92 16.92 580-0350 SIDE BOOM (ALL CAT , TYPE D-3 AND LARGER ) 16,92 16.92 GROUP 2 580-0020 BACKHOE (680 CASE TYPE AND SMALLER WITH 16.425 16.425 ATTACHMENTS) 580-0050 SENDING MACHINE 16.425 16,425 580-0060 BOOM TRUCK (STATIONARY) 16.425 16.425 580-0070 BORING MACHINE 16.425 16.425 580-0090 COMPACTORS 16.425 16.425 580-0140 DOZER (ANY TYPE SMALLER THAN CAT 0-3) 16.425 16.425 CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 9 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: POWER EQUIPMENT OPERATORS ( SEWER & WATER CONSTRUCTION) LOCATION: CHELAN* CLALLAM, DOUGLAS# GRAYS HARBOR, ISLAND, JEFFERSON# KING, KITSAP, KITTITAS, LEWIS , MASON* PACIFIC, PIERCE, SKAGIT, SNOHOMISH# THURSTON# WHATCOM AND YAKIMA COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 2 580-0170 DRILLS (LEROI TYPE ) 16.425 16.425 580-0180 FRONT-END LOADER ( UNDER 2 YD.) 16.425 16.425 580-0200 GIN TRUCK 16.42.5 16.425 580-0230 MECHANICAL GREASER ILARGE GREASE TRUCK) 16.425 16.425 580-0270 PAVING MACHINES l6.425 16.425 580-0280 POT FIREMAN (ENGINE OPERATED ABOVE 3 BBL. ) 16.425 16.425 580-0300 ROLLERS 16.425 16.425 580-0320 SERVICE PLOW 16.425 16.425 580-0340 SIDE BOOM ZANY TYPE SMALLER THAN CAT D-31 16.425 .16.425 580-0360 TRACTAIR 16.425 16.425 580-0380 WELL POINT SYSTEM 16.425 16.425 GROUP 3 580-0010 AIR COMPRESSOR 14.46 14.46 580-0080 CHAIN TYPE DITCHER (DITCH WITCH) 14,.46 14.46 580-0110 CONCRETE SAW 14.46 14.46 580-0260 OIL-GREASER 14.46 14.46 580-0250 OILER 14.46 14.46 580-0290 PUMP 14.46 14.46 580-0370 WELDING MACHINE 14.46 14.46 OTHER 580-9910 STATE : OVERTIME-ALL WORK PERFORMED IN EXCESS OF 8 HOURS OER DAY OR 40 HOURS PER MEEK AND ALL WORK PERFORMED ON SATURDAYS ( EXCEPT MAKE- UP DAYS) AND SUNDAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES THE REGULAR RATE OF PAY, ALL WORK PERFORMED ON HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY". CITY OF RENTON 1-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 10 HWY—R3232 0—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21s 1986 OCCUPATION: SURVEYORS LOCATION: CLALLAMs GRAYS HARBOR, ISLAND, JEFFERSON* KING, KITSAP, LEWIS* MASON, PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES. FRINGE BENEFITS TOTAL HOURLY BENEFIT — PARTY CHIEF 1.50 WHR. STATE TOTAL HOURLY BENEFIT — INSTRUMENT 1.00 S/HR. STATE PERSON TOTAL HOURLY BENEFIT — CHAIN PERSON .70 S/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE 720-0010 CHAIN PERSON 8.25 -- 720-0040 INSTRUMENT PERSON (JUNIOR ENGINEER) 11.00 -- 720-0070 PARTY CHIEF (ASSISTANT ENGINEER) L1.50 _— OTHER 720-9010 STATE : OVERTIME ALL HOURS WORKED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL BE PAID AT ONE AND ONE—HALF TIMES THE REGULAR RATE OF PAY. CITY OF RENTON 1-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 11 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 211 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM# GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) * PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. FRINGE BENEFITS HEALTH AND WELFARE 1.89 S/HR. STATE PENSION 1.75 S/HR. STATE TOTAL HOURLY BENEFITS 3.64 S/HR, FEDERAL TRAINING FUND .00 FEDERAL WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 3B 730-0140 BUS OR EMPLOYEE HAUL 17.16 -- GROUP 1 730-0I45 CHECKERS 17.06 17.06 730-0690 LEVERMAN AND LOADERS AT BUNKERS AND 17.06 17.06 BATCH PLANTS 730-1200 SWAMPER 17.06 17.06 GROUP 1A 730-1810 WAREHOUSEMAN AND CHECKERS 17.06 -- GROUP 2 7 30-1300 TEAM DRIVER 17. 11 17.11 GROUP 3 730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17. 16 17.16 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:WAREHOUSING CITY OF RENTON 1-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 12 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21P 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLANDS JEFFERSON* KING# KITSAPs LEWIS, MASON# PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCES SKAGIT, SNOHOMISH9 THURSTON# AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 3 7.30-0200 DUMPSTERS# AND SIMILAR EQU:IPMENT:TOURNO— 17.16 17.16 ROCKERS, TOURNOWAGON# TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON# EUCLID, TWO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP# INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF: UP TO AND INCLUDING 5 YARDS 730-0610 FUEL TRUCK, GREASE TRUCK* GREASER, BATTERY 17. 16 17.16 SERVICE MAN AND/OR TIRE SERVICE MAN 730-1100 SCISSORS TRUCK 17.16 17.16 730-1350 TRACTOR, SMALL RUBBER—TIRED (WHEN USED WITHIN 17.16 17.16 TEAMSTER JURISDICTION) 730-1750 VACUUM TRUCK 17.16 17.16 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 17. 16 17.16 GALLONS 730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16 17.16 730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17. 16 17..16 GROUP 3A 730-0460 FLAHERTY SPREADER 17.49 17.16 GROUP 4 730-0500 FLATBED TRUCK, DUAL REAR AXLE 17.27 17.27 GROUP 5 730-0080 BUGGYMOBILE AND SIMILAR 17.33 17.33 CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 13 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21. 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON# KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 5 730-0670 HYSTER OPERATORS ( HAULING BULK LOOSE 17.33 17.33 AGGREGATES) 730-1190 STRADDLE CARRIER (ROSS* HYSTER AND SIMILAR) 17.33 17.33 730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS 17.33 17.33 TO 3000 GALLONS GROUP 6 730-1500 TRANSIT—MIX, 0 TO AND INCLUDING 4.5 YOS. 17.37 17.37 GROUP 7 730-0210 DUMPSTERSs AND SIMILAR EQUIPMENT:TDURNO— 17.38 17.38 ROCKERS* TOURNOWAGON, TOURNOTRAILFR, CAT DW SERIES* TERRA C0BRA, LIET©URNEAU, WESTINGHOUSE ATHEY WAGONS EUCLI D, TWO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS 730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.38 17.38 EQUIPMENT 730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50 17.38 17.38 TONS GROSS 730-1140 SLURRY TRUCK DRIVER 17.38 17.38 730-1160 SNO—GO AND SIMILAR EQUIPMENT 17.38 17.38 730-2210 WINCH TRUCK: DUAL REAR AXLE 17.38 17.38 GROUP 7A CITY OF RENTON 1-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 14 ----------------------------- HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 2.11 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS: MASON# PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) # PIERCE, SKAGITs SNOHOMISH# THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 7A 730-0910 OIL DISTRIBUTOR DRIVER (ROAD) 17.49 17.38 GROUP 8 730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TCURNO— 17.44 17.44 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLID* TWO AND FOUR—WHEELED POKIER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING +MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS: SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS GROUP 9 730-010 0 BULK CEMENT TANKER 17.49 17.49 730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— 17.49 17.49 ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW SERIES: TERRA COBRA, LETOURNEAU# WESTINGHOUSE ATHEY WAGON, EUCLID# TWO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISOICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 15 YARDS TO AND INCL. 20 YARDS 730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49 17.49 CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 15 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSO N, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH: THURSTON# AND WHATCOM COUNTIES WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 10 730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN 17.51 17.51 LOADING OR UNLOADING TRUCKS, TRANSPORTING MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING GROUP 11 730-140 5 TRANSIT MIX, 17.54 17.54 OVER 4 YDS. TO AND INCLUDING 6 YDS. GROUP 11A 730-1510 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 17.54 -- CONSTR. (OVER 4 YDS. TO AND INCL. 6 YDS.) GROUP 12 730-0010 A—FRAME OR HYDRALIFT TRUCKS OR SIMILAR 17.64 17.64 EQUIPMENT WHEN A—FRAME OR HYDRALIFT OR SIMILAR EQUIPMENT IS IN USE GROUP 13 730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— 17.66 17.66 ROCKERSs TOURNOWAG )N, TOURNOTRAILER, GAT OW SERIES, TERRA COBRA, LETOURNEAUs WESTINGHOUSE ATHEY WAGON, EUCLIOP TWO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION WUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 20 YARDS To AND INCL. 30 YARDS CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 16 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAMs GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKiAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE NEST TO THE PACIFIC OCEAN) s PIERCE, SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 13 730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS 17.66 17.66 GROSS TO AND INCLUDING 100 TONS GROSS GROUP 14 730-1415 TRANSIT MIX, 17.70 17.70 OVER 6 YDS. TO AND INCLUDING 8 YDS. GROUP 15 730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO— 17.82 17.82 ROCKERS, TOURNOWAGON' TOURNOTRAILER, CAT OW SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLI D, TWO AND FOUR—WHEELED POWER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL AND PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS. 730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100 17.82 17.82 TONS GROSS GROUP 16 730-1425 TRANSIT MIX, 17.86 17.86 OVER 8 YDS. TO AND INCLUDING 10 YDS. CITY OF RENTON 1-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 17 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM* GRAYS HARBOR, ISLAND* JEFFERSON* KINGS KITSAP* LEWIS, MASON* PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) * PIERCES SKAGIT# SNOHOMISH• THURSTON# AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 17 730-0260 DUMPSTE RSs AND SIMILAR EQUIPMENT:TCURNO— 17.98 17.98 ROCKERS, TOURNOWAGONs TOURNOTRAILER* CAT DW SERIES* TERRA COBRA, LETOURNEAU, WESTINGHOUSE ATHEY WAGON, EUCLI D, TWO AND FOUR—WHEELED POKER TRACTOR WTH TRAILER AND SIMILAR TOP— LOADED EQUIPMENT TRANSPORTING MATERIAL ANO PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP TRUCKS* SIDE, ENO AND BOTTOM DUMP, INCLUDING SEMI—TRUCKS AND TRAINS OR COMBINATIONS THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS GROUP 18 730-1435 TRANSIT MIX* 18.03 18.03 OVER 10 YDS. TO AND INCLUDING 12 YDS. GROUP 19 730-1445 TRANSIT MIX* 18.19 18.19 OVER 12 YOS. TO AND INCLUDING 16 YDS. GROUP 20 730-1447 TRANSIT MIX, 18.35 18.35 OVER 16 YDS. TO AND INCLUDING 20 YDS. GROUP 21 730-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: 18.51 18.51 OVER 20 YDS. CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 18 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 211 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAMa GRAYS HAR80Rt ISLAND# JEFFERSON, KING, KITSAP, LEWIS# MASON# PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) # PIERCE# SKAGIT, SNOHOMISH, THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 22 730-0400 ESCORT DRIVER 17.06 12.00 730-102 0 PILUT CAR 17.06 12.00 GROUP 23 730-0490 FLATBED TRUCK. SINGLE REAR AXLE -- 15.25 730-1010 PICK—UP TRUCK -- 15.25 GROUP 24 730-0810 MECHANIC HELPER 16.91 GROUP 25 730-0800 MECHANIC 17.50 -- GROUP 14A 730-1520 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 17.70 -- CONSTR.:OVER 6 YDS. TO AND INCL. 8 YDS. GROUP 16A 730-1530 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 17.86 -- CONSTR.:OVER 8 YDS. TO AND INCL. 10 YDS. GROUP 18A 730-1540 TRANSIT—MIX USED EXCLUSIVELY IN HEAVY 18.03 -- CONST R.:OVER 10 YDS. TO AND INCL. 12 YDS. CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 19 HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 211 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBORS ISLAND, JEFFERSON, (LING, KITSAP, LEWIS, MASONS PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE, SKAGIT, SNOHOMISH* THURSTON, AND WHATCOM COUNTIES. WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 19A 730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.19 -- CQNSTR.:OVER 12 YDS, TO AND INCL. 16 YDS. GROUP 20A 730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.35 -- CONSTR.:OVER 16 YDS. TO AND INCL. 20 YDS. GROUP 21A 730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY 18.50 -- CONSTR.:OVER 20 YDS. OTHER 730-9370 FEDERAL: FOOTNOTE "D": 85% OF THE BASE RATE PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE FOLLOWING KINDS OF PROJECTS: 1 ) PROJECTS INVOLVING WORK ON BRIDGES AND STRUCTURES WHOSE TOTAL VALUE IS LESS THAN 3195000 00 EXCLUDING MECHANICAL, ELECTRICAL AND UTILITY PORTIONS OF THE 730-9371 CONTRACT. UTILITIES INCLUDE SANITARY S STORM SEWERAGE AND FACILITIES FOR THE DELIVERY OF WATER, GAS, ELECTRICITY AND COMMUNICATIONS. 2) PROJECTS OF LESS THAN $19000,000 WHERE NO STRUCTURES ARE INVOLVED SUCH AS SUR- FACING AND PAVING. UTILITIES ARE CITY OF RENTON 1-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 20 HWY—R32320—AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21s 1986 OCCUPATION: TEAMSTERS LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING* KITSAP, LEWIS, MASON* PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN) , PIERCE* SKAGIT, SNOHOMISH, THURSTON# AND WHATCOM COUNTIES. OTHER 730-9372 EXCLUDED FROM THE COST OF PROJECT. 3) MARINE TYPE PROJECTS SUCH AS DOCKS & WHARFS UNDER $150,000. 730-9735 STATE: FOR OCCUPATION 730-0260 IN GROUP 17 ADD . 15 S/HR. FOR EACH 10 YARD :INCREMENT OVER 55 YARDS 730-9736 STATE : OVERTIME—ALL WORK PERFORMED IN EXCESS OF 8 HOURS PER DAY OR 40 HOURS PER WEEK, MON— DAY THROUGH FRIDAY* AND ALL WORK PERFORMED ON SATURDAYS SHALL BE PAID AT ONE AND LINE— HALF TIMES THE REGULAR RATE OF PAY.ALL WORK PER— FORMED ON SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE THE REGULAR RATE OF PAY. CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 21 . • i HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES MARCH 21, 1986 OCCUPATION: CEMENT MASONS LOCATION: KING COUNTY (THAT PORTION NORTH OF A STRAIGHT LINE ON 190TH STREET Ski WHERE IT STARTS AT THE PUGET SOUND AND EXTENDS EAST TO THE COUNTY LINE) . FRINGE BENEFITS HEALTH AND WELFARE 1.60 VHR. STATE PENSION 1.75 S/HR. STATE TOTAL HOURLY BENEFITS 3.00 W HR. FEDERAL TRAINING FUND . 10 $/HR. STATE WAGE RATES OCCUPATION OCCUPATION STATE FEDERAL CODE DESCRIPTION RATE RATE GROUP 1 090-0260 APPLICATION OF SEALING COMPOUND 17.86 -- 090-0210 CONCRETE PAVING 17.86 -- 090-0240 CURES AND GUTTER 17.86 -- 090-0230 CURING CONCRETE 17.86 -- 090-0220 PATCHING CONCRETE 17.86 -- 090-0250 SIDEWALKS 17.86 -- GROUP IA 090-0015 CEMENT MASON - BUILDING GENERAL 17.86 16.95 GROUP 2 090-0350 COMPOSITION MASTIC 18. 11 17.20 090-0310 FINISH COLORED CONCRETE 18. 11 17.20 090-0075 GRINDER, HAND POWERED 18. 11 17.20 090-0370 GUNITE NOZZLEMAN 18. 11 17.20 090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS) 18.11 17.20 GROUP 2A 090-0330 APPLICATION OF UNDERLAYMENT 18. 11 -- 090-0280 CONCRETE SAW (SELF POWERED) 18.11 -- 090-0360 EPDXY 18. 11 -- 090-0270 PLASTIC 18.11 -- 090-0300 SANDBLASTING ARCHITECTUAL FINISH 18.11 -- CITY OF RENTON I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET PAGE 1 pF R� PUBLIC WORKS DEPARTMENT `go Z DESIGN/UTILITY ENGINEERING • 235-2631 0 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 o9A �, 09gT�D SEPIC-0 BARBARA Y. SHINPOCH MAYOR March 19, 1986 Mr. Tim Smith WSDOT 6431 Corson Avenue S. Seattle, Washington 98108 Subject: Prevailing Wage Rates Dear Tim: Please provide Prevailing Wage Rates for the following projects: 1. South 5th Street - Paving and Storm Drainage 2. I-405 Storm Drain Crossing, North of N.E. 44th St. Should you have any questions, please call me at 235-2631. Very truly yours, ,d&'t y Robert L. Bray, Project Engineer :mf Attachment OF R"�'+ o PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 9 235-2631 MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 09' D SEP15-ole BARBARA Y. SHINPOCH MAYOR February 20, 1986 Soil Conservation Service Attn: Mr. Joe Henry 140 Rainier Ave. S. Renton WA 98055 Subject: WSDOT Joint City/SCS Participation on P-1 Crossing under I-405 Dear Joe: Please find attached a copy of the most recent correspondence for WSDOT on the P-1 Channel crossing under I-405. I am completing fee negotiations with Alpha Engineers to provide the design services for the structural tubes under I-405. At present, I am looking at continuing Alpha Engineers on their current con- tract for the Grady Way P-1 Box. I would appreciate your review of this approach vs. a separate consultant advertisement and interview. Please keep us informed on the possibility of SCS Feeder/Assistance on the P-1 Channel crossing under I-405 for construction in January 1987. Your review and comments are requested. Very truly yours, Robert E. Bergstrom,',P.E. Engineering Supervisor :mf Attachment r i STAr OF DUANE BERENTSON °� RECEIVED 19 Secretary �H�1889 '°y PUBLIC WORKS DEPT. STATE OF WASHINGTON CITY OF RENTON DEPARTMENT OF TRANSPORTATION Office of District Administrator • D-1, 6431 Corson Ave. So., C-81410 • Seattle, Washington 98108 February 12 , 1986 Richard C. Houghton Public Work Director Municipal Building 200 Mill Ave. S . Renton, WA 98055 SR-405 I-5 SR-167 Interchange HOV Lanes Proposed Agreement Lind Ave. & Oaksdale Dear Mr. Houghton: We are progressing toward a January - 1987 Ad date with our I-5 to S . Renton Interchange HOV project . Several items that involve the city' s participation need to be pursued if they are to be included in our project . First , we are in agreement with your desire to have Alpha Engineers design the P-1 Channel and Oaksdale Ave. through our 1-405 right-of-way. The sooner, the better. We will supply you with the necessary bridge clearance restrictions needed for the Oaksdale Ave. design. We would also be willing to coordinate closely with Alpha to insure their design was compatible and in the proper form to be included directly into our contract plans . Once Alpha has developed a preliminary plan for the P-1 Channel crossing, our Headquarters Bridge and Materials people would be happy to come up here to review your proposal . Our financial participation in Oaksdale Ave. would be limited to the cost of providing a two lane detour between Grady Way and 16tn , The District has determined that the State has no obligation or reason to participate in the P-1 channel through our right-of-way. FHWA and the State had studied financial responsibility for the previous design and determined financial participation was not warranted. Revising the location of the crossing does not alter that determination. •<��3 1 Lind Ave & Oaksdale Proposed Agreement Richard C . Houghton 2-12-86 page 2 Offering the opportunity to save substantial dollars by open cutting rather than boring is the best we can do. As soon as we have conceptual agreement on this added work, I will have Bailey Atkins draw up an agreement . Anything you could do to expedite this process would be appreciated. Yours truly D . E . Wirkkala, P. E . Project Engineer 300 120th Ave. NE Bldg. 4 , Suite 124 Bellevue, WA. 98005 DEW: av CC : Kern Jacobson Harold Morgan D(STR IC T QMG STA-rE a* WAGE RATES REQUEST I''0Rh1 n N4 ��r'M pEG'( C�iTY�F iQENToN FED. RATES ❑ YES "X"(NIGHT) CrjtA-rA c.T RA9 13kAY _-7"-- 4,o!5 �ToRM D,eA/N �,¢os��i✓6 PHaPl� 235-ZG3/ URVC 01 ❑ ADAMS 17 ❑ DOUGLAS 33 KING 49 ❑ PACIFIC 65 ❑ STEVENS 03 ❑ ASOTIN 19 ❑ FERRY 35 ❑ KITSAP 51 ❑ PEND OREILLE 67 ❑ THURSTON 05 U BENTON 21 ❑ FRANKLIN 37 ❑ 'KITTITAS 53 ❑ PIERCE 69 ❑ WAHKIAKUM 07 ❑ CHELAN 23 ❑ GA.RFIELD 39 ❑ KLICKITAT 55 ❑ SAN IUAN 71 U WALLA WALLA 09 ❑ CLALLAIA 25 ❑ GRANT 41 ❑ LEWIS 57 ❑ SKAGIT 73 ❑ WHATCOM 11 ❑ CLARK 27 ❑ GRAYS HARBOR 43 F_) LINCOLN S9 ❑ SKAMANIA 75 ❑ WHITMAN 13 ❑ COLUMBIA 29 ❑ ISLAND 45 ❑ MASON 61 ❑ SNOHOMISH 77 ❑ YAKIMA 15 ❑ COWLITZ 31 ❑ JEFFERSON 47 ❑ OKANOGAN 63 ❑ SPOKANE 99 ❑ ALL (E cepttthose ed). 010 ❑ Asbestos Workers 330 ❑ Ironworkers 640 ❑ Sign Hangers & Painters & Constr. Men 030 ❑ Boilermakers 350 ❑ Laborers 650 ❑ Soft Floor layers 050 ❑ Bricklayers & h1arble Masons 360 Laborers (Sewer & Water Const.) 670 ❑ Sprinkler fitters-Fire 07C .❑ Carpenters Prevention 370 ❑ Landscape Construction 0'0 ;�, Cement Masons 710 ❑ Sun Screen Installers & 390 ❑ Lathers Window Tinters 100 ❑ Communication Tech. 430 Mason Tenders, Hod 720 X Surveyors 110 ❑ Divers & Tenders Carriers & Mortarmen 130 ❑ Dredging Workers 150 ❑ Painters 730 X Teamsters 150 ❑ Drywall Finishers 490 ❑ Plasterers 770 ❑ Terrazzo Workers & Tile Setters 170 ❑ Electricians 510 ❑ Plasterer Tenders 790 ❑ Tile, Marble & Terrazzo 190 ❑ Elect.-Line Constr. 530 ❑ Plumbers & Pipefitters Helpers 230 ❑ Elevator Constructors 570 Power Equip. Op. 820 ❑ Traffic Control Stripers ❑ 250 Fence Erectors & Laborers 5f'0 Power Equip. Op. 830 ❑ Well Drillers and 260 Flaggers (Sewer & Water Const.) Irrigation Pump Installers. 270 ❑ Glaziers "'� ❑ Refrig. & Air Conditioning 999 ❑ All (Except those marked). Mechanics 290 ❑ Inland Boatmen t;t ❑ Roofer & Waterproofers 310 ❑ Insulation Applicators 6 Sheelmetal Workers F R O « o PUBLIC WORKS DEPARTMENT 7 z DESIGN/UTILITY ENGINEERING 235-2631 oMUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH. 98055 % co- o9gTED sEP�"�O�P RECE } vED BARBARA Y. SHINPOCH utu 198S December 6, 1985 MAYOR wsDDT�cw D,S-T i DE E. Robert Winter, P.E. Washington State Dept. of Transportation 7300 Perimeter Road S. Seattle WA 98106 Subject: Storm Drain Crossing - I-405 Gentlemen: Submitted herewith is a preliminary plan for the proposed storm drain crossing I-405 in the vicinity of S.E. 76th St. in Renton. Please note that we are proposing to construct a brick wier in Catch Basin #2. This wier is intented to maintain the required detention/retention in the existing ponds until such time that the system west of I-405 to Lake Wash- ington is upgraded, meanwhile the proposed system will act as an overflow. Please review and make comments or call me at 235-2631 . Very truly yours, Robert L. Bray -� Project Engineer :ckd Enclosure of R� • O PUBLIC WORKS DEPARTMENT DESIGN/UTILITY ENGINEERING 0 235-2631 rn MUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 P4 �• ON T�D SEPIEo��P BARBARA Y. SHINPOCH December 4, 1985 MAYOR Mr. Joe Jainga, Supervisor Washington Natural Gas Company 815 Mercer Street Seattle WA 98111 Subject: I-405 Storm Drain Crossing Dear Joe: Enclosed are 2 copies of a preliminary plan for the installation of a storm drain across I-405 in the vicinity of S.E. 76th Street adjacent to Denny's Restaurant. After potholing the existing 12" gas main, it was decided to attempt to go under the gas main with the storm drain. Would you please review this proposal and make comments. Thank you for your assistance. Very truly yours, Robert L. Bray Project Engineering :ckd Enclosures Al z PUBLIC WORKS DEPARTMENT 40 DESIGN/UTILITY ENGINEERING 9 235-2631 oARMUNICIPAL BUILDING 200 MILL AVE.SO. RENTON,WASH.98055 .9A �• 0,9gr�D SEPI"-o BARBARA Y. SHINPOCH MAYOR October 1 , 1985 Washington Natural Gas Co. 815 Mercer Street Seattle, WA 98111 Attn: Joe Jainga, Supervisor Dear Joe: Enclosed is a preliminany plan for installation of a storm drain across I-405 in the vicinity of S.E. 76th Street adjacent to Denny's Restaurant. Please note that it is necessary to cross the 12" high pressure gas main at the location shown. I would appreciate any comments or suggestions you may have. Very truly yours, Robert L. Bray ;J Project Engineer RLB:jw EASTSIDE CONSULTANTS INC. GINEERS- 505 RAINIER BLVD.N ISSAOUAH,WASHINGTON 98027 PHONE:[2061392-5351 SURVEYORS 9/12/85 RECEIVED Richard C. Houghton KSUC WORK$ DEff• Public Works Director MY OF RENTON 200 Mill Ave. So. Renton, Washington 98055 Regarding: Surface Water Runoff for Seelig Property which lies east of I-405 and south of S.E. 76th. Street Dear Mr. Houghton: Mr. Seelig is proposing to develope a five acre parcel of land into apartments which lies east of I-405 and south of S.E. 76th. Street in unincorporated King County. Our present design plans are to provide retention based upon a 5 - 25 year calculation, and use the existing ditch in S.E. 76th. Street as our outfall route. Upon recent conversations with Mr. Steve Townsend, manager of Development Review Section, Surface Water Management, Division for King County. Mr Townsend ex- pressed concerns as to adequacy of the present retention basin located north of Denny's Restaurant which lies within the corporate limits of the city of Renton, and also about the down stream flow once the water leaves said retention basin on its route to Lake Washington. On September 6, 1985 I spoke with Mr. Bob Bray. He expressed that the 5 - 25 year storm calculations would be required and as long as our on-site retention facilities were designed as such the City of Renton would have no trouble handling the flow once it entered the retention basin at Denny's. We would like to have confirmation that our development will not pose any adverse affects to the City before we submit our final design plans to King County for there review. Thank you for your consideration. Very truly yours, EASTSIDE CONSULTANTS, INC. Richard R. Kitz, P.E. & P.L. . , Vice President cc: Howard Seelig i i i i STO,�/Y� 1�RAiN i gel- qr z 4,9 Cle 4.r )W.42,J 7, 9V .�c� lo% �'. �/5 G. C'1/1!rr✓��I Gv�-Ri L:� � Z 50�J,c� Z 50 ,�� i I l ro 1 /o© 4►so,B-o O i i CITY OF RENTON I-405 Storm Drain Crossing (North of N.E. 44th Street) SPECIAL PROVISIONS 1-07.23 TRAFFIC CONTROL (SUPPLEMENTAL SECTION) Prior to commencement of work the contractor shall submit a traffic control plan to the Department of Public Works for approval. 1-07.23(1) PUBLIC CONVENIENCE AND SAFETY (SUPPLEMENTAL SECTION) The contractor shall be required to maintain at least one lane of traffic at all times. 1-07.23(5) REIMBURSEMENT FOR LABOR FOR TRAFFIC CONTROL (SUPPLEMENTAL SECTION) All costs associated with traffic control shall be considered incidental to other items and no further compensation shall be made. 6-02 CONCRETE STRUCTURES 6-02.5 PAYMENT (SUPPLEMENTAL SECTION) The unit bid price per c.y. for "Concrete Class AX for Headwalls" shall be full compensation for furnishing all labor, materials and equipment necessary for constructing concrete headwall per the Plans and Specifications, including reinforcing steel and safety bars and no further compensation shall be made. 7-04 STORM SEWERS 7-04.2 MATERIALS Steel storm sewer pipe shall have Treatment 5 protective coating in conformance with Section 9- 05.4(3). Aluminum storm sewer pipe shall have Treatment 5 protective coating in conformance with Section 9-05.4(3). 7-04.3(2) B-1 PIPE LAYING (NEW SECTION) FURNISHING AND JACKING STEEL CASING Steel casing shall be furnished and installed in accordance with the Plans at the location staked by the Engineer. That portion of the casing located under the existing roadway embankment shall be installed by jacking, uttering, or combination of both methods in accordance with the Special Provisions. The • • 7-04.3(2) (CONTINUED) pipe shall be installed to preclude interference with highway traffic or damage to the traveled lanes and shoulders. Prior to installation, the contractor shall submit an outline of his construction procedures to the Engineer. The procedures shall include the following requirements for a jacking and pit plan: 1. Plan view and elevation view shall show the following: A. Dimension of pit. B. Shoring, bracing, struts, valers or sheet pile. C. Size and type of casing. 2. The proposed method of jacking the casing shall show the following: A. The jacking system. B. A detail of the separator-cushion at the end of the casing against which the jacking force will be applied. C. The support system behind the jack. D. The support system under the jack and bottom of pit. The shoring and jacking pit plan shall be prepared by and bear the seal and signature of a licensed Professional Engineer. Submittal shall be made a minimum of 15 days prior to the anticipated construction. Construction shall not begin until the construction procedures and plan drawings have been approved by the Engineer. Approval by the Engineer shall not relieve the contractor of responsibility for the sufficiency of the shoring and jacking pit plans. The steel casing material shall conform to ASTM Designation A 53. The contractor shall furnish pipe thick enough to withstand the forces exerted by the jacking operations as well as those exerted by the earth during installation, but not less than that specified. Jacking, augering and tunneling operations shall be conducted to prevent caving ahead of the pipe which will cause voids outside the pipe. The auger head shall not proceed more than 4 inches ahead of the pipe being jacked. If the material encountered during the contractors operations should make augering ahead of the casing impractical, the auger shall be withdrawn into the casing and jacking operations shall precede the boring. Removal of the material from the pits by washing or sluicing will not be permitted. After the casing pipe is jacked in place, the inside shall be thoroughly cleaned free from grease, dirt, rust, moisture or other deleterious contaminants. All welding on the steel casing pipe shall be done by a certified welder. Measurement of jacking steel casing will be made along the slope of the invert of the complete pipe. Casing jacked beyond the limits shown shall be considered as being done for the contractors benefit and shall be at his expense. The unit contract prices per linear foot for "Steel Casing" and per linear foot for "Jacking or Augering" shall be full compensation for furnishing all labor, materials, tools and equipment necessary to perform the work. Included in the work is jacking, excavating and jacking pit, disposing of excavated materials, dewatering, furnishing, hauling and placing steel casing material and other work necessary to complete the installation. 7-04.3(2) (CONTINUED) ENCOUNTERING FOREIGN MATERIAL Additional payment will be made for removing foreign material that impedes the normal progress of jacking or boring construction to the extent that special efforts and equipment are required for the removal. Foreign material may include, large boulders, stumps, logs, miscellaneous debris, and other non-embankment material. Payment for "Encountering Foreign Material" will be by force account in accordance with Section 1- 09.6 of the Standard Specifications including all labor, equipment, tools and materials for the special efforts mentioned herein. No additional compensation will be given for stand-by time for idle equipment used in the jacking operation during removal of foreign material. 7-04.5 PAYMENT Replace Paragraph 2 with: The unit contract price per linear foot for storm sewer pipe of the kind and size specified shall be full compensation for structure excavation, dewatering, backfilling, furnishing, hauling and assembling in place the completed installation including all special fittings, joint materials, testing per section 7-17.3(4) and adjustment of inverts to manholes for the completion of the installation to the required lines and grades. 7-05 MANHOLES, GRATE INLETS, DROP INLETS AND CATCH BASINS 7-05.3(2) BRICK WEIR (NEW SECTION) The lump sum price for "Brick Weir" shall be full compensation for furnishing and installing minimum 6" wide tapered manhole bricks to form an overflow weir in Catch Basin No. 2 in accordance with the plans and as directed by the Engineer. I i 9-6 L = GZI J2. c, � Y7 _ . 0�3 Q = 70 L P -�7,0 T - 443 p�/3 g>/ Z l� C. i I i C - n L = /3 0 i sM a- D,5, 1 z O,v..-� e.1. = 2 t o I t4 s 3 <.v wa iev a v, l I o/ o�' LK, wash . 131✓d. = ZG,d f f i y, EST�u low Z7 0,An, Cis?i.L, C no 5 s 5 (Q) 'rD ct rt env$s/ ao V4 ,t*,�p r tyw 70- do C7 . For r..c o4o. i v44.oqq c C ke1A 40. 3 5 tv,�1 lcae �ca� -,� �`i•c •eK�i,�e. h.�i yc. , z 6 I z z 7, 3 . � L � 570� 5 .. /, 7 7� � � /• 95 ��� L.5 = /3 5 0• SS 0,80�,, YS � ,;.�, ?`�i<SAC' Cie'/!'.'') 530 +- 3©00 {- 8/0 -f- .•_„ZQ t / 5a s ,�8.•5 m 2-5 3.5�Go ¢.3xGt� 3.iXlo L�SX`o �.�.Xbo z5 - e � � = Cd•35:, �©,B">� 233� = �9•v�' e F5 c 7-7-t-c Fs �� a�cs/9K. 6"/"WO, it e! it plan shall be prepared by and bear the pi The shorirq and jacking p P _ seal and signature of a licensed professional engin+he• anticipated e shall be wade a minimum of 15 days prior to P2 construction. Construction shall not begin until the construction r . procedures and flandrrawinshallavnctberelieveen Tothe ved bcontractor y the npeof jPC Approval by ec responsibility for the sofficiency of the shoring and jacking pit .2 plans. The 24 inch diameter steel casing material and specifications shall ' R� conform to ASTll Designation A 53. The Contractor shall furnish pipe thick enough to withstand eheartDces duringzted bT installationng cperatiors as � C well as these exez_ed by the w: Jacking, augering and tunneling operations shall he con(?ucted to prevent caving ahead cf the pipe which will cause voids outside the pipe . The auger head shall not proceed acre than 4 inches ahead of the pipe being jacked. If the material gnc0unt9re3 doing the Contractor's oFeraticns should make aug?rinq ahead of the casing impractical, the auger shall be withdrawn into the casing and jacking operations shall precede the boring. Removal of the material from the pits by washing or sluicing will net be permitted. After the casing pipe ;s jacked in place, the inside shall be thoroughly cleaned free from grease, dirt, rust, moisture or Ali welding on the s`_ael casing pipe other deleterious contaminants. shall be done by a certified welder. Measurement of jacking 24 inch diameter steel casing will be made along the slope of the invert of the cemp'_ete Pipe. Casing jacked j shall be considered as being done for the beyond the limi's shown ccn+_ ractor's benefit and shall be at his expense. The an it contract prices per linear foot for "Steel Casing 24 In . Diameter" and per linear foot for "Jacking or J�ugering" shall be fell compensation for furnishing all labor, materials, tools and equipment he necessary to perform + work Included in the work is jacking , the excavating and jacking pit, disFosing of excavated materials, furnishing, hauling and placing 24 inch diameter steel casing material and ether work necessary to complete the ins+_alia- ion. ENCouwTEEING FOREIGN rATERIIL Additional payment will be made for removing foreign material a impedes the normal progress of jacking or baring construction to the extent that special efforts and equipment are required for the removal. foreign material maT include, large boulders, stumps, logs, miscellaneous debris, and other non-esbarksent material. payment for "Encountering Foreign Material" will be byspecificationsforce in accordance with section 1-09.6 cfS v T SE 161 g JOVITA BLVD. To 28TH AVE. S. TRUCK CLINEIPG LIVE 102 82W201 lb including all labor, equipment, tools and materials for the special efforts mentioned herein. For the purpose of 'providing a common he . proposal for all bidders, and for that purpose only, the State has al estimated the cost of the item of "Encountering Foreign Material" and ed has arbitrarily entered the amount in the bid proposal to becoce a on part of the total bid by the Ccntractor. 7 . of No additional ccepensation will be given for stand-by time for idle it equipment used in the jacking operation durinq removal of foreign material. 11 RQA DF 5€rDZKG pe lltovg e �t_ 1981j as Where hown in the plans or where directed by the F sneer, the Ccntract shall perfcra roadside seeding operations accordance J with the f lowing: to 'i ~,e t Sec'_ior 01. 3 (4)A of the standard specificat ' is is supplesented off by the foll inc: ne Ia -g 3 Sped r9 Grass seed, of the following composi cn, proportion and quality shall to applied a the rate of *** * ** pounds per acre on all areas requiring rca ide seeding w" hi r. the project: .,t ae l Rind and Variety o 1E By minimum minisum T :)r Seed in_Pilt ure We1gI Pire Seed Ge_pi a'_ or Pe Colonial Bentgrass 10 9. 80 85 3e Fed Fescue 40 39. 20 90 �d ;e Perennial e 0 39. 20 90 I White tch Clover �• (pr noculated) 10 9. 80 90 _I it-.. eed Seed . 50 % max. Item and Other Crop 1. f max. rl TOTAL 100% t Section 8-01. 3 (4) B of the standard specificaticrs is sup esented 'e by the fellcw;ng: e __ The Contractor shall apply sufficient quantities f fertilizer to supply the following amounts of nutrients: W SS 161 JOVITI BLVD. TO ME AVE. S. TRUCK CLIMPIPG LIVE B2p201 103 storage or placement, shall the saterials to exposed to so light for sere than 40 hours. ro e •oi The tree shall be excavated to the line, grade w6dgi the plans cr esignated by the Engineer. She de and bottoms®fvn.}; maxim trench shall cleared of any sticks, rock or sharp Protruslors. sha The filter cloth s 1 be placed in the tren immediately prior to pipe placement and/ backfilling •i gravel backfill for drains. The filter cloth shall lapped a nimum of one foot at all Luc-e longitudinal and tranvers joint Iny cloth that is punctured or :o a damaged shall be repaired tc t atisfaction of the Engineer at no we :d l additional cost to the State. f 1 ow' ^f out Filter cloth will be easu_ed by square yard in the roll of =? to material actually asp in the underdrain tr ch. faces. Wo th, The uni+_ cor. ct price per square yard fo "Filter Cloth for Dnderdrain" ,all be fall compensation for all labor, + ools, eon:pmer.t and saA�otb s necessary for cr incidental to the cons _ ction of the =ent a fil+_Pras specified. 11 I1. 4 FURNISHING AND JACKING STFEI CASING 24 INCH IIAbLTER vatiot Steel casing shall be furnished and installed in accordance with the c ntt plans at the location staked by the Eraineer. That portion of the pally casing located in new eallartmer.t shall be placed in accordance v_th ands section 7-02. 3 of the standard specifications. The remairing portion, located under the existing -oalway embankmen- shall be installed by jacking, augering, or combination of bott �a methods in accordance with these special provisions. The pipe shall sat idt be installed to preclude interference with highway traffic or damage -e to the traveled lams and shoulders. Frior to installation, the wed Contractor shall submit an aotline cf his constructier_ procedures to the Engineer. She procedures shall include the following requireper.ts for a jacking aLd pit plan: 1. Plar view and elevation vier shall show the following: �wi A. Dimension of pia. or B. Shcr�ng, bracing, struts, talers or sheet pile. C. Size and type of casing. only 2. The proposed method of jacking the casing shall show the following : ' ena, A . The jacking system. lib B. A detail of the separator-cushion at the end of the casing -O0 On against which the jacking force will be applied. C. The support system behind the jack. D. The support system under the jack and bottom of pit. sh a Iri SP 161 JOOIT, BLVD. TO 28TH ENE. S. TRUCK CLIMPING LYRE 82V2a1 101 storage or placement, shall the materials to exposed to sunk more than 40 hours. ght for r O ckS e voi49 The trench shall be excavated to the line , grade and width Shown wQd` 1 the plans or designated by the Engineer. The sides and bottom of try maximal trench shall be cleared of any sticks, rocks or sharp protrussons. =k shah The filter cloth shall be placed in the trench immediately prior to pipe placement and/or backfillinq with gravel backfill for drains. The filter cloth shall be lapped a minimum of one foot at all_ ructed longitudinal and tranverse joints. Any cloth that is + to onp the t punctured o- r, d wq damaged shall be repaired to h_ satisfaction of he Engineer at no _1.. additional cost to the State. flow, of one Filter cloth will be measured by the square yard in the roll of 'r' to material actually used in the underdrain trench. fs--es ° the The unit contract " price per square yard for Filter Cloth for Underdrain" shall be full compensation for all labor, tools, equipment and materials necessary for cr incidental to the construction of the ,cent a bl filter cloth as specified. all. FURNISHING AND JACKING STEEL CASING 24 INCH 1IA8ETER avat,o't Steel casing shall be furnished and installed in accordance with the '`O ate plans at the location staked by the Engineer. That portion of the all casing located in new embankment shall be placed in accordance with 'a,- Jar? section. 7-02. 3 of the standard specifications. The remair-ing portion, located under the existing roadway embankment shall be installed by jacking, augering, or combination of bot*- methods in accordance with these special provisions. The pipe shall n3 Pit be installed -to preclude interference with highway traffic or damage s to .reedd t the traveled lanes and shoulders. Frior to installation, the t�D Contractor shall submit an outline of his construction_ procedures to the Engineer. She procedures shall include the followinq requireper.ts for a jacking and pit plan_: °r t 1 . Plar. view and elevation view shall show the following: a, �� rit.t A. Dimension of pit. B. Shoring, bracing, struts, walers or sheet pile. °L C. Size and type of casing. 2. The proposed method of jacking the casing shall show the 3 only following: br 'fai A . The jacking system. fabrc B. A detail of the separater-cushion at the end of the casing `ions' against which the jacking force will be applied. 140 C. The support system behind the jack. D. The support system under the jack and bottom of pit. sh a Uri SR 161 JOVITA BLVD. TO 28TH AVE. S. TRUCK CLIMBING LANE 82W201 101 1 inc `ef it plan shall be prepared by and bear the pre The shoring and jacking p P & seal and signature of a licensed professional engineer. Submittal =steel shall be made a minimum of 15 daps prior to the anticipated :hay par construction. Construction shall not begin unTovedthe then Engineers procedures and Flan drawings have been ape_ Approval by the Engineer shall nct relieve the Contractor of responsibility foi of the shoring and jacking pit eq=go r the sufficiency mat plan s. The 24 inch diameter steel casing material and specifications shall RQP conform to AST ! Designation A 53. The Contractor shall furnish pipe Sic thick enough to withstand the forces exerted by jacking cperations as Whc- well as those exerted by the earth during installation. Cor. wi, Jacking, augering and tunneling operations shall be conducted to prevent caving ahead cf the pipe which will cause voids outside the pipe . The auger head shall not proceed more than 4 inches ahead of the pipe being jacked. If the material encountered during the Ccn�ractar's operatic should make augering ahead of the casing impractical, the auger shall be wi*.hdrawn into the casing and jacking oper aticns shall precede the boring. Removal of the material frca the pits by washing or sluicing will no+. be permitted. After the casing pipe is jacked in place, -h _. ide shall be thoroughly cleaned free frcm grease, dirt, rust, moisture or other deleterious contaminants. All welding on the steel casing pipe shall be done by a certified welder. Measurement of jacking 24 inch diameter steel casing will be made ert of the complete Pi pe. Casing jacked along the slope of the inv beyond the limi`s shown shall be considered as being done for the Ccntractor's benefit and shall be at his expense. The unit contract prices per linear foot for "Steel Casing 24 In. Diameter" and per linear foct for "Jacking or Augering" shall be full compensaticn for furnishing all labor, materials, tools and equipment necessary to perform the work. Included in the work is jacking , excavating and jacking pit, disposing of excavated materials, furnishing, hauling and placing 24 inch diameter steel casing material and other work necessary to complete the installation. EWOUNTERING FOREIGN MATERIAL Additional payment will be made fcr removing foreign material that impedes the normal prcgress of jacking or boring construction to the extent that special efforts and equipment are required for the ; removal. Foreign material may include, large boulders, sumps, logs, miscellaneous debris, and other non embankment material. 1 Payment for "Encountering Foreign material" standard will be byspecifications in accordance with section force account 1-09.6 of S Jf T 1` SR 161 8 JOVITA BLVD. TO 28TH AVE. S. TRUCK CLIMBING LANE 102 82W201 including all labor, equipment, tools and materials for the special efforts mentioned herein. For the purpose of 'providing a common .he proposal for all bidders, and for that purpose only, the State has ea estimated the cost of the item of "Encountering Foreign Material" and has arbitrarily entered the amount in the bid proposal to become a on part of the total bid by the Contractor. of No additional compensation will be given for stand-by time for idle equipment used in the p jacking operation durind removal of foreign material. :11 _ ROADSIDE SEEDING pe jNov_gmbe�_�l_1981Z as ;'; Where shown in the plans or where directed by the Engineer, the Contractor shall perfcrm roadside seeding operations in accordance to with the following: Section 8-01. 3 (4) A of the standard specifications is supplemented �f by the following: _ e w g Seed ng Grass seed , of the following composition, proportion and quality shall be applied at the rate of *** 80 *** pounds per acre on all o t J areas requiring roadside seeding within the project: .de Rind and Variety of % By Minimum % Minimum �6 or Seed_in Mixture weight Pgre Seed Ge'mina*ion Pe - - -- -- Colonial Bentgrass 10 9. 80 85 .de Red Fescue 40 39. 20 90 ed he Perennial Rye 40 39. 20 90 White Dutch Clover .n• (pre-inoculated) 10 9. 80 90 li Weed Seed . 50 % max. g e -S .S Inert and Other Crop 1. 50 % max. .31 9 ------------ ;y TOTAL 100% :at Section 8-01. 3 (4) B of the standard specifications is supplemented he,4 by the following: h e .c Fertilizer The Contractor shall apply sufficient quantities of fertilizer to supply the following amounts of nutrients: :n t= ns' SR 161 g JOVITA BLVD. TO 28TH AVE. S. M TRUCK CLIMBING LANE 82W201 103 Aft A jmrPLIC �stab PERT AP OR ATION R Department of S8 P.O. Box 81410 Seattle, WA 98108 Telephone: 233-2349 Attention: District Utilities Engineer APPLICANT PLEASE PRIM OR TYPE ALL INF'ORMTION APPLICATION IS ❑ UTILITY PERMIT UTILITY FRANCHISE IFORANCHISEFEAMENDMEN00 HEREBY MADE FEE FOR A: a GENERAL PERMIT a FRAM HISE CONSOLIDATION FRANCHISEFEEN W L.00 NO FEE FEE Intended use of State Right of Way is to construct, operate and maintain a, 42" steel scorri drain grossing S2-405 at NP 7.60. STATE ROUTE NO. SR-405 COUNTY Kin; AT MILE POST 7, K /or/FROM MILE POST TO MILE POST BEGINNING IN THE S11 � OF THE SE 4 OF SEC. 2Q TOWNSHIP 24 NORTH- RANGE WEST EAST W.M. ENDING IN THE OF THE Il OF SEC. TOWNSHIP NORTH; RANGE WEST EAST W.M. Fees in the amount of $ i+0 FEE are paid herewith to defray the basic administrative expense incident to the processing of this application according to WAC 468-34 and RCW 47.32, and the applicant further promises to pay additional amounts as shall be billed, if any, in reimbursement of the actual costs of the Department investigation of the application. Checks are to be made payable to "Washington State Department of Transportation." The undersigned submits said application and accepts the conditions as set forth. Dated this day of 19 APPLICANT AUTHORIZED SIGNATURE TITLE C i ty of 'enton APPLICANT (Owner, Utility, etc.) REPRESENTATIVE 200 Mil l "Nenue Sou-Sou-1-1 ADDRESS ADDRESS lemon, : ashinjton 984155 CITY - STATE - ZIP CODE CITY - STATE - ZIP CODE TELEPHONE TELEPHONE SEE REVERSE SIDE FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION REQUIRD ON SEPARATE SHEETS: � r A. General Permit (access, driveways, etc.) 1. Site Plan showing access location and development of site. (All except farm or private residence) 2. Vehicle trip generation (for commercial and multiple residence) 3. Land use restrictions or stipulations, if any, and agency involved. 4. Drainage (plan with calculations required) 5. Landscape plan (if local agency requirement) B. Utility Permits and Franchises 1. Plan and Profile (on state R/W plans if available) 2. Casings (length, size, material, wall thickness, roadway cross section) FOR DEPARTMENTAL USE Engineer's/Supervisor's Report. Reviewed in field this day of 19 Comments: Signature Engineer/Supervisor PD1-058 Y&WWWOgtol State APPLICATION FOR WI/ Do"b.wmd of Tlrarnportation PERMIT OR FRANCHISE P.O. Box 81410 Seattle, WA 98108 Telephone: 233-2349 Attention: District Utilities Engineer APPLICANT PLEASE PRINT OR TYPE ALL INFORMATION APPLICATION IS UTILITY PERMIT UTILITY FRANCHISE FRANCHISE AMENDMENT HEREBY MADE FEE $35.00 FEE $ 150.00 NO. ;FEE $100.00 FOR A: GENERAL PERMIT a FEE FRANCHISE CONSOLIDATION a FRANCHISE FEERENEWAL .00 NO FEE Intended use of State Right of Way is to construct, operate and maintain a, 42" steel scorn drain C-rossing SR-405 at NP 7.60. STATE ROUTE NO. S?-405 COUNTY Kin AT MILE POST 7,06 /or/FROM MILE POST TO MILE POST BEGINNING IN THE S11 j OF THE SE j OF SEC, 29 TOWNSHIP 24 NORTH, RANGE S WEST EAST W.M_s ENDING IN THE j OF THE j OF SEC. TOWNSHIP NORTH; RANGE WEST EAST W.M� Fees in the amount of $ NO FEE are paid herewith to defray the basic administrative expense incident to the processing of this application according to WAC 468-34 and RCW 47.32, and the applicant further promises to pay additional amounts as shall be billed, if any, in reimbursement of the actual costs of the Department investigation of the application. Checks are to be made payable to "Washington State Department of Transportation." The undersigned submits said application and accepts the conditions as set forth. Dated this day of 19 APPLICANT AUTHORIZED SIGNATURE TITLE City of ?enton APPLICANT (Owner, Utility, etc.) REPRESENTATIVE 200 "ii l l Avenue South ADDRESS ADDRESS ; enton, :-'3shin]:on 9,,055 CITY - STATE - ZIP CODE CITY - STATE - ZIP CODE 235-2631 TELEPHONE TELEPHONE SEE REVERSE SIDE FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION REQUIS ON SEPARATE SHEETS: A. General Permit (access, driveways, etc.) 1. Site Plan showing access location and development of site. (All except farm or private residence) 2. Vehicle trip generation (for commercial and multiple residence) 3. Land use restrictions or stipulations, if any, and agency involved. 4. Drainage (plan with calculations required) 5. Landscape plan (if local agency requirement) H. Utility Permits and Franchises 1. Plan and Profile (on state R/W plans if available) 2. Casings (length, size, material, wall thickness, roadway cross section) FOR DEPARTMENTAL USE Engineer's/Supervisor's Report. Reviewed in field this day of 19 Comments: Signature Engineer/Supervisor PD1-058 206/475-8888 Manufacturers of Seattle, 2061623-7772 Concrete Sewerand PCC;f4^ r-�``"'— y ", r -,eyr;s- r CulvertPipe- Precast Manholes- P.O.Box9156 Tacoma,WA98409 Low Hood Pressure Pipe- Transformer Vaults- Specialty/tems- Precast and • Prestressed Concrete r MATERIAL SOURCES PLANT DRYCAST: CONFORMING ASTM Std. SUPPLIER Cement-Type I-II C 150 Kaiser Cement, Seattle Flyash C 618 Pozzolanic NW, Centralia 3/8" Washed Rock C 33 NW Aggregates #B-58 Steilacoom Building Sand C 33 NW Aggregates #B-58 Steilacoom Minus 50 Sand C 33 NW Aggregates #B-58 Steilacoom Reinforcing Wire A 496 Davis Walker, Kent, Wa. Rubber Gaskets C 443 & C 361 Best Fitt Co. Everett, Wa. PRECAST: Cement-Type III LA C 150 Kaiser Cement, Seattle, Wa. 3/4" Washed Rock C 33 NW Aggregates #B-58 Steilacoom Building Sand C 33 NW Aggregates #B-58 Steilacoom WRDA 19 (Super Plasticizer) C 494 W. R. Grace Co. Redmond Daravair (Air Entraining) C 260 W. R. Grace Co. Redmond Reinforcing Mesh A 185 Davis Walker, Seattle, Wa. Reinforcing Rebar A 165 GR 60 Salmon Bay Steel Corp, Seattle Rubber Gaskets C 443 & C 361 Best Fitt Co. , Everett Sincerely Yours, AGeorTgS arich Quality Control Manager Plant Locations:4W South Orchard,Tacoma,WA/620 River Road,Rio Vista,CA 755 N.E.Columbia Blvd.,Portland,OR/8908 N.E.Highway 99,Vancouver,WA Member:Pacific Northwest Concrete Pipe Association/American Concrete Pipe Association r • • Pacific International Pipe & Engineering, Inc. 4601 S.Orchard 755 N.E.Columbia Blvd. 8908 N.E.Highway 99 620 River Road 5032 Dallas Hwy.N.W (P.O.Box 9156) (P.O.Box 11305) Vancouver,WA 98665 Rio Vista,CA (P.O. Box 5249) Tacoma,WA 98409 Portland,OR 97211 (206)574-3666(VANC) 94571 Salem,OR 97304 I (206)475.8888(TAC) (503)285.8391 (503)285.2988(PORT) (707)374-6173 (503)585.7350 (206)623.7772(SEA) Iz0'' NtAA)lko t_� Base Sections are available in various depths. Channels are provided by the contractor - - - - -1 after installation. Special knockouts or cutouts are manu- factured factured t r o order.- - - L Manhole sections are available in heights of 1' through 8'. Provisions for lifting are provided in all units. All joints are designed for use with Rubber Gaskets. Manholes conform to ASTM C-478. ti Minor Grade adjustments are made with 2"-3"-4" or 6" adjusting rings. Standard manhole steps and/or ladders are :. furnished with all units. As specified. v m= 0� I L I• ----- I -1�11- - - - - - - - a i I > I i I ` All joints I use a con- fined round rubber gasket, meeting ASTM C-443. 14L" . 1 EFFECTIVE:8.1.63 CS 1744 SR 405 Ash, Washington State Department of Transportation UTILITY PERNIlT PERMIT NO. 12885 DISTRICT NO. 1 Name and Address of Applicant: Evergreen State Construction P. 0. Box 630 Renton, Washington 98055 The Applicant, hereinafter referred to as the "Utility", having applied for a permit to construct, operate and maintain a drainage Swale from property line to existing state ditch. on a portion of State Route No. 405 in King County, Washington, the Washington State Department of Transportation or its designee, hereinafter referred to as the "Department", hereby orders that this permit be granted, subject to the terms and provisions stated upon the reverse hereof and Exhibits attached hereto and by this reference made a part hereof. Exhibit "A". Special Provisions for Permits and Franchises, Pages 1-3 Exhibit "B". Right-of-way plans entitled, "SR 405 Junction SSH Number 2-M to Junction No. 2 in Renton", page 1 Exhibit "C". Plan details, page 1 Located south of the centerline of SR 405 opposite approximate Milepost 2.20 located in the SW 4 of the NW 4 of Section 19, Township 25 North, Range 5 East, W.M. The location of the facility described above is further illustrated on the attached map designated Exhibit "B", page 1 This permit shall be void unless the work herein contemplated shall have been completed before 6/30/88 This p mit is accepted and approved by the Utility su ject to the ms and provisions as herei sei is tk- 4 UTIL DEPARTMENT F TRAN ORT ION By: tiC, By: ,� � ( Title: LITIES ENGINEER Title: Date: 7lZ2J Date: . z z _ z DOT P.—d a 84 aY A-179 • GENERAL PROVISIONS • f 3 1. This permit is subject to Chapter 47.32 RCW and/or Chapter 47.44 RCW and Chapter 468-34 WAC and amendments thereto. 2. During the progress of the work such barriers shall be erected and maintained as may be necessary or as may be directed for the protection of the traveling public; the barriers shall be property lighted at night. 3. The Utility, its successors and assigns, agrees to protect the State of Washington and save it harmless from all claims, actions or damages of every kind and description which may accrue to or be suffered by any person, persons, or property by reason of the performance of any such work, character of materials used or manner of installation, maintenance and operation, or by the occupancy of right of way by the Utility; in case any suit or action is brought against the State for damages arising out of or by reason of any of the above causes, the petitioner, its successors or assigns will, upon notice of commencement of such action, defend the same at its sole cost and expense and satisfy any judgment arising therefrom if determined adverse to the State of Washington. 4. Except as herein authorized, no excavation shall be made or obstacle placed within the limits of the State highway in such a manner as to interfere with the travel over said road. 5. If the work done under this permit interferes in any way with the drainage of the State highway, the Utility shall wholly and at its own expense make such provision as the Department may direct to take care of said drainage. 6. On completion of said work herein contemplated all rubbish and debris shall be immediately removed and the roadway and roadside shall be left neat and presentable and satisfactory to the Department. 7. All of the work herein contemplated shall be done under the supervision and to the satisfaction of the Depart- ment and the entire expense of said supervision shall be borne by the party or parties to whom this permit is issued. 8. The Department hereby reserves the right to order the change of location or the removal of any structure or structures authorized by this permit at any time, said change or removal to be made at the sole expense of the party or parties to whom this permit is issued, or their successors and assigns. 9. All such changes, reconstruction or relocation by the Utility shall be done in such manner as will cause the least interference with any of the Department's work and the Department shall in no wise be held liable for any damage to the Utility by reason of any such work bic4be Department, its agents or representatives, or by the exercise of any rights by the Department upon roads, streets, public places or structures in question. 10. This permit or privilege shall not be deemed or held to be an exclusive one and shall not prohibit the Department from granting other permits or franchise rights of like or other nature to other public or private utilities, nor shall it prevent the Department from using any of its roads, streets, or public places, or affect its right to full supervision and control over all or any part of them, none of which is hereby surrendered. 11. The Department may revoke, amend or cancel this permit or any of the provisions thereof at any time by giving written notice to the Utility. The Utility shall immediately remove all facilities from the right of way. Any facilities remaining upon the right of way 30 days after written notice of cancellation shall be removed by the State at the expense of the Utility. 12. The party or parties to whom this permit is issued shall maintain at its or their sole expense the structure or object for which this permit is granted in a condition satisfactory to the Department. 13. If the Utility enters into a contract or agreement with a contractor to perform the work provided herein to be performed by the Utility, the Utility for itself, its assigns and its successors in interest, agrees that it will not discriminate on the basis of race, color, sex, or national origin in its choice of contractors and will include all of the nondiscrimination provisions set forth in Appendix "A" from Title VI of the Civil Rights Act of 1964 and Section 162(a) of the Federal Aid Act of 1973 (23 U.S.C. 324), and as said Regulations may be amended. Breach of any of the above nondiscrimination covenants shall be cause for cancellation as herein provided. 14. Any breach of any of the conditions and requirements herein made, or failure on the part of the Utility of the permit to proceed with due diligence and in good faith after its acceptance, with construction work hereunder, shall subject this permit to cancellation as herein provided. 15. The Utility pledges that performance of routine cutting and trimming work will be accomplished in such a manner that the roadside appearance will not be disfigured. When major work is involved, or damage to roadside appearance may become significant, the holder shall secure the approval of the Department in advance of the work. r1(1T r .� SPECIAL PROVISIONS FOR Wit-- PERMITS AND FRANCHISES PermitXtFXahmse No. 12885 Applicable provisions are denoted by (X) © 1. No work provided for herein shall be performed until the Utility is granted authorization by the Department's representative: Name: Send correspondence to: Title: District Utilities Engineer Address: P.O. Box C-81410, Seattle, WA 98108 Telephone No.: For preconstruction conference call : Mr. Jim Olson, 872-6470 © 2. A copy of the permit or franchise must be on the job site,and protected from the elements,at all times during any of the construction authorized by said permit or franchise within the Department's right-of-way. ® 3. In the event any milepost, right-of-way marker, fence or guard rail is located within the limits of this project and will be disturbed during construction, these items will be carefully removed prior to construction and reset or replaced at the conclusion of construction to the satisfac- tion of the Department. All signs and traffic control devices must be maintained in operation during construction. © 4. Prior to construction,the Utility shall contact the Department's representative(listed under Special Provision Number 1)to ascertain the location of survey control monuments within the project limits. In the event any monuments will be altered, damaged or destroyed by the project, appropriate action will be taken by the Department,prior to construction,to reference or reset the monuments.Any monuments altered,damaged or destroyed by the Utility's operation will be reset or replaced by the Department at the sole expense of the Utility. ® 5. In the construction and/or maintenance of this facility,the Utility shall comply with the Manual on Uniform Traffic Control Devices for Streets and Highways. If determined necessary by the Department,the Utility shall submit a signing and traffic control plan to the Department's representa- tive for approval prior to construction or maintenance operations. ® 6. The Utility shall notify the Department's representative upon completion of the work under this permit or franchise so that a final inspection can be made and shall immediately furnish to the District Utilities Engineer a revised franchise or permit plan of the final location or relocation of its facilities if the original franchise or permit plans have been revised during the course of construction. ❑ 7. Prior to the beginning of construction, a preconstruction conference shall be held at which the Department and the Utility and his engineer, contractor, and inspector shall be present. ® 8. Should the Utility choose to perform the work outlined herein with other than its own forces, a representative of the Utility shall be present at all times while the construction is in progress unless otherwise agreed to by the Department. All contact between the Department and the Utility's contractor shall be through the representative of the Utility. Where the Utility chooses to perform the work with its own forces, it may elect to appoint one of its employees engaged in the construction as its representative. Failure to comply with this provision shall be grounds for restricting any further work by the Utility within the right-of-wW,--until said requirement is met. ❑ 9. The Utility agrees to schedule the work herein referred to and perform said work in such a manner as not to delay the Department's contractor in the performance of his contract. ❑ 10. The Utility agrees that when placing its facility within any portions of the roadbed,the trench shall be backfilled in horizontal layers not to exceed 6 inches in loose thickness,except that the layers of the top 2 feet from profile grade shall not exceed 4 inches in loose thickness. Each layer of the entire backfill shall be compacted to not less than 95 percent of the maximum density as determined by compaction control tests. The moisture content of the backfill material at the time of compaction shall be as specified by the Department. In no case will "water settling" be allowed. 11. Work shall be restricted to the hours between 9 a.m. and 3:30 p.m. and no work shall be allowed on the right-of-way Saturdays, Sundays or Holidays unless otherwise authorized by the Department. ❑ 12. It determined necessary by the Department, any or all of the excavated material shall be removed and replaced with suitable material as specified by the Department. ❑ 13. Wherever deemed necessary by the Department of Labor and Industries and/or the Department of Transportation, for the safety of the workers and the protection of the highway pavement, the sides of the trench (or excavation) shall be adequately supported to reduce the hazard to workers and prevent any damage by cracks,settlement,etc.to the pavement.No other work in the trench or excavation area will be allowed until this requirement is met. ❑ 14. Trenches shall be backfilled as soon as possible behind the laying of pipe or cable.No open trenches shall be left overnight.This includes boring or jacking pits which shall be covered with lumber or other material of sufficient strength to withstand the load of highway traffic if the pit is not to be backfilled with material each night. IEI 15. All slopes, slope treatment, top soil, ditches, pipes, etc., disturbed by this operation shall be restored to their original cross section and condition.All open trenches shall be marked by warning signs, barricades, lights and if necessary, flagmen shall be employed for the purpose of protecting the traveling public. Roadside operations shall be specified by the Department's representative. ❑ 16. Where applicable,markers shall be placed at each right-of-way line for all crossings and placed every 500 feet for longitudinal lines to include: company name, pipeline or cable identification, telephone number for contact,and the distance from the marker to the line in feet.Markers shall be placed so as to minimize interference with maintenance operations Markers shall also be placed at all changes in offset distance from right- of-way line or centerline of highway. DOT REVISED Io a ox A 215 Page 1 EXHIBIT "A" ❑ 17. In the event that construction and maintenance of the highway facility within the proximity of the utility installation becomes necessary during the period which the Utility will occupy a portion of the right-of-way,it is expressly understood that, upon request from the Department's representa- tive,the Utility will promptly identify and locate by suitable field markings any and all of their underground facilities so that the Department or its contractor can be fully apprised at all times of its precise location. ❑ 18. The shoulders, where disturbed shall be surfaced with crushed surfacing top course inches minimum compacted depth, or as directed by the Department's representative. The surface of the finished shoulder shall slope down from the edge of pavement at the rate of 0.02 foot per foot unless otherwise directed. The restored shoulder must not have any strips or sections less than 2 feet wide. The restored shoulder shall be surfaced with ❑ 19. All crossings of road intersections surfaced with oil,asphalt concrete pavement or cement concrete pavement shall be accomplished by jacking, boring, or augering the cable or pipe under the roadway, unless specifically provided for otherwise under special provision no. 21. ❑ 20. The cable or pipe shall be placed within a suitable encasement as specified on the attached exhibits. Said encasement pipe shall be jacked, bored, or augered through the highway grade with a minimum depth of 5 feet from top of casing to finished road grade and a minimum of 31n feet of depth from bottom of ditch to top of casing. ❑ 21. Open trench construction will be allowed only at those locations identified on the plan exhibits and/or listed on Exhibit(s) , with restoration to be performed as noted on the attached "Open Cut Detail," Exhibit ❑ 22. No routine maintenance of this facility will be allowed within the limited access area. ❑ 23. Routine maintenance of this facility will not be permitted from the through traffic roadways or ramps of SR and all service to this facility will be by access from ❑ 24. Bond coverage required to ensure proper compliance with all terms and conditions of said permit or franchise will be furnished by a Blank-?t Surety Bond held at Headquarters in Olympia. ❑ 25. The Utility shall provide to the Department in the amount of $ a surety bond written by a surety company authorized to do business in the State of Washington or an escrow account with a bank approved by the Department, prior to start of construction, to insure compliance with any and all of the terms and conditions of this permit or franchise.Said bond./account to remain in force for a period ending one year after date of completion of construction. ❑ 26. The Utility agrees to bury the aerial lines covered by this franchise in Scenic Classes "A" and "B", as defined on attached Exhibit either at the time of major reconstruction of the line, for that portion of line to be reconstructed,or prior to expiration of this franchise. ❑ 27. The Utility agrees to bury the aerial lines covered by this franchise in Scenic Classes "A", "AX", "B" andior "BX", as defined on attached Exhibit , at the time the pole owner buries its facility. ❑ 28. The Utility agrees to bury or relocate aerially the existing overhead lines in Scenic Classes "AX" and "BX", as defined on attached Exhibit to a location acceptable to the Department either at the time of major reconstruction of the line, for the portion of line to be reconstructed, or prior to the expiration of this franchise. The existing aerial lines may remain in their present location if acceptable to the Department. 29. The Utility agrees to be responsible for any construction 'defAciericies as a result of the roadway installation. ❑ 30. The Utility will be required to maintain one-way traffic during working hours and two-way traffic at all other times. FORM 30 (Boz t SOT o a,<_ << ,� Page 2 EXHIBIT A l Y SPECIAL PROVISIONS FOR PERMITS AND FRANCHISES (continued) 31. The Utility/Grantee, its successors and assigns, agrees to State of Washington, its officers and employees and save them harmless from all claims, actions or damages of every kind and description which may accrue to or be suffered by any person, persons, or property by reason of the acts or omissions of the Utility/- Grantee, its assigns , agents, contractors, licensees, employees or any person whomsoever, in connection with Utility's/Grantee's, its assigns' , agents ' , con- tractors ' , licensees ' or employees ' construction, installation, maintenance operation, use or occupancy of the right of way or in the exercise of this oper- ation, use or occupancy of the right of way in the exercise of this agreement. In case any suit or action is brought against the State of Washington, its officers and employees arising out of or by reason of any of the above causes, .the Utility/Grantee, its successors or assigns will , upon notice of such action, defend the same at its sole cost and expense and satisfy any judgement against the State of Washington, its officers, or employees: PROVIDED, that if the claims or damages are caused by or result from the concurrent negligence of (a) the State of Washington' s agents or employees and (b) the Utility/Grantee or Utility's/Grantee's agents or employees, and involves those actions covered by RCW 4.24.115, this indemnity provision shall be valid and enforceable only to the extent of the negligence of the Utility/Grantee or the Utility's/Grantee's agents or emplyees. The Utility/Grantee, and on behalf of its assigns , agents, licensees , contractors and employees agrees to waive any claims for losses, expenses, damages or lost revenues incurred by it or its agent, contractors, licensees , employees or cus- tomers in connection with Utility's/Grantees's, its assigns' , agents' , contractors' , licensees' or employees ' construction, installation, maintenance, operation, use or occupancy of the right of way or in the exercise of this agreement against the State of Washington, its agents or employees except the reasonable costs of repair to property resulting from the negligent injury or damage to Utility's/- Grantee's property by ,the State of Washington, its agents, contractors or employees. 32. No lane closures shall be allowed except as approved by the Department repre- sentative. 33. All slopes must be seeded and protected from erosion until vegetation is re- established. 34. All slopes, slope treatment, top soil , ditches, pipes , etc. , disturbed by this operation shall be restored to their original cross-section and condition. All hazards shall be marked by warning signs, barricades and lights. If necessary, flagmen shall be employed for the purpose of protecting the traveling public. EXHIBIT "A" Page 3 PERMIT 12885 LEGEND T. N•R,5E.WM• �, -�_ `�`� �, ,' e -n ,<._ -- .� .t�,.. ° �� S•• 1 1 �� IOENT CAL POINT /h ,e•• •�•w I '�r.� .w I w Acct ssTo Be Prohlbl 7fxa .,,,., �,�, _, ^. _,.: . , ' __ - , r R' oweJL fed 56n • rjp(� / 7-- See Shsat 4 for CS�Z : s ll_Ayr frIP Numbers I-Go7" u S �L..i 1t• \.. Y ' /_ 5�-�RoO t�.T`'�.'T"' 4 T 6 5 4 a L t p Con4inuation of R/W Sc- S�hsat 4 t10S•��os-s - �_ L'11fi3 _ GSec qt I � ' 7 -t-OJL251Q 9 e: t IN 1 503 Y wx ►+Tsh� a*4T - I NW 4 Nfi�4- -- f 11� `5 �' la \z 1 5: i Ne ' _ - Eee. i9 So Z.0 + 9TH AVIE. ,'50. CDOrdin U System Used _ "JaS 1 x t �' --- _- - _ .. e'79 '; t7 S\ • � Z �- - - - So 60.ot 30' i�� aoJ1 I rr tT is rt I 4T e7 '° rl -- '� z `ol II I_ •s e" aa' .' f +o ? I 3 t e n Ieg. c IS Iz II io 9 a T s a 2 �_ T G S o I I Se aq �d - __- �. � ii j!K• Is 0'�\O _ I .i �, al - __ .zo ne� IT G' t t III Ed' 2 1\ to ¢e- w st a a 3 Lt to l� h►. Sr s9 "• :1 Ire;]e _ la• 4 l', S 1 QI 0 o I-508 ( 5� r zl z z] zs tc tr zs all 30 u1�� L4 L 1 •`'L ,~je I `�9 t4 54 SS �: sa Y r-- - s /, G • ILL ,t �]�- V e- L, 26 LT ZD n 30 31 32 3a JS 3r• 31 3a 3! 40 - ' 1 T 53 � '^� � • K. `49 S\ 5L _ _- •'� r O _� St 5't ; v. 3z LL LI t �i I 1t � - ._ a� = all' - - _ _ - - - ao' r,nx9 60 ------- - 9 Ct --- ~ 1 Itng At SAS ',� _ GOR Ut1 04 - - a� 4), S 4�� --- -- +l TH Pt`. O 't�S. ISO'M ST•.) i j7 ,s ]9 y _f1p- to o°toI I b y I a ai a' 1-JIZ 49'g l v _/sYm.r sr... ii...i/ i 1 2 I T �• I wl tS;E, =4 � a0 _ r _ se - . so p I Sac _- _ Ir.A•5 e T 6 5 +e jI i ��^`' �, ya;]S •6 i ' � H3e__ ~s p �I I u � � I we. I'SL 0j S Sdc.l E 4 ' to p �• - 11 tI 1p 9 QI 1 t' ,O ]\ I��L _ 2-1 -S �I �'� t� Id ' ZO :9 1 ;,i4 IS l4 of I IL I It x n\I 9 S 7/1�G 5 4 .J L I� { 2 r 1I+ ,� 0 48`3 `' I 1 Stl3 ti 1-511 ' rn 19 le IT I� 14 Is IL n to $: I e _* 6Z Gi I i$ p. -'�-=iI-� ♦ a• � _ y a � + � ,9• o� t rel - _ _ 4 C. I L0•l9 _ .] by �' -.� '^ .. �, I- IS w ,•,,.. '^ � is rrS 'e.aa ,I � S+ I, ZI0 c � • u Q. tt• L4 t3 R S +< ��•_ - / o` a l c I'S1 1 d + ' ZS t. _ 5 �'4 55 '� r 1 3� 6 r•7 p1N s w _ ° L '4- I'7 40 0 Q o LI 23 I F 2T 27I k 31 13S I� 7 3EI ' • I p T l I t ?II .� - =50_\5 _ 413 z' .r I 2 ZL L3 L4 I 6 T zs 29 ]O13! �32 731Yi S 34 3E 3 ' * �IW t. �9% h• i 1 ' I I 3\ ]0 _ • e•� ATI '1-500 55 • j �I]� -.__ .. - .. _ _ I t9219518 I s _ ^ !n I I I !�+ 7�- �'rd C 4' l -10 AVE_SG- ------ --- -- - £�"'1 I 1 4Q qI e�o: , .90' '--����e-� I ' '•� '^ N� i -el'� S' ,n s•cBL� ,�� i-�----- �r+ - ------ -�-- ----i--- ---- $ ,.. 1 1 39 ,c \ c QS .�' E4y I I L NE < (so 15oT}iPt.) OL Llnt:� - ^ Sj Y1 •y-=� - - FIN-, 3 3; t-Aso, 6 5 3, ]o ,s cr-t"r A�9 �, �/ t I I OS iNG I __ m _ or I 1 E! "I? ja q 181Aq a , O'' r23'-`� 1 i 1 I ❑ 5Z 1 . N �`b I-5 t'� �I 9La S41 S 49E gin: N •'/ i�c� - �l ] o '+ ! s3ej 5 O: C al. I" Sty ctl o. l#g� o 3 ' sa �N u 9�0 �ZDL 1 a nip® NI - 1 9 ^..t>� V a�EMIf•5 ���`• - 1 I _S�L2 .��Z I ,� I ° / f ^' -' \fit+5 I e 5 9�W 9!ps. or.a9 nb\ 4 t]� u ��- . ' i.:• wS ,'t,' S t+p ! 3.. I 1 C� '{{� .�9,E � � 1- i 1 ,]o y 81 T �i•SaP.'1 ]c hl ' •,00 1.4� ��) 'q.L.Ptl9•�''�:`.�.i"� 1 jay -;9 96p' II I L933 `na(i115 y76,0 10 \ I /// 45 '�•' vlp Q 0 �2'�. Ng4•i 0 I2'•, 1'E r-1 a� �� '�� 9S,`� OT � I.4T9 O =� v' eAsi Owl Is 1 I + .tom 1 I.5 46 4L $IT g p0. 1� q t0.0 E i r a e-q 4 R40a1 I I(� LI �•` ••: s I Leo .];- SCR 01 w , 471 . i' av^ 3 t` '.�• t/ ,v0 \ 9�a G � r 54 r1-e. 2si1o. 0 ] Z� R05IN � O o1 pF _ i ; 4p ~ PERMIT �' I 4. ;: 21^ (/ I'4T3 t~^ .49 1 10 's-- N• uiuij/n nano _ u s - J-I N I I 14 63 w{ \•• ram+?�. "I I '- 55y 39 ; 44 I"13`16.1 zn �• I - I-477 I �,9 ZS Z ul I _ Ij 1 -I � 1T3 `2$6) i4 nl vr' '.':::_ '. � 's. iF' _ rl 1 vcr r`Lc y'-- ITI+33.4 J lip ..� �r ✓/>, Q• zd 43 cr ' IF'.J •^Ng,�q- 1 / 1 i '•,eyOR3TRUCno I 1 ` w L ] . Off+ ,:VZ3 I-474 ( S I So.iSIST.PL EXHIBIT ' ' PERMIT Z 3T T7t+33.57 1 I _Z 1-12]21 _. � _ _, ...- I� I I a a .- \�1 � 01 1 1 j Q - J 2 1 w 2 I-i'324 39 .1T Iftl l l► P •K l I �, r 62 ` 1 o' M I a 4S SG Y I-r23 L2 Il23Z3` ,l0 ' 5' I 1 zn.,9 a' .� :OI ' ♦ 1 I �•23 ti 41 I„c - ,. C 1 r II}. ]5 :W !y ,s Z3 3f�a I� Q L5 O�, - e r (� I• r r / �, zz > I 3 Q, I I I -f,,y/ ,�!� `542 1-5434� � d `� PERMIT 1 8 8 S I > 0 Q 3 K 7D ❑ .10 �, "- �.. 1 -1(•. ,oa9L. J \' '.,� IQt L3 1-1232 34 �_ I- � I ,1 Isl . to = ,Yi 1 J '�'i `24 y :I� 1"' s 25 34 ;Ij� 14- Q + I I Q. 39� ��_. i ►� � i 11 cob L �I WR t7Et IN0U15 MENT QI 'lzi ' I I-535 1 T ,h nt7: ;� PAGE £. . pp d Z I I 25 TO CITY OF R£NTONx :'Z x L6.. _.. .33 C7..�' , I 35 I 1 SS , I``I 222.04 w✓ lel•zT 1`` �, I I "�• C : 11 1 NT92.uOG 57 _b �Oe• ,','t r� li 1 31 L7 h� L9 14' I I �. F UU - ll 119 ;ELStS.]7J C3 18 ,nl 9 a =� i E E93.-,.6 �-e LC...�� t� 1 1 ti Nw:...wd _ i I L7 Gov'+ t 4- b ZS N 1561 H 15 + ' "- , I 30 I 33 .I , 1 z s. I I « ersoo / • , t-463, ••- I , I I - 4 c I-5'� Jt• ,rax'al'w ' 1 I , �zts-s] .I ' I O i I .e 2� I g• 5 r1 - ` 5397' L 1 90 0 G 7v If Q Q•Q' f !. - •!ice :�0.:5- 1 0 M - . ' s e(.O' zz z• - +3�S i +- 1 ,� 4INTON Not¢ This Sheat supersedes tin. ICG«9S 1 0• ' `° z_ �=50.153RD.ST i - J --- ---- ---- -- --- --- - _ - ----- I sheets o f 9a t ti f R I 3L' ti • -_ ___-__ _ 1 d�' 1 9057 INTERCHANGE 99fPI-11Of--ma 2°9 o R I-536 53 a �+°' 1 of -- - -N99 45 306 La P qo os' cn aPProved Sept. 10,19ST•" '` J f, I ` 9 �-;0 _ '' N ' 1� ¢ LSL.TI 4 91 '� Notes:EF:rlln t• -` . �- - eT L ; I I LI 7 \� s6 J1 \> g s DRAINAGE SWALE `�M.P. 2.20 - -- -- '- - -- ^a:xaa'" .. m _ -`� w Wt '\> SR _ 1/4 5W Y4 /1 ' ' P.I. NORTH EAST G eG `¢e:19_:__ _ __ __ --•- T --°.r +--\ I zua+ewn r. 0. I 1 r I 70 * 1-531 ' ,j,N W Y4 SE Y4 1CT.SSN 110.1rd�TO JCT.t•SN NO. 2 IN l91TON .AR Tti•GLG 1E3AOO.04 113T4,�iI.101 44 t2.' ----- _ -551 - _ i I Z LL S0 R�� 53 g 4S i ac.l9 KMO GOUMT IAIIJ<2.452 762,110.46;1.574957. 9•t7 ---- P.= , . Allftr•e1.2 28z,447.16 1,5T 30SOa5L'L -- RIGHT OF WAY 1 L T9•+LZ 83 132.1( 1ST4 75359 SZ r `�' parr E 8g 0.4= I I �. 7O P.0 R 2�►A3 a nu all r wgect to c+a qa gta•IG6.95 to bta. .99.00 •R9 SO o I 4EE 9 n r Pvv�se.nnl vewe cure x �+a nma AL tl•942 783 .09 1575.01 1.744 4G'03' .. - - __"_ S U A. P.o V sno rA conudl the d/c,r an on ew n rr00. REL114QU13HMEN� _ - - - , the Deosml"d Twdowrmm..OWrnoe WASHINGTON STATE HKWWAT COwuypM AL IrT•lad 1E3.6144z 575,159. T.r•30 36roo . 159.E 1 s z lz.s To uTY of RENTo.+ M AI{H LINE a5•e2� T93,GZ67G 11.575�31,591 BIaY1' JG 59.E 13T.3 22G.6 Saa s+.af 4 for Cent,nueTien - A�aa �•rv�" s uulon erm.i un � T ae,eAn NOTE: C- l- L A see P/en 5,lia :., L;�.�fed or aL, .n..n-Se•e+ rz r7 eYw, ,.t.sr.rw•Tp sw/7s.�o O / Access A3._R=,9' O RLA OLSE•ISD 63.SG946 1575750" 39.58' L4100 ; L7ab I 86.8 166.5 1 Pt •+aa+ •^sacr`.^r+ •.533+e •J.S65S- „ OL92!54J 7e3L27.9! LSS03423149'S8 1 13'00 1440.b L05.4 Sb4.4 P lr••.�sro^ I ]i5'••.'l•'.'w+.•rru I /VOTE Fei' Qwners ht s See Shoe>` No. /O I•`• Lon�r •ai+95'6 z•'•4•w.^•�M tlttw 7r•.r�<�oe.o„�+.oterd.lr•+•Si will, 361- ` OR 4 MSO leL4i096 1.572,4i.�,).%.4C1]6'30- IZ'00' 1 44T.3 1 7G.1 33E.4 - {�` t r t•-s• '-S N IRr cat.xr.nZa.,cuncet••s.o.+.•�.,L.�G Iq�z (:C/ RNl ote.�= -?Yofi{a 5!F-�i s.rec .4deaG lurnoect l,nti<rcl.nq...eh,wenK leC- IORb•27.3 I .1 7 5 I13.13 6r00' 953.0 110.E L20. ,,_� ,s, yys��,-i/�,-,•, � all - Le:f!erL4-6x. 3•ti9 ,h ,04•a3.1!o199!~eGRe,reenEFRPa.O.nes, RI.SORR•9LG 7S 9tia9 ISTLOL524 4T'24' 12'00' 417.5 207.G 395.0 -• - o �. Qom. E...ay x e �Q oc fs- s o s xe A /' :1 MS•76.0 7 1Ta17 IS16397.9 5'L8' 0 11460.0 547. I 1093.3 - j -is +-�•-' .• �..'r->,-o„ 'eqx eo. .� •..,rx.-�, �,. �>I.o°••,.••.�,,,_ Aeeee o..cel -T-onus a,. o.^..•e ete:se� I.,+..�.ow s �'f•� •• •• ^• s-� 49 0{• -e �= ,s Oa.aesA�«.,ear••e.ae.e...NW 9w.R.o+ anww •�.•�Oct 71,;4 FtX7•71.1 isL,S000GiI.S'S229pL 9o'oa3o 1930 Z93.8 -7e�. 4�.vr a. .wd ..dsl ,_r-.....� ... Pe ,.. ..- z.. s.a +z..s.,a a 1,,,. G„w.aesz6x d-23-T1 1br.sbe�clewr.e11.4,az,ra.nrLAo.USRr,sa_ooe.00z.,]na:on.mz ass fNEIT d 10 11t07t L94.1 461.8 I:.rra. s2 s-H's-tees; +6•sQ, r�_e . �n.ceL `+! '"='6 SAT -� - - sue_ - 13 --- as 10 ITCL.•f _I 15.0 0 r � nw rtl - --- d`- _:z, •eaT:= =' _- -I•SI_I ea,,,_3,7 9i +GJ 6G.G 108.9 ,u r,. A'r 1 S�BSGOUENT APPgpygL T` nn+ .cn Crnl lealnr ! tR-.Kell. AN /---W 1710 0 t / z Ne ti c W W6 1110 CA► rAuwm Cava lee Von AOm smar arnot 4 05 r rwC'Orlrrr)P � ry`/FNC9 z m New GRA55 11I`WALE \ /�/ g• R Gz A9rf'ALJO J1�LT ar � � m &-x:^'o S'1:!m.fraxO WITH 31 SIDS 51?P_S U / ° �JZ - SmRe:afW461 5x1fr. \ �F• Ci DES11 OIL IWfIIFR 5fPARA1DiP C.B F 1zo 0 Cc h N_ rrJ I 'L .• ' N Y OUrFAL L ? eX/5T/NG •�' .;,�_� _� iU w E�pGE Sip / °. 8•rnr tsz? r; -s-- r _, " �o Z z ° `�. 4P ° r tier'$lrE r R v *51IrIG (1• Ih -� f-,WATCH RISTING PAVEMENT I 'r } I ,I 4 •^ Z" °° f •` ` / lu?rrcrkl R E N T,0 N J �!..'^.._ W— .� d3. 3✓ m m � is.':�J. VICINITY MAP Ali\ Q _ STORM LM BRADIN6 NOTES • ` 1/1�V\�,,a`� 1. all,Oc`1,5.'P Y:o wTE:.IaLS Sw,3E IN ACCMMCE V:Tw THE C:TY Or PIKTON Se ICIr 1CA1:7:S. / t. AIL LaLTIO':,Or Er;STI S 157M-ES SH L E AEPRO1:P-!E an:.IT SNaLL BE THE I,��� s��_/ E+h B7Nv1358 / \ / THERE r THE ce r.cac7e:TO rz:r rwE E,+cr Ln,r:gn re.vo:o D+s:e Z aS a T0P/8.09 o cua.ccl. (m mt L 011/ O �' D. all DI St;:-ED S:rCa(CS SHaL1 BE SE FOE7 TO T^iGH w:.ROY GRASS L::LE:S O:+Ei 3=• wA1ER SL.N9R0T0R w'' /PQ luSsuo:•srrR':ilo1:Ca.:.OL.gAWIRES ARE E•PLD•fo. Z r PER?EMIL 1 / .�q% \ / A. CATCH BAS:NJ"BE TYPE I-C(-.4 1917)MILM OTHER.:SE ICTEO. Q U /] �X/5Tl�'��d N L = � is• urul u$Ir>z;rrs To BE IN.(_o;^.H[E.:TH sTa,y:o P.<::r...B.�.:ISEI. a t \ j b. iT$NKl BE THE Rf SEyNS!Bi LITY a THE C71T FaCT05 TO E"•S:'r1 •w'THE G..;E$aVo W C e y/ / tLEvaT:o'.1 SKv.'01 THE PE 4.ARE PRECI$ELY SET IN TwE ;:ELD. / 7, unE55 OTHERs'tSr NOTED.ELEVATIONS SHONN IN PAVED AREAS ARE fa DE Pav 11.G, Q (n C C B. FT SHALL BE THE RESP"SISILlrY a TIME CON'RACTOR TO Oe1a;N STREETUSE ati L U ANY _ 7 ��e � RELATEDCONSTRUCTION -.r[D RER.Irs.R;oR ro.N, usTRucrloR Ix THE elrr RICH; .1. = ' h `) B. ENE STOP^DRA;rWE S•STEr SNaLL BE COCSTRUCTC KCDROIhG-0 THEROVEC Q aae •LaNS O I pO `C Q DEPARTH: WICH aRF ON Nil.F!LE IN THE EY.INEERIW. .- a,VEvIaTIDv F.w 7f V � \ / • V - �, V / BI 0 RCiEG PLaN1 REC.n RE Y:TTEI:a%iC':aL rrs.THE CITY OF RCNTp: J,T10N c1c V= Fx:NEECi M. F:RrrF Ni _ � a \\JTo nl.'PY PdVCMr�vT a�n NT. j �Q�"/! y 10.a COPY a TWSE APPPWEO PLANS nnT BE ON TwE JOB SITE wE,EVER C'71STR::-ION IS 3 \_ \ Cc NO orre 1 R 1-"N/0,1• 0 j in Q In PROGCESs. p K ` IT. PAR Tc a:. ( : ACT IT..nE CITY a RESTON FHGINE rR ING DEPARTMENT-nT BE CONTACTED IN APPRECONSTRa NfE-lnc. � Z ARM Ir::E LOCATIONS a EMS TI'G UT;L.T!ES-f BLE':Wralr.E-ray ava:1AM Z � O ` R[ccees aHC act SHC�a rcl Cra[ti IE.Ct. !.SMI v.:u SHa6ae ali Cs.B:• Ea "okVER:r TC,TIT 01 Lxa'!L s»] .•-rn•� a?SS: Q Z Z UTILITI[5 NO'SHLa:.SD aS TO♦v01:Dawa;E a'QIST'!RB1'.ZE. W LL MP 1809 \ t J' CC /S 03 Nx 0 !/ b W •i' J 1 / �'/ PlgH�F 1 �� � �. •C J LLI 'CLi \ P. - lac RRIIfP ?ow v ro evsr1N6 WALK Ar 12/SLOPf OR „ �, i r A??STEPS r C o. •, .� EXHIBIT PERMIT 12S8S LfGr,L O�SCR.7Jr/CN y`� 1.1 33,36.37.38 32. 21.C.D.HE[tmao'B Lr,LDgton � - PAGE 1 mad AdWILIM !at to CM q ee ty of Seattla,DI..No. $,a &rd�l�to the recorded to valmPe 1 7 of Plat; ace p 7a,In tong Co00ry.WaShinII orL:eac II that Portion SCALE:/a�10' t\ of Lou 3s..3t aa6 the oath hall of$or 37 oon0emed m Kind Cotalty � T l-I I_ SErtlerbr enorc Cave wo. =11 tar V.7-y Pavpo ' a00 eseept that BENCH MARK Cx'SE:E.101;.:RE nr mP 0/ ` clr r ' o f of lots 39,39 and the North halt 0( tot 37 conveyed to tb. CLI aN'SWN SIM of/xr � ��., / I� � •�•'M POWURRINW .m for hwa D deed rewrded ender a0d:tcr'B SM Ei re S'A.'6D BtAILE ME SW tt �1111 State o< a>sninr 6t[ y purposes y r.vven^r 17.9 UTILITIES COMMITTEE REPORT BID AWARD: - I-405 STORM DRAIN CROSSING/NORTH OF NE 44TH STREET The Utilities Committee concurs with the Public Works Department report and recommends the City Council award the contract to Robison Construction, Inc. for the referenced project in the amount of $118,420.00. Earl Clymer, Ch i man Robe Hughes, ice-Chairman Nancy Ma I ws, emb r 2J1 .O1 .11 .cep:jlm OF PUBLIC WORKS DEPARTMENT RICHARD C. HOUGHTON • DIRECTOR 00 °i MUNICIPAL BUILDING 200 MILL AVE. SO. RENTON,WASH.98055 9% 206 235-2569 ON i 9�TF0 SEPS BARBARA Y. SHINPOCH MAYOR July 1 , 1987 Earl Clymer, Chairman RECEIVED Members of the Utilities Committee J U L 2 1987 SUBJECT: I-405 STORM DRAIN CROSSING NORTH OF NE 44TH STREET CITY OF HENIuN CITY COUNCIL Dear Chairman Reed and Committee Members: The bid opening for the subject project was held June 30, 1987. A tabulation of the bids received is attached hereto. It is recommended that the low bid submitted by Robison Construction, Inc. in the amount of $118,420.00 be accepted and the contract be awarded to said contractor. Very truly yours, zdt I Richard C. Houghton Public Works Director 2J1 .01 .11 .cep:jlm 9it�: ul-iul-4T i r ----- 1 Cent :ubli, Jocks-17eeirtmenC _--_- _,:� '1 BiDate D Stem 3LMI. Dtr7dCsl111p ,. City Rmtna_. Caattacter :awactac.- --- - Csotluter ZaduArter ,.071triCiOr (.011[riCtOr � Bid Date :use :0, 1981 :oncrictor '__. _ : Victor _ :mVucor Esgtneers Estimate R08ISON CONSTRUCTION R.l. .1L1A COMPANY 4LLIED CONSTRUCTION ?APE : SONS ::NS. K.A.Z. CONSTRUCTION : L000iO :ZNS/RUCTION iWT CONSTRUCTION CONSTRUCTORS PACIFIC CONS. PAC. OLTERNATE ir�srItn airs 0eseriptioe Unit Est. Unit Est. Unit Bid Unit aid Unit Bid unit did Unit aid ��alt Sid unit aid untt aid Ustt aid Unit Bid - �' 10. 11YaL[1tY 7ueti�Y ?rare &- st prirs !rr■t ?r,r lruet C ar"'r r1 Lt_;�oynt °rl.Ce �noupt ?n� ;Le11At ?rift____ a .Mt souse 9101_ leiilitaties l+r C.. 1 OA Inr �y,/, - II - 1 em 'S�me M MAee mLJLJ___lY'LOSL`��.8 YL1L`C e�L+I-.i3,` � 1 � 00 tl _1;Ygp.00 ..p00.00 .0,}10p.00-- :0,000.00 '_0.y244.00=0,000.00 Catch Una, Type 11-120- Each 2.00 Eicf 2.00 10000.00 20,000.00 6783.00 13,566.00 4700.00 19 400.00 6000.00 12,000.00 6525.00 13,OS0.08 23000.00 46,000.00 IOM-00 :1,000.00 10000.00 20,000.00 7000.00 14,000.00 7000.00 14,000.00 O3. Steel Casing, 48" Diameter Wear foot 200.00 limmar Foot 200.00 50.00 10,000.00 84.00 16,800.00 137.00 27,400.00 20.00 4,300.00 102.00 :0,400.00 150.00 :0,000.00 120.00 24,000.00 13.00 18,600.00 100.00 20,000.00 50.00 10,000." - II 1 - 00-30,J110-00 Mo M a,ma M 7ta m 47 MQ_M 200.04 40 000 00 137 00 �L,400.00 141.04 24.400.00 427.00-35�404�00 400.00 30.000.m 00. 74" : 44" Arch Pipe Liar Foot 238.00 linear Foot 238.00 f20.00 T8,560.00 ]5.50 17,461.00 77.40 13,181.10 I85.00 44,330.00 148.50 35,343.00 100.00 23,900.00 150.00 35,100.00 3T4.00 18,A2.00 200.00 41,600.00 200.00- 47,600.00 �'t Treatment 5 06. Courts Class A3 for Neadealls Cubic Yards 3.00 Cubic Yards 3.00 200.00 600.00 900.00 2,400.00 200.00 600.00 200.00 600.00 /30.00 2,w0.00 100.DO 110014 700.00 2,I00.00 150.00 450.00 1000.00 3,000.00 1000.00 3,000.00 r AZ Crush_.....-�acia4 In Course IaLs_ r00.m Tns 100 00 13.. �' .00_-_L,IpO.m le_m l,me_v► ism 1,No_m !0 00 1 0-0.00 11.00 I;00�00 !0.00 1,000.00 500.00 25�00 Z„°�0.00 _, 08, Aspmalt Concrete Class 8 Toss 53.00 ion 53.00 100.00 5,500.00 42.00 1,410.00 40.00 3,300.00 60.00 3,300.00 10.00 3,330.00 13.00 4,125.00 90.00 4,950.00 70.00 5,830.04 60.00 3,'.00.00 60.00 3,300.00 I� 1 09• Rip►an Toss 75.00 Toss 15.00 40.00 3,000.00 25.00 1,373.00 23.00 1,375.A 12.00 100.00 27.50 2,062.50 20.00 1,500.00 25.00 1,a73.00 20.00 1,500.00 :1.00 1,375.00 25.00 1,375.00 .r - i Am SNVII iaLt silty Tow-----40 N- Tons 40.00 i.04-- i0. �20.00 10.00--400.00-- 20.00-- (S Op _-SpO,pa 1� tn -eA0.0Q �10.00 400.00 t1. t � J�-140.00 10.00 400.m ^_...ryQ-1.000.00 m JO 1,000.00 i 11. Srirel Backfill For Pipe Beddieg Toes 90.00 TO" 90.00 8.00 720.00 10.00 "0.00 15.00 I,350.00 13.00 1,:30.00 12.50 1,123.00 10.00 900.00 9.00 310.00 10.00 400.00 :S.JO 2,"-0.00 25.00 2,Mo.JO ali 1T. UAKrus 3rirel for Trench lackfill Luse Sun 1.00 Lung Su 1.00 1400.00 1,400.00 1,000.00 1,000.00 500.00 500.00 3,000.00 3,000.00 6,500.J0 6.500.00 1.000.00 1,000.00 12.00 12.D0 11,000.00 11,000.00 3,000.00 8.000.00 3,000.00 3,000.00 - aai eq 13t Iriek-aleir --- -mesa Sue 1.04- ----luep Sus---1.00- 1000.00--•-1,000.04 500.00 500.00 1,000.00-- 1.000.00 7.0.00 ,'30.•]0 50.00 ::0.00 --.-1.000.00 21000.00 2,000.00`..100.00--- :.i :01 14. fintsn isd Cleisns Lung Sum 1.00 Lung Sun 1.00 7000.00 1,000.00 29100.00 2,100.00 1.000.00 1,J00.90 DO.10 U0.4 1,.300.00 2';00.4 - :00.00 :00.00 100.00 !00.00 !,000.00 1,000.J0 7,000.4 -1;00.14 - 5,000.00 5,000.00 +i „ 15. Total Schedule S164,o00.00 $118,420.00 S120,:06.:0 31:i,:30.00 S137,330..0 -- - - 5160,0:5.00 -- floi,i37.J0 - - 4167,302.00 $2151i25.00 5200,5:5.00 2i I-405 Storm Drain Crossing SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO . QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS . DOLLARS CTS . SCHEDULE "A" 01. 1 Mobilization Lump Sum $ $ 25,000.00 $ 25 000.00 Per Lump Sum (Words) (Figures) 02. 2 Catch Basin, Type II-120" Each $ $ 10 000.00 20 000.00 Per Each 03. 200 Steel Casing, 48" Diameter Linear Foot $ $ 50.00 $ 10,000.00 Per Linear Foot 04. 200 Jacking or Augering Linear Foot $ 300.00 60 000.00 Per Linear Foot 05. 238 79" x 49" Arch Pipe Linear Foot Treatment 5 $ 120,00 23 560.00 Per Linear Foot 06. 3 Concrete Class AX for Headwalls Cubic Yards $ $ 200.00 $ 600.00 Per Cubic Yards Page - 1 I-405 Storm Drain Crossing SCHEDULE OF PRICES (NOTE: Unit prices for allitems, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "A" 07. 100 Crushed Surfacing Top Course Tons $ $ 15.00 $ 1,500.00 Per Tons (Words) (Figures) 08. 55 Asphalt Concrete Class B Tons $ $ 100.00 $ 5,500.00 Per Tons 09. 75 Riprap Tons $ $ 40.00 $ 3,000.00 Per Tons 10. 40 Gravel Backfill for Filter Tons $ $ 8.00 $ 320.00 Per Tons 11. 90 Gravel Backfill for Pipe Bedding Tons $ $ 8.00 $ 720.00 Per Tons 12. 1 Bankrun Gravel for Trench Backfill Lump Sum $ $ 7.00 $ 1,400.00 Per Lump Sum 13. 1 Brick Weir Lump Sum $ $ 1,000.00 $ 1,000.00 Per Lump Sum Page - 2 r ! I-405 Storm Drain Crossing SCHEDULE OF PRICES (NOTE: Unit prices for all-items, all extent-ions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS. SCHEDULE "A" 14. 1 Finish and Cleanup Lump Sum $ $ 7,000.00 $ 7,000.00 Per Lump Sum (Words) (Figures) Total Schedule "A" $ 164,600.00 Page - 3 Y •I-405 Storm Drain Crossing SCHEDULE OF PRICES (NOT'E: Unit prices for all-items, all extentions and total arnount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in 617ords) DOLLARS CTS . DOLLARS CTS . SCHEDULE "A" 01. 1 Mobilization Lump Sum Per Lump Sum (Words) (Figures) 02. 2 Catch Basin, Type II-120" Each $ Per Each 03. 200 Steel Casing, 48" Diameter Linear Foot $ Per Linear Foot 04. 200 Jacking or Augering Linear Foot $ Per Linear Foot 05. 238 79" x 49" Arch Pipe Linear Foot Treatment 5 $ Per Linear Foot 06. 3 Concrete Class AX for Headwalls Cubic Yards Per Cubic Yards Page - 1 0I-405 Storm Drain Crossing SCHEDULE OF PRICES (NOTE: Unit prices for all-items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS . DOLLARS CTS . SCHEDULE "A" 07. 100 Crushed Surfacing Top Course Tons Per Tons (Words) (Figures) 08. 55 Asphalt Concrete Class B Tons Per Tons 09. 75 Riprap Tons Per Tons 10. 40 Gravel Backfill for Filter Tons Per Tons 11. 90 Gravel Backfill for Pipe Bedding Tons Per Tons 12. 1 Bankrun Gravel for Trench Backfill Lump Sum Per Lump Sum 13. 1 Brick Weir Lump Sum Per Lump Sum Page - 2 I-405 Storm Drain Crossing SCHEDULE OF PRICES (NOTE: Unit prices for all items, all extentions and total amount of bid must be shown. Show unit prices in both words and figures and where conflict occurs the written or typed words shall prevail.) ITEM APPROX . ITEM WITH UNIT PRICED BID UNIT PRICE AMOUNT NO. QUANTITY (Unit Prices to be Written in Words) DOLLARS CTS. DOLLARS CTS . SCHEDULE "A" 14. 1 Finish and Cleanup Lump Sum Per Lump Sum (Words) (Figures) Total Schedule "A" $ Page - 3