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HomeMy WebLinkAboutWWP272988(4) The Ohio Casualty Insurance Company 2nd Request The West American Insurance Company SEP 2 1 2005 3400 188"ST SW,Suite 635,Lynnwood, WA 98037 Telephone(425)670-1771,Fax(425)670-2149 GENERAL FORY_�TATUS INQLLIRY A R4E EST City of Renton t ,24< 1055 South Grady Way Renton,WA 98055 OCT 2 6 2005 Our Bond Number:3-740-608 Contractor: Americon,Inc. dba: TAB Enterprises Address: Maple Valley, WA Description of Contract: Central Business District Utility Replacement Project: CAG-05-031 Owner: Contract Price $ 709,109.50 Bond(s) $ Same Effective Date May 12,2005 Without prejudicing your right or affecting our liability under our bond(s)described above, we would appreciate such of the following information as is now available. It is understood that the information contained herein is furnished as a courtesy for the confidential use of the surety and is merely an expression of opinion.It is also agreed that in furnishing this Very truly yours, information,no guarantee or warranty of accuracy or correctness is made and no responsibility is assumed as a result of reliance by The io Casualty ns ance Company the surety,whether such information is furnished by the owner or by an architect or engineer as an agent of the owner. B Bond Department 1. IF CONTRACT COMPLETED, PLEASE STATE: Approximate date of completion of work(or final delivery) Approximate acceptance date Final Contract Price $ 2. IF CONTRACT UNCOMPLETED, PLEASE STATE: Approximate percentage or dollar amount of contract completed or delivered (00-0 4'0-cI is A PPe?-cx i ''0 To c=o •,�'` r^ Signature Date /y/ Z b} 200 r Title t-4ICH4 C - ,d /�.r„�v rr, / 2oTGcr PLEASE RETURN ORIGINAL OF THIS INQUIRY TO THE OHIO CASUALTY INSURANCE COMPANY PO Box 94070 Seattle,WA 98124-9470 40 CITE% OF RENTON Planning/Ruilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator May 26, 2005 Lois Clubrecht Wolf/Majeskey/Rapp PO Box 2984 Spokane, WA 99220 SUBJECT: BOND DOCUMENTS RETURNED Dear Lois Clubrecht: Per your request, we are returning the unused bond originals. Thank you for your assistance. If you have any questions, please call me at 425-430-7206. Sincerely, Mike Benoit Wastewater Utility Engineer Enclosure 1055 South Grady Way-Renton,Washington 98055 R E N T O N 0 This paper contains 50%recycled material.30%post consumer AHEAD OF THE CURVE ®ATE N� NE r wINITIAL/DATE CONSTRUCTION NOTICE Central Business District Utility Replacement Wells Avenue South and Williams Avenue South (South 2nd Street to South 3rd Street) The City of Renton Utility Division will be replacing and/or extending utilities in Wells Avenue South and Williams Avenue South (between South 2nd Street and South 3`d Street). Work will include replacing the sanitary sewer mains in both streets and partial replacement of the water and storm mains within the two blocks. Construction is expected to START the beginning of June 2005 and is expected to be completed in September 2005. It is anticipated that the work will begin on Williams Avenue South. Work in Williams (between South 2nd and South 3`d Streets) should be substantially completed prior to construction beginning on Wells Avenue South. Project construction is scheduled between the hours of 7:00 a.m. to 5:00 p.m. Drivers should expect delays while traveling through the construction zone. The City recommends that motorists use alternate routes. Also, the parking on the block under construction will be temporarily eliminated during work. Please use the City parking garage at South 2nd Street and Burnett Avenue South, where the first two hours of parking are free, when patronizing local businesses. Thank you in advance for your patience and cooperation during this phase of the project. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\press construction notice.doc\MABtp COLIC R ENC DATE: I I _ FIRST SA VINGS BANK OF RENTON INITIAUDATE 201 WELLSAVS ..T_ ^-1 3 itl-i RENTON, WA 98055 L'r 3 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of ou*roject to replaci the sewer, storrn and water mains within Wells Avenue South and Williams Avenue South and to thank you for your patience and understanding. The replacement of the utility mains was essential to ensure continued service to all of the businesses and residents along this corridor. The contractor, per its contract with the City, will be out of construction working days on " November 18, 2005. While the project will not be complete,the City will not extend the contract. This will result in this contractor not working on Wells Avenue South or G Williams Avenue South during the holiday season. While the construction will not be complete, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. Prior to November 18,we are working with the contractor to complete as much work as possible. Work on Williams Avenue South is complete with the exception of the final asphalt paving of the road and vomrd&restoratio c b, Pia -6-nne or sidewal ). I On Wells Avenue South, we still-have to ake inictiot e new 12�"water 4 main to our existing water system,transfer the water services from the old main to the new main, complete the storm sewer installation, complete permanent asphalt patches, final asphalt paving of the road, and complete the concrete restoration. The contractor plans to have everything completed with the exception of the final asphalt paving-of ti- road and concrete restoration. The final asphalt will be scheduled into the City's road maintenance overlay project next summer. Any other work not completed will be done in cooperation with our City maintenance workers. It is the City's intent to not perform any construction between Thanksgiving and the first of the year, except to maintain the existing temporary paving or other related minor work. If you have any questions regarding the City's plan for this work,p ase contact the ity's Project Mana er, Mike Benoit at 425-430-7�06. - 0 o , 4� � t aA INITIALMATE CONSTRUCTION UPD Tr ---- CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete,the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for earjy spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\W WP-WasteWater\W WP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 2.doc\MABtp CBD Utility Replacement Update Business Name _ Address City State Zip FIRST SAVINGS BANK OF RENTON _ 1201 WELLS AV S RENTON WA 98055 THE GIANTS CAUSEWAY_ 201 WILLIAMS AV S RENTON WA 98055 PARKER PAINT 1206 WELLS AV S RENTON WA 98055 SAVREN SERVICE CORPORATION 207 WELLS AV S RENTON WA 98055 DOWNTOWN RENTON ANTIQUE MALL 210 WELLS AV S RENTON WA 98055 CHRISTIAN SCIENCE READING ROOM _ 212 WELLS AV S RENTON WA 98055 TEE'S BEAUTY SALON ;212 WELLS AV S #106 RENTON WA 98055 AFFORDABLE DOCUMENTS 212 WELLS AV S #107 RENTON WA 98055 NUTRI-LIFE NORTHWEST '212 WELLS AV S #B RENTON WA 98055 H R HARTING CONSULTING ENG 212 WELLS AV S #F RENTON WA 98055 INDEPENDENT INDUSTRIES 212 WELLS AV S #101 RENTON WA 98055 D & B MOTORS 212 WELLS AVE S #A RENTON WA 98055 PRUDENTIA CONSULTING LLC 212 WELLS AVE S #A RENTON WA 98055 WILLIAMS AVE SPORTS BAR 214 WILLIAMS AV S RENTON WA 98055 WHITE'S OF THE NORTHWEST ;216 B WELLS AV S RENTON WA 98055 - - -- - - -------- - 2GO SERVICES INC _ 221 WELLS AV S #101C RENTON WA 98055 EVOLVE GRAPHICS 1221 WELLS AV S #201 RENTON WA 98055 HOME CAPITAL FUNDING !221 WELLS AV S #203 RENTON WA 98055 ALLIED GROUP INC !221 WELLS AVE S #100 RENTON WA 98055 CASABYTE INC _1222 WILLIAMS AV S RENTON WA 98055 JEFF SMITH INSURANCE SERVICES _ 1222 WILLIAMS AV S RENTON WA 98055 FOCAL POINT OPTICS 222 WILLIAMS AV S _#_2_6 RENTON WA 98055 DAMIEL W COWEN RIFLESMITH 224 WELLS AV S RENTON WA 98055 RENTON COIN SHOP INC !225 WELLS AVE S RENTON WA 98055 ALLEGIANCE TELECOM OF WA INC 225 WILLIAMS AV S RENTON WA 98055 PIONEER LOAN -- 226 WELLS AV S RENTON WA 98055 A & M STAMPS LLC 229 WELLS AV S RENTON WA 98055 LAW OFFICES FRANK V DAVIDSON 229 WILLIAMS AV S RENTON WA 98055 --_- --- ------- WYMAN K DOBSON PS 229 WILLIAMS AV S RENTON WA 98055 - ST CHARLES PLACE ANTIQUES 230 WELLS AV S RENTON WA 98055 ADELINE 231 WELLS AV S RENTON WA 98055 JEAN'S BEAUTY SHOP 231 WELLS AV S RENTON WA 98055 NAILS & STUFF BY CELESTINE _ 231 WELLS AV S RENTON WA 98055 STEADMANS CELLULAR SERVICES 231 WILLIAMS AV S #200 RENTON WA 98055 BUSINESS SUPPORT GROUP INC i231 WILLIAMS AV S #202 RENTON WA 98055 A-1 LOCKSMITHS _ _ 234 1/2 WELLS AV__S___ RENTON "WA 98055 A-1 VACUUM & SERVICE I234 1/2 WELLS AV S RENTON 1.WA 98055 COMIC DEN 1234 WELLS AV S RENTON 'WA 98055 MARVELESS COMICS 1234 WELLS AV S RENTON WA 98055 WORKING TOGETHER ENTERPRISES 1236 1/2 WELLS AV S RENTON WA 98055 WILMA YVONNE POSEY 1/2 WELLS AVE S RENTON WA 98055 RENTON WESTERN WEAR ,724 S 3RD ST RENTON WA 98055 HEAR USA INC 1,800S THIRD ST RENTON WA 98055 - INTEGRATIVE WING CHUN 801 S 3RD ST RENTON WA 98055 PHO HOA RESTARUANT 1801 S 3RD ST RENTON WA J 98055 SEA_ TTLE MORTGAGE j801 S 3RD ST RENTON WA 98055 - RUBATTINO'S RESTAURANT 808 S 3RD ST RENTON WA 98055 11/7/2005 3:07 PM CBD Utility Replacement Update LA HACIENDA RESTAURANT 811 S 3RD ST RENTON WA 98055 GARLAND JEWELERS INC 814 S 3RD ST RENTON WA 98055 CHRIS WATKINS PHOTOGRAPHY 817 S 3RD ST #6 RENTON WA 98055 ROBIN ALLEN LIMP 817 S 3RD ST #9 RENTON WA 98055 FOSSUM DESIGN 817 S THIRD ST #6 RENTON WA 98055 WESTERN HOTEL 818 S 3RD ST RENTON WA 98055 AAA MORTGAGE CORPORATION 819 S 3RD ST RENTON WA 98055 WORLD ACUPUNCTURE MARTIAL ARTS 819 S 3RD ST RENTON WA 98055 ANTIQUE PALACE TOO 825 S 3RD ST RENTON WA 98055 BLACK CHOW ANTIQUES 826 S THIRD ST RENTON WA 98055 U S BANK NATIONAL ASSOCIATION 858 S 2ND ST #0021 RENTON WA 98055 CEDAR RIVER ANTIQUE MALL 916 S 3RD ST RENTON WA 98055 11/7/2005 3:07 PM 1 INTERFUND TRANSFER FORM TO: TINA HEMPHILL DATE: 06/06/2006 FROM: MIKE BENOIT, UTILITY SYSTEMS FIS DEPT. Please prepare the following cash transfer: DEBIT: W/O Function Account Number Amount Description .......... ..............._...................._- --._.._.__..._.._.....................----................_............................_._. 55290 5354 (. .._._.. _ 45405_I 5354 426.000400.018.5960 0035.65.045300__1 $3,983 69 1 Wastewater's share of expenses _....__.__ ........ _....___� _.----__.... _.. __.. __.. i-- ' � 1 CREDIT: W/O Function Account Number Amount Description ........... ._ _ _ _.._...........- .—.__ _...__..._..-------.._._.._..._....__..............._..._._..-- 65015 5354 427.000600.018.5960.0038.65.065015� $15,396.98 Water's share of expenses -- 65015 ; 5354 i 427.000600.018.5960.0038.65.065015 $3,983.69__ W_astewater's share of expenses Reason: Reimburse Surface Water for Water and Sewer's share of the CBD Utility Replacement project. Work performed by the City shops, originally charged to Surface Water. Approval Signature: Date: Note: Documentation to support this transfer request must be attached. W:\WWP-27-2988 Wells Ave S Utility Replacement\utility0l interfund transfer form.doc\ Revised 2/2005 mab PLANNING/BUILDING/ r; ♦ PUBLIC WORKS DEPARTMENT M E M O R A N D U M DATE: June 5, 2006 TO: Abdoul Gafour Ron Straka Dave Christensen FROM: Mike Benoit VJ SUBJECT: Costs for Wells/Williams Completion I have done a quick review of the information we have on the expenses for the completion of the CBD Utility Replacement Project by the shops. Ray Sled assisted by marking up the items that were water specific. As you are aware, all costs were charged to Surface Water's Account. We need to transfer funds from Water and Sewer to cover that portion of the work. My recommendation is to transfer$15,396.98 from Water to Storm and $3,983.69 from Sanitary to Storm. Storm would be responsible for$13,829.56. The breakdown is as follows: rha Item Charge Sewer Surface Water Water $11,951.05 $3,983.68 $3,983.68 $3,983.68 $12,167.98 $3,650.39 $8,517.59 fic $6,195.49 $6,195.49fic $2,895.71 $2,895.71 $33,210.23 $3,983.68 $13,829.56 $15,396.98 The transfers of funds would be from and to the accounts used previously for payment on this project. Remaining costs would include the grind and overlay, with associated work items (i.e. striping) that will be done as part of the Overlay Program this summer. Those costs would be split as was planned in the original contract. If you have any questions or concerns, please let me know by June 12, 2006. If there are no concerns, we will process the transfer. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\utility0l.doc\MABtp PLANNING/BUILDING/ , PUBLIC WORKS DEPARTMENT M E M O R A N D U M DATE: June 5, 2006 ECE1VED TO: Abdoul Gafour J(IN Ron Straka 5 20Q6 Dave Christensen (JTL1T°SV,1011 FROM: Mike Benoit W15 EMS SUBJECT: Costs for Wells/Williams Completion I have done a quick review of the information we have on the expenses for the completion of the CBD Utility Replacement Project by the shops. Ray Sled assisted by marking up the items that were water specific. As you are aware, all costs were charged to Surface Water's Account. We need to transfer funds from Water and Sewer to cover that portion of the work. My recommendation is to transfer$15,396.98 from Water to Storm and $3,983.69 from Sanitary to Storm. Storm would be responsible for$13,829.56. The breakdown is as follows: Item Item Charge Sewer Surface Water Water Asphalt $11,951.05 $3,983.68 $3,983.68 $3,983.68 Sidewalk $12,167.98 $3,650.39 $8,517.59 Storm Specific $6,195.49 $6,195.49 Water Specific $2,895.71 $2,895.71 Totals $33,210.23 $3,983.681 $13,829.56 $15,396.98 The transfers of funds would be from and to the accounts used previously for payment on this project. Remaining costs would include the grind and overlay, with associated work items (i.e. striping)that will be done as part of the Overlay Program this summer. Those costs would be split as was planned in the original contract. If you have any questions or concerns, please let me know by June 12, 2006. If there are no concerns, we will process the transfer. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\utility0l.doc\MABtp 4 Y O� PLANNING/BUILDING/ �'- + PUBLIC WORKS DEPARTMENT N O� M E M O R A N D U M DATE: October 31, 2007 TO: Gregg Zimmerman, PBPW Administrator FROM: Michael Benoit, Wastewater Utility Engineer(ext. 7206)*0 SUBJECT: Survey Contract Addendum Attached for your signature is Addendum 1 to Survey Contract CAG-07-175 for PACE Engineers, in the amount of$4,900. It has come to our attention that we have never completed the as-built drawings for the CBD Utility Construction Project(Wells/ Williams). This was the project where the City was forced to terminate the contract and complete the remaining contract work. (The contractor was not paid for the survey work they did not have completed) As PACE did the original base survey, our opinion is that they are the logical choice to utilize for the as-built information. The total contract amount, with the addendum, is still under the total amount allowed for your signature. PACE is set to complete this work over the next few weeks. The amount of the addendum will be split between the three pipe utilities. Attachments H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\gregg0l.doc\MABtp t l Vl\11Ct11.1 %-K1L'l.1LL131 (revised March 2005) STAFF NAME&EXTENSION NUMBER: Michael Benoit DIVISION/DEPARTMENT: PBPW/Utility Systems CONTRACT NUMBER: (Assigned by City Clerk Division.) CAG 07-175 TASK ORDER NUMBER: (if applicable.) CONTRACTOR: PACE Engineers PURPOSE OF CONTRACT: Survey ® 1. LEGAL REVIEW: (Attach memo from City Attorney.) Standard Addendum Form ® 2. RISK MANAGEMENT REVIEW FOR INSURANCE: Covered under original contract ❑ 3. RESPONSE TO LEGAL OR RISK MGMT CONCERNS: (Explain in writing how concerns have been met.) ® 4. INSURANCE CERTIFICATE AND/OR POLICY: Included with original contract ® 5. CITY BUSINESS LICENSE NUMBER: 005330 (Call Finance Department.) ❑ 6. ACCOUNTS PAYABLE W-9 VENDOR FORM: (If not already on file with the Finance Department, make sure the contractor completes the form and submits it to the Finance Department.) ❑ 7. PERFORMANCE BOND VERIFICATION IF PUBLIC WORK CONTRACT: (Attach memo.) ❑ 8. MEMO TO MAYOR IF COUNCIL APPROVAL NOT REQUIRED: (Explain contract purpose, budget source,work program fit, and scope of work.) ❑ 9. CHECK FEDERAL EXCLUDED PARTIES LIST (DEBARRED BIDDERS): (Access web site through RentonNet-Useful Links-Excluded Parties List System - Attach printout of search results; debarred contractors cannot be used.) ® _ 10. ATTACHED CONTRACTS ARE SIGNED BY CONTRACTOR/CONSULTANT: (If not,provide explanation.) 11. FISCAL IMPACT: (see 12.13.) A. AMOUNT BUDGETED: (LINE ITEM) 100,000 B. EXPENDITURE REQUIRED: $4,900.00 12. COUNCIL APPROVAL REQUIRED IF: (Prepare Agenda Bill;see Policy&Procedure 250-02.) A. CONTRACT OR TASK ORDER IS $50,000 OR OVER. (Refer to Council committee for initial contract approval; place subsequent task orders on Council agenda for concurrence.) B. FUND TRANSFER REQUIRED IF CONTRACT EXPENDITURE EXCEEDS AMOUNT BUDGETED. (Refer to Council committee.) C. SOLE SOURCE CONTRACT IS $20,000 OR OVER. (Refer to Council committee.) D. INTERLOCAL AGREEMENT. (Requires resolution.) 13. DATE OF COUNCIL APPROVAL: (If applicable.) 14. RESOLUTION NUMBER: (If applicable.) 15. KEY WORDS FOR CITY CLERK'S ELECTRONIC INDEX: CBD Utility Replacement DC/forms/city/contracts/cklist.doc/m Rev:3/05 r ADDENDUM NO. 1 SURVEYING SERVICES AGREEMENT This Addendum is made and entered into this ,day of by and between the City of Renton, hereinafter called the"City", and Pace Engineers, Inc,whose address is, 11255 Kirkland Way,hereinafter called the"Consultant". WITNESSETH THAT: WHEREAS,the City engaged the services of the consultant under Surveying Services Agreement CAG-07- 175,dated September 19, 2007 to provide necessary survey services,and WHEREAS,the Consultant has sufficient time and manpower to perform additional survey work for the City; and WHEREAS,the Consultant did the original survey for a certain construction project and the City has the need to have the water, sanitary sewer,and surface water utilities surveyed to document as-built location as described in Exhibit"A"—Scope and Cost Estimate for Survey Services; NOW, THEREFORE, in accordance with Section VIII Extra Work of the Master Agreement CAG-07-175, dated September 19, 2007, it is mutually agreed upon that Survey Services Agreement CAG-07-175, is amended to include the work and associated budget as follows: 1. The maximum amount payable for the additional work items defined in Exhibit"A"of this contract addendum is $4,900.00,without prior authorized from the City. 2. The revised contract total payable for work on this contract addendum is increased from $14,500.00,to$19,400.00 making a difference of$4,900.00 3. The Time of Completion(Section V of the Master Agreement CAG-07-175)for the extra work and above referenced contract is extended until December 31, 2007. All other provisions of Survey Services Agreement CAG-07-175 dated September 19, 2007 shall apply to this addendum. EXECUTION IN WITNESS WHEREOF,the parties have executed this Addendum No to ENGINEERING CONSULTANT AGREEMENT CAG-07-175 as of the day and year first above written. CONSULTANT CITY OF RENTON Signature Date Gregg Zimmerman,Administrator j Planning/Building/Public Works Department Type or Print Name <-e-KV r �t rd+ i Ate( ��dl'✓ /�r Title As-Built Survey ADDENDUM.doc Addendum/M 12/99 Engineers I'Planners I Surveyors PACE An Engineering Services Company October 24, 2007 Mike Benoit City of Renton 1055 South Grady Way Renton WA 98055 Re: Scope and Cost Estimate for Survey Services for an As-Built Survey on Williams Ave S and Wells Ave S. Project No. 07541.10 Dear Mr. Benoit: PACE Engineers, Inc., is pleased to submit this cost proposal for providing Professional Survey Services for the subject projects. If anything in this proposal is not as you anticipated, please let us know so we can adjust it as required. Based on the scope outlined in our phone conversation and a site visit, we are pleased to offer the following scope and cost estimate for the survey services required: Project Understanding: The project limits are Wells Ave S. from the intersection with 3rd St north to the intersection with grid St, and Williams Ave S. from the intersection with 3rd St north to approximately 350 feet north of the intersection with 2nd St. The intersections are included in the as-built survey. We have concerns that parked cars will hinder efficiency of the survey. We may need to work at odd hours or block parking on portions of the street to ensure access to structures along the curb line. No budget has been included in this proposal, for the permit process and sign placement to restrict parking in the right of way. Scope of Services: 1. Recover previous survey control or research and confirm primary control points on City of Renton datum for use on the project. PACE Engineers, Inc. Kirkland Office 11255 Kirkland Way I Suite 300 1 Kirkland,WA 98033 p 425.827.2014 1 11 425.827.5043 paceengrs.com October 23, 2007 Engineers I Planners I Surveyors Mike Benoit City of Renton 2. The survey will locate horizontally and vertically, the sanitary and storm sewer structures. The structures will be detailed for size, depth, type of pipe and invert elevation. 3. The survey will locate horizontally and vertically the water appurtenances: valves, hydrants and meters. The depth of the top nut of the water valves will be measured. 4. The surveyed data will be drafted in AutoCAD with to right of way lines shown per PACE project number 02241.10. Time Schedule: We are available to begin work on this project on or before October 29, 2007 and anticipate completion of the mapping by December 31, 2007. Estimated Fees: The projects will be done on a not to exceed fee basis of$4,900.00. The project will be invoice according to the attached 2007 Rate Schedule. In summary, we have developed a scope of work and budget based on our present knowledge of the proposed project. We have tried to cover all aspects of the proposed project; however, if you feel that additional areas of work require our attention if you have any questions or if you desire additional information please do not hesitate to contact us. Again, we are pleased to submit this proposal to accomplish the Professional survey tasks for the subject project, and look forward to working with you. Sincerely, PACE ENGINEERS, INC. David R. Fulton P.L.S. Senior Principal Surveyor P:1P07\07000.00\Survey Proposals\Mapping_Topographic Surveys`Renton\Wells&Williatns Util dept doo PACE PLANNINGBUILDING/ PUBLIC WORKS DEPARTMENT M E M O R A N D UAT NV NA YE DATE: October 31, 2007 _ o TO: Gregg Zimmerman, PBPW Administrat Michael Benoit Wastewater Utility En +--7206~ ..._ FROM: y g ) SUBJECT: Survey Contract Addendum Attached for your signature is Addendum 1 to Survey Contract CAG-07-175 for PACE Engineers, in the amount of$4,900. It has come to our attention that we have never completed the as-built drawings for the CBD Utility Construction Project(Wells/ Williams). This was the project where the City was forced to terminate the contract and complete the remaining contract work. (The contractor was not paid for the survey work they did not have completed) As PACE did the original base survey, our opinion is that they are the logical choice to utilize for the as-built information. The total contract amount, with the addendum, is still under the total amount allowed for your signature. PACE is set to complete this work over the next few weeks. The amount of the addendum will be split between the three pipe utilities. Attachments H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\gregg0l.doc\MABtp V PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT M E M O R A N D far . .•.,_ � �_c? _t�X0 DATE: October 31, 2007 5 U411 - Zimmerman PBPW Administrat '""""`9"" TO: Gregg �.,_._.._•.. . ._. ... .... _. .. FROM: Michael Benoit, Wastewater Utility Enginoer-(,oxt:7206} SUBJECT: Survey Contract Addendum Attached for your signature is Addendum 1 to Survey Contract CAG-07-175 for PACE Engineers, in the amount of$4,900. It has come to our attention that we have never completed the as-built drawings for the CBD Utility Construction Project(Wells / Williams). This was the project where the City was forced to terminate the contract and complete the remaining contract work. (The contractor was not paid for the survey work they did not have completed) As PACE did the original base survey, our opinion is that they are the logical choice to utilize for the as-built information. The total contract amount, with the addendum, is still under the total amount allowed for your signature. PACE is set to complete this work over the next few weeks. The amount of the addendum will be split between the three pipe utilities. Attachments H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\gregg0l.doc\MABtp CITY OF RENTON irtl PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator FIRST SA VINGS BANK OF RENTON 201 WELLS A V S RENTON, WA 98055 T CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile S s\WWP-WasteWatcr\WWP-27-2988 W p 1055 South Grady Way-Renton,Washington 98055 E N T O N ®This contains 50%r AHEAD OF THE CURVE paper recycled material,30%post consumer CITY OF RENTON t6R Planning/Building/PublicWorks Mpartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator THE GIANTS CAUSEWAY 201 WILLIAMS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened(in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1 d0c\MR E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,.� CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator PARKER PAINT 206 WELLSAVS RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile S s\WWP-WastcWater\WWP-27-2988 WellsA 1055 South Grady Way-Renton,Washington 98055 P E N T O N 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON t!'R Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator SA VREN SER VICE CORPORATION 207 WELLS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Re lacement\CBD update notice rev 1 doc�M�r 1055 South Grady Way-Renton,Washington 98055 P M E N T O N ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE R CITY OF RENTON PlanningBuilding/PublicWorks Mpartment Kathy Keolke.r-W heeler, Mayor Gregg Zimmerman P.E.,Administrator DOWNTOWN RENTON ANTIQ UE MALL 210 WELLS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete,the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Svs\WWP-WasteWater\W WP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1 doc\M� E N T O N 1055 South Grady Way-Renton,Washington 98055 9 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,z CITY OF RENTON PlanningBuilding/PublicWorks Pepartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator CHRISTIAN SCIENCE READING ROOM 212 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Svs\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.d"MR.P E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,�. CITY OF RENTON Planning/Building/PublicWorks Department E(athy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator TEE'S BEA UTY SALON 212 WELLS A V S #106 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility R placement\CBD update notice rev i doc\MD E N T O N 1055 South Grady Way-Renton,Washington 98055 9 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON t"R PlanningBuilding/PublicWorks Department^ Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator AFFORDABLE DOCUMENTS 212 WELLSAVS #107 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1 doc\M p 1055 South Grady Way-Renton,Washington 98055 E N T O N This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,.� CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator NUTRI-LIFE NORTHWEST 212 WELLS AV S #B RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HA\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev Ldoc\ I E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON tR Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator HR HARTING CONSULTING ENG 212 WELLS A V S #F RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HA\File S s\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Re la ement\ BD update notice d p 1055 South Grady Way-Renton,Washington 98055 ITENTON 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON IR Planning/Building/PublicWorks Pepartment Kathy Keolker-wheeler, Mayor Gregg Zimmerman P.E.,Administrator INDEPENDENT INDUSTRIES 212 WELLS AVS#101 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H' - -2988 Wells Ave S Utility Replacement\CBD update notice my-,�� 1055 South Grady Way-Renton,Washington 98055 p E N T O N ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON tR Planning/Building/PublicWorks Department Kathy Keotker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator D &B MOTORS 212 WELLS A VE S#A RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H'\File Sys\WWP-W st.Water\WWP-,7-70RR WON AvP C IItility�plac emenACRt7 update nntice , t^^tit p E N T O N 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE IR CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator PRUDENTIA CONSULTING LLC 212 WELLS A VE S#A RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete,the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition)and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H-Tile R c\WWP-W1cteWnter\WWP-27-29RR Welk Ave Q Iitili Be lacement\CRD, date notire. y 1055 South Grady Way-Renton,Washing on 98055 p E N T O N 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON t"R PlanningBuilding/PublicWorks Mpartment K y Keolkr r-W heeler, Mayor Gregg Zimmerman P.E.,Administrator WILLIAMS AVE SPORTS BAR 214 WILLIAMS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H_\File Sys\WWP-W&,;teWa1er\WWP-27-2999 Well-Ave,S i Jtility Replaceme�Hr'Rn�ate..,,vice rey t dnn\ 7a_ E N T O N 1055 South Grady Way-Renton,Washington 98055 1 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE R; ,� CITY OF RENTON PlanningBuilding/PublicWorks Department K y Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator WHITE'S OF THE NORTHWEST 216 B WELLS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2989 Well-Ave S Utility Replacernent\CRD update.notice r 1055 South Grady Way-Renton,Washington 98055 p E N T O N eThis paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON tR PlanningBuilding/PublicWorks pepartment Kathy Keolke.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator 2GO SER VICES INC 221 WELLSAVS #101C RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-Wastewater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev I doc\MRENTON p E N T O N 1055 South Grady Way-Renton,Washington 98055 8 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON tR PlanningBuilding/PublicWorks Department K y Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator EVOL VE GRAPHICS 221 WELLS A V S 9201 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:Tile S \W -W - - 1055 South Grady Way-Renton,Washington 98055 p E N T O N 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON IR PlanningBuilding/PublicWorks pepartmerit Kathy Keolke.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator HOME CAPITAL FUNDING 221 WELLS A V S #203 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev Ldocp E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ieR CITY OF RENTON .,u Planning/Building/PublicWorks Department Kathy Keolkc.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator ALLIED GROUP INC 221 WELLS A VE S 4100 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFfl -WasteWater\WWP-27-2998 Wells Ave S Utility Replacement\CBD update notice 1055 South Grady Way-Renton,Washington 98055 P E N T O N 8 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ;1 CITY OF RENTON PlanningBuilding/PublicWorks pepartment Kathy Keolknr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator CASA BYTE INC 222 WILLIAMS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\C BEI update notice rev 1 RENTON 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE tR CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator JEFF SMITH INSURANCE SER VICES 222 WILLIAMSAVS RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev I doc\M p E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON "R PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator FOCAL POINT OPTICS 222 WILLIAMSAVS #26 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1.docUvt�p E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer ,.�.. CITY OF RENTON Planning/Building/PublicWorks Mpartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator DAMIEL W COWEN RIFLESMITH 224 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:Tile S s\W WP-WasteWater\W WP-27-2988 Wells Ave S Utility Re lacement\CBD update notice rev I-docwmp 1055 South Grady Way-Renton,Washington 98055 E N T O N a)This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ;; ,;.. CITY OF RENTON ..0 PlanningBuilding/PublicWorks pepartment Kathy Keolke.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator RENTON COIN SHOP INC 225 WELLS AVE S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacemenl\CBD update notice rev I doc\M p E N T O N 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE tR CITY OF RENTON PlanningBuilding/PublicWorks Pepartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator ALLEGIANCE TELECOM OF WA INC 225 WILLIAMS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:Tile S s\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Renlacernent\CBD update notice rev 1 doc\M Y U' tP P 1055 South Grady Way-Renton,Washington 98055 rZENTON ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON tR Planning/Building/PublicWorks Department Kathy Keolke.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator PIONEER LOAN 226 WELLS A VS RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1 doc\M E N T O N 1055 South Grady Way-Renton,Washington 98055 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON Planning/Building/PublicWorks Department t6R Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator A & M STAMPS LLC 229 WELLS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However,the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CRD update notice rev 1 doc\MRENTON 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material.30%post consumer AHEAD OF THE CURVE CITY OF RENTON tR Planning/Building/PublicWorks pepartrnent Kathy Keolkrr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator LA W OFFICES FRANK V DA VIDSON 229 WILLIAMS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HA\File Sys\WWP-WasteWater\W WP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev I docUvlp E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE �- CITY OF RENTON PlanningBuilding/PublicWorks Pepartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator WYMAN K DOBSON PS 229 WILLIAMS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. 1055 South Grady Way-Renton,Washington 98055 P E N T O N 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE "R CITY OF RENTON Planning/Building/PublicWorks Mpartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator ST CHARLES PLACE ANTIQUES 230 WELLSAVS RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\W WP-Wa teWater\W WP-27-29RR Wells Ave S I Itility$eynlacemenACRI)update notice rev I loan At9tD E N T O N 1055 South Grady Way-Renton,Washington 98055 lf�\' ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ;; s CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator ADELINE 231 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Svs\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice-rev'docUvl p E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%past consumer AHEAD OF THE CURVE CITY OF RENTON tR Planning/Building/PublicWorks Mpartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator JEAN'S BEA UTY SHOP 231 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. 1055 South Grady Way-Renton,Washington 98055 P E N T O N ED This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON t6R PlanningBuilding/PublicWorks Department tCathy Keoiker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator NAILS&STUFF BY CELESTINE 231 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAEile Sys\WWP-WacteWater\WWP-27-29R8 Wells Ave S IRiliV Replacement\C11D update notice P E N T O N 1055 South Grady Way-Renton,Washington 98055 �Pv' �^^��`" This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON 4'R PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator STEA DMA NS CELL ULAR SER VICES 231 WILLIAMS A V S #200. RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete,the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1.doc\MRENTON p E N T 77—�- - 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON t"R PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator BUSINESS SUPPORT GROUP INC 231 WILLIAMS AV S#202 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H-Tole Sys\WWP-WasteWater\WWP- 7- 9RR Wells Ave a I Itolity Re lacemenACRD update untirP Bey t daf-A D.,1055 South Grady Way-Renton,Washington 98055 1 E N T O N ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE l"R CITY OF RENTON PlanningBuilding/PublicWorks Department K y Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator Z A-1 LOCKSMITHS 234 112 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice tet`�JLZ-ID E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolkrr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator A-1 VACUUM& SERVICE 234 112 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete,the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev Ldoc\MRENTON p E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,� CITY OF RENTON Planning/Building/PublicWorks pepartment Kathy Keolkrr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator COMIC DEN 234 WELLS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H'\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CRD update notice rev 1 rkr,E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON "R PlanningBuilding/PublicWorks Pepartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator MAR VELESS COMICS 234 WELLS AV S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-Wastewater\W WP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doc'L\P E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolknr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator WORKING TOGETHER ENTERPRISES 236112 WELLS A V S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doc\M'J'L'X'p E N T O N 1055 South Grady Way-Renton,Washington 98055 AHEAD OF THE CURVE This paper contains 50%recycled material,30%post consumer CITY OF RENTON PlanningBuilding/PublicWorks Department K y Keolknr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator WILMA YVONNE POSEY 236112 WELLS A VE S RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H-Tile Sys\WWP-WasteWater\WW12-27-2988 Wells Ave R iitility eplaeement\C'RD update nntice rev I dneVyt,�tp\ E N T O N 1055 South Grady Way-Renton,Washington 98055 i ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON t"R Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator RENTON WESTERN WEAR 724 S 3RD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\W WP-27-29RR Wells Ave S I Jtility Renlacement\CRD gradate notice rev 1 do "RP E N T O N 1055 South Grady Way-Renton,Washington 98055 lr1`' This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON Planning/Building/PublicWorks Mpartment Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator HEAR USA INC 800 S THIRD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However,the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H-Wile Sys\WWP-WasteWater\WWP-27-7988 Wells Ave S I ltility Replacement\C'RD update nntice rev i dnc\MRENTON 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,� CITY OF RENTON PlanningBuilding/PublicWorks Mpartment Kathy lceolkr.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator INTEGRATIVE WING CHUN 801 S 3RD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work,please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1.doc�P E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE �;,R CITY OF RENTON "4 PlanningBuilding/PublicWorks Department Kathy Keolkar-wheeler, Mayor Gregg Zimmerman P.E.,Administrator PHO HOA RESTAR UANT 801 S 3RD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18,to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HA\File Sys\WWP-WasteWater\W WP-27-2988 Wells Ave C I Itility$eplacement\CRn nndate notice rev 1 dpc PE N T O N 1055 South Grady Way-Renton,Washington 98055 eThis paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE CITY OF RENTON PlanningBuilding/PublicWorks Mpartment Kathy Keolkrr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator SEATTLE MORTGAGE 801 S 3RD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev LdneNap 1\ E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE "R CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolkrr-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator R UBATTINO'S RESTA URA NT 808 S 3RD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAF le Sys\WWP-WasteWater\WWP-27-2999 Wells Ave,1S'1Jfl1ityRep1ncernent\CRD update notice r t 1055 South Grady Way-Renton,Washington 98055 p E N T O N 8 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,} CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator LA HACIENDA RESTAURANT 811 S 3RD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. fi File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doe\M ty E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE �;, ,3. CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keotkr.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator GARLAND JEWELERS INC 814S3RDST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doc\M� E N T — N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,�.. CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator CHRIS WATKINS PHOTOGRAPHY 817 S 3RD ST #6 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev t.doc\M P 1055 South Grady Way-Renton,Washington 98055 VZENTON 9 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE �; CITY OF RENTON " ,} PlanningBuilding/PublicWorks Department Kathy Keolker Wheeler, Mayor Gregg Zimmerman P.E.,Administrator ROBIN ALLEN LMP 817 S 3RD ST #9 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utilitv Replacement\CBD update notice rev 1_dnc\M E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ;; CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator FOSSUM DESIGN 817 S THIRD ST 46 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor,per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-Wastewater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doc\M E N T O N 1055 South Grady Way-Renton,Washington 98055 RP 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,� CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolke.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator WESTERN HOTEL 818S3RDST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\W WP-WasteWater\W WP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev LdocVVIM PENTON 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE " CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolker-wheeler, Mayor Gregg Zimmerman P.E.,Administrator AAA MORTGAGE CORPORATION 819S3RDST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev L oc\M p E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE R CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator WORLD ACUPUNCTURE MARTIAL ARTS 819S3RDST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev I.doc E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE M CITY OF RENTON „u PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator ANTIQUE PALACE TOO 825 S 3RD ST RENTON, WA 9805E CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile \WWP-W _ _ 1055 South Grady Way-Renton,Washington 98055 v E N T O N 9 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE �; ,�.. CITY OF RENTON Planning/Building/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator BLACK CHOW ANTIQUES 826 S THIRD ST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. H:\File Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev 1.doc' E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ;; ,� CITY OF RENTON „p, Planning/Building/PublicWorks Department Kathy Keolke.r-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator U S BANK NATIONAL ASSOCIATION 858 S 2ND ST #0021 RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However,the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doc\M E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE t"R CITY OF RENTON PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator CEDAR RIVER ANTIQUE MALL 916S3RDST RENTON, WA 98055 CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year_ However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice_rev l.doc\MRp E N T O N 1055 South Grady Way-Renton,Washington 98055 0 This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE ,�.. CITY OF RENTON _ PlanningBuilding/PublicWorks Department Kathy Keolker-Wheeler, Mayor Gregg Zimmerman P.E.,Administrator CONSTRUCTION UPDATE CENTRAL BUSINESS DISTRICT UTILITY REPLACEMENT The City would like to update you on the status of our Central Business District Utility Replacement construction project and to thank you for your patience and understanding. The replacement of the utility mains within Wells Avenue South and Williams Avenue South was essential to ensure continued service to all of the downtown businesses and residents. The contractor, per its contract with the City, will be out of construction working days on November 18, 2005. While the project will not be complete, the City will not extend the contract and no work will be done on this project between Thanksgiving and the first of the year. However, the roads will be reopened (in drivable but not finished condition) and street parking will be restored. The contractor will be working until November 18, to place the new water main into service and to complete the storm sewer installation. The City has scheduled the remaining final paving and restoration of the curb, gutters and sidewalks for spring/summer of 2006. If you have any questions regarding the City's plan for this work, please contact the City's Project Manager, Mike Benoit at 425-430-7206. HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\CBD update notice rev l.doc\M p E N T O N 1055 South Grady Way-Renton,Washington 98055 ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE Michael Benoit Re: CBD Utility Replacement Page 1 From: "Americon, Inc." <essoushek@earthl ink.net> To: "Michael Benoit' <Mbenoit@ci.renton.wa.us> Date: 12/07/2005 9:54:39 AM Subject: Re: CBD Utility Replacement Our bonding agent is: Wolf-Majesky-Rapp PO Box 2984 Spokane, WA 99220 Jo Ann or Lois (509) 535-9178 (800) 736-5592 (fax) 534-8134 Ena Soushek I1 Americon, Inc. Phone: (425)432-2444 Fax: (425)432-6698 -----Original Message ----- From: "Michael Benoit' <Mbenoit@ci.renton.wa.us> To: <essoushek@earthlink.net> Sent: Wednesday, December 07, 2005 9:42 AM Subject: CBD Utility Replacement As part of the close out paperwork we file with the State I need the name and address of your bonding agent. I do not find that information in my files and it is not on the Power of Attorney. Would you please send me that information? Thanks 09/23/2005 16: 52 4254e51754 NORTON CORROSION PAGE 01/02 NORTON CORROSION LIMITED 8620222"'Street SE,Woodinville,WA 98072 Phone(425)483-1616■ Fax(425)485-1754 E-mail: sales®nortoncorroslon.com September 23, 2005 City of Renton Attn: JD Wilson Utility AIS Engineer Ph: 425-430-7295 Px:425-430-7241 SUBJECT: CATHODIC PROTECTION MATERIALS CITY OF RENTON UTILITY REPLACEMENT WIRE SPECIFICATION Dear JD, Per the Specification 8-30.2(2)A Wires—Test Station: the wire TW,THWN, or THHN is incorrect and not rated:for direct burial. The wire Norton Corrosion, Ltd. is supplying to Americon for installation on this project is USE RHW RHH meets and exceeds the requirements of the specification for this project and is rated for direct burial. Please see the attached submittal page for USE RHW RHH wire. Could you please sign below as authorization and return by fax. Thank you. ;ayv ncer , Scarborough G 3 5►r( Ws Material Logistics Au orized by Date Jopt, D, j r 09/23/2005 16: 52 4254851754 NORTON CORROSION PAGE 02/02 SPEC 2150 Rome ble January 1, 2003 C O R P O R ,4 T 1 © N ROME USE-2 or RHW-2 or RHH Rome-XLPE Insulation, 600 Volts APPLICATION: For lighting and power applications in accordance with the National Electrical Code and for other general purpose wiring applications. Suitable Separator for use in circuits not exceeding 800 volts at conductor temperatures not exceeding 900C In wet or dry locations. May be installed in raceway,duct, direct burial and WWI installations, STANDARDS: 1. Listed by UL as Type USE-2(WC wet or dry)per Standard 864 for Service Entrance Cables. 2. Listed by UL as Types RHW-2(90°C wet or dry)or RHH(901C dry) per Standard 44, 3, Conforms ro ICEA S-95-6581NEMA WC70, utilizing Column A Insulation Roma-XLPE Coppor thicknesses. Insulation Conductor 4. Conforms to Federal Specification 010 A•A-59544. CONSTRUCTION:Annealed copper conductor,Rome-XLPE thermosetting chemically crossiinked polyethylene Insulation, surface printed. Copper Amp3r ty Approx,Wt, SIze AWG Insulation Nom. .. 9U0SE 2 75*0 or Thickness Diam. RHW-2 USE Stock kcmil No.of Strands Mils I Inche9 RHW Net Shipping Items So Jd td solid 45 .16 25 20 21 33 S 12 24 Solid 45 .18 30i 25t 30 10 Solid 45 .20 401 35 t 43 46 S 8 Solid 80 .25 55 50 6B 73 tren e 14 7 45 .17 251 201 23 25 2 7 45 .19 30, 25t 32 33 S 10 7 45 .21 40t 35t 45 49 S h +8 7 60 .27 55 5o 72 79 S g 7 60 .31 75 65 105 115 S 4 7 60 .36 95 85 155 175 S 2 7 60 .41 130 115 234 255 S 1 19 60 .49 150 130 305 330 S 110 19 80 .53 170 150 380 405 S 210 19 80 58 195 175 470 495 S 3/0 19 80 ,63 225 200 58D 615 S 410 19 80 .68 260 230 725 765 S 250 37 95 .76 290 255 865 925 S 300 37 95 .81 320 285 1026 1090 350 37 9S .86 360 310 1190 1250 S 400 37 95 .91 380 335 1345 1410 500 37 95 .99 430 380 1665 1760 S 600 61 110 1.10 475 420 2020 2110 750 61 110 1.20 535 475 2S00 2800 S 1000 61 110 1.35 615 545 3225 3420 1250 91 125 1151 665 590 4130 4310 1500 91 125 1.63 705 625 49M 5110 1750 127 125 1.74 735 650 5720 5990 2000 127 12S 1.85 750 e65 8510 010 'AMPACiTY in accordance with NEC for not more than three conductors. As RHW-2:in raceway,90°C conductor temperature and 301C ambl6nt in wet or dry location& As RHH:in raceway.90°C conductor temperature and 301C ambent In dry locations. As USE-2:direct burial,90"C conductor temperature and 301C ambient In wet locations. "AMPACITY in accordance with NEC for not more than throe conductors. As RHW: In raceway,752C conductor temperature and 30°C ambient in wet or dry locations. As USE:direct burial, 75°C conductor temperature and 30-C ambient in wet locations. 'The overcurrent protection shall not exceed 15 amperes for 14 AWG,20 amperes for 12 AWG and 30 amperes for 10 AWG. Information on this shoot subject to change without notice. y zo(o -- 4 - 4S ��- -r...�- _ �� � �. _ � - .: �: . w Y o City of Renton �% }= PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT INV Utility Systems - Fifth Floor 1055 South Grady Way Date: 08/24/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Norton Corrosion Limited Number of pages including cover sheet 1 Cathodic Protection Materiasis REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the corrosion protection materials as submitted by Norton Corrosion Limited (NCL File No. M-18084-p) and take no exception to the submittal. RENTON AHEAD OF THE CURVE 1 NORTON CORROSION LIMITED SUBMITTAL DATA CATHODIC PROTECTION MATERIALS ' CITY OF RENTON UTILITY REPLACEMENT �_ 11:R UTILITYENGIP.EERING DATE Prepared for: AMERICON, INC. Attn: Chris Perdue 23020 SE 272nd Maple Valley, WA 98038 May 19, 2005 NCL File No. M-18084-P CORROSION CONTROL SPECIALISTS SINCE 1959 8820 222ntl Street SE 3005 Brodhead Road,Suite 23 Woodinville, WA 98072 Bethlehem,PA 18020 ' Phone: 425-483-1616 1-800-426-3111 Phone: 610-814-2637 Fax: 425-485-1754 Fax: 610-814-2638 Norton Corrosion Limited SUBMITTAL DATA ' CATHODIC PROTECTION MATERIAL ' TEST STATION ASSEMBLIES Item Submittal ' No. Qty U/M Model/Manufacturer Sec Para Dwg Detail Page No. 1 6 ea. Concrete Vault with Lid 8-30.2(2)B 1 2 6 ea. Terminal Block for above Concrete Vault 8-30.2(2)B A-18084-01 2 3 30 ea. Cadweld Shot CA-15 (Including 4 spare) 8-30.2(2)C 3 4 30 ea. Handy Cap(Including 4 spare) 8-30.2(2)C 5,6 5 600 ft. Wire-#8 HMW/PE 8-30.2(2)A 7 6 600 ft. Wire-#12 THHN Stranded Black 8-30.2(2)A 8 ' 7 6 ea. 32#Magnesium Anode with 75 ft. #12 9,7 HMW/PE Lead Wire 8 18 ea. Sleeves for#12 wire 8-30.2(2)C 10 ' 9 1 ea. Cadweld Mold—CAHAA-1G 8-30.2(2)C 3,4 10 2 can Primer 8-30.2(2)C 11,12 11 100 ft. I"Schedule 40 PVC 13 12 6 ea. I"Schedule 40 PVC 90 Degree Sweep 14 13 6 ea. 1"PVC Coupling 15 ' 14 6 ea. 1"PVC Bell End 16 BOND STRAPS — PUSH-ON ' Item Submittal No. Qty U/M Model/Manufacturer Sec Para Dwg Detail Page No. 15 80 ea. #2 HMW/PE x 24" with sleeve at each end 8-30.2(2)A,C 7,17 16 160 ea. Cadweld Shot CA32XF-19 8-30.2(2)C 3 17 160 ea. Handy Cap 8-30.2(2)C 5,6 18 3 ea. Welder—CAFCA-1V-12" 8-30.2(2)C 3,17 19 8 ea. Primer 8-30.2(2)C 11,12 ' BOND STRAPS — FLEX JOINT ' Item Submittal No. Qty U/M Model/Manufacturer Sec Para Dwg Detail Page No. 20 20 ea. #2 HMW/PE x 24"length w/2#12 THHN x 8-30.2(2)A 7,8,10,17 12"Pigtails w/sleeves all ends ' 21 40 ea. Cadweld Shot CA-15 8-30.2(2)C 3 22 40 ea. Cadweld Shot CA32XF-19 8-30.2(2)C 3 ' 23 80 ea. Handy Cap 8-30.2(2)C 5,6 24 1 ea. Welder—CAHAA-1H 8-30.2(2)C 3,4 ' 25 1 ea. Welder—CAFCA-1 V-12" 8-30.2(2)C 3,17 26 2 ea. Primer 8-30.2(2)C 11,12 ' NORTON CORROSION LIMITED EXCEPTION/CLARIFICATION ' 1 . Subject: Item 1. Concrete Vault Spec 8-30.2(2)B pg. 36 Submittal pg. 1 The Cast Iron Lid comes standard from the factory with the letters "CP TEST" cast into the lid. 2. Subject: Item 9,24 Cadweld Mold Spec 8-30.2(2)C pg. 37 See the Clarification on the next page for using this welder on ductile iron. CATHODIC PROTECTION CONNECTIONS BRAZE-WELD CONNECTIONS _ CADWELD Braze-Weld Connections connect anode wires to thin wall (.035) steel tube (1/2" to ' r O.D.). The thin wall prohibits the use of a convention- CADWELD MOLD al weld (Type HA) since it will melt thru. The 1 MOLD FRAME, T— T CADWELD Braze-Weld incorporates an interme- HANDLE ,—J ANODE WIRE AND CLAMP WELDING SHIELD WITH diate welding shield with a silver braze deposit i SILVER BRAZE DEPOSIT on one side. This allows the anode wire to be ' NEXT TO PIPE welded to the shield and at the same time the STEELTUBE heat from the CADWELD causes silver brazing ('i'i'THRU 1") of the shield to the pipe. 0 Numbet PART NUMBER Req'd/Weld Description CAHAS002 Mold with frame,#8 stranded to #6 solid to steel tube CAHAS002M Replacement MOLD ONLY. CAA208K t Braze-Weld Kit consisting of weld metal and shields(20 ea.per box)t CAB-133-1H 1 Sleeve,to adapt#14 to#10 solid to fit mold. CA-15 1 CADWELD weld metal only. CAA-208 1 CADWELD welding shield only. ** Silver brazing flux. *Mold life 50 to 100 welds.Replacement mold is graphite portion only. **Purchase locally. tMaterial for 20 welds—items may be purchased separately as listed above. DUCTILE IRON ' Tests by ERICOOD indicate that connections to We therefore suggest: DUCTILE IRON pipe can be made using the CADWE LID Molds and Weld Metal designated to be 1 Whenever possible, make tests on the ductile used on steel pipe. iron pipe being used to determine if the material for steel can be used. However, some reports from the field suggest that — OR — all ductile iron is not the same, In some cases, the 2. Use the material for Cast Iron. It will make material for steel will not work. In such cases, the satisfactory connections on all ductile iron. I molds and weld material for Cast Iron do work. 1 CADUJEL D" NORTON CORROSION LIMITED CADWELD MOLD AND SHOT USE Test Station Assemblies Mold Shot Sleeve Wire Size CAHAA-1H CA-15 CAB-133-1H #12 THHN STRANDED CAHAA-1 G CA-15 NONE #8 HMW/PE Bond Straps — Push-On CAFCA-1 V-12" CA32XF-19 CAS-09-F #2 HMW/PE Bond Straps — Flex Joint CAHAA-1 H CA-15 CAB-133-1 H #12 THHN STRANDED CAFCA-IV-12" CA32XF-19 CAS-09-F #2 HMW/PE ' 3VB-1012 (3-RT) ' TRAFFIC COVER No. 3VBC-CI (14 lbs. 3Y4" jlp Cast Iron ' 1Y4" &2"Cast Iron Riser Rings Available Cast Iron Frame BOX 12Yz" ' No. 3VB-1012B �` 63 Ibs. a i 12" 10Y4" ." 2 STANDARD MARKINGS -� CP TEST -SEWER -CLEANOUT -WATER -GROUND 1 ' 1/4"--20 UNC NICKEL PLATED BRASS HARDWARE ' 1/4" HDPE PANEL N O 1„ 2 4" BOLT I — — NUT LOCK WASHER CUT WASHER a N O 1 N N O N J Norton AMERICON INC. Drawing #: A-18084-01 Corrosion CITY OF RENTON Designed By: R.S. Limited Drown By: R.H. Woodinville, WA Approved By: R.G. (800) 426-3111 Dote Drown: 18MAY2005 Revision #: 0 Y www.nortoncorrosion.com NCL JOB#: M-18084 Date Revised: 0 III 11111111 PC WN 1 1• 1 1 CADWELD WELDERS AND MOLDS When making a CADWELD connection, an accurate control of the CADWELD process is accomplished by using a semi-permanent graphite ' mold. Control is exercised over the direction and Welder Price CAA speed of the molten CADWELD weld metal flow is a solid block with and final shape. The graphite used in a CADWELD a hold-down ' mold is a high temperature type that lasts for an handle.` average of 50 to 100 CADWELD connections under normal usage. ' Welder Price CAT, CAP and ' CAN are split a I`' and use the new Mini E-Z Change handle.` ' Welder Part No. includes mold frame. If mold onlyless frame) ) is required, order—Welder Part No.—"M". WEL1 1 METAL CADWELD weld metal is a mixture of copper oxide and aluminum, packaged by size in plastic tubes. Each tube contains the starting powder at the j ,e bottom of the plastic tube, with the weld metal on top. These containers are packaged, with metal disks, in polyethylene boxes. The welding metal cannot ignite spontaneously. They can be handled and stored without danger and can be shipped with canmr �' no special packaging or marking. Two types of CADWELD weld metal are used for cathodic protection connections: 1. F-33 alloy is used for all connections of cable to 11 tc_ Packed per ' cable and cable to steel or stainless steel pipe. Size" Box" Std.Pkg. The F-33 weld metal containers have green CA15 20 100 caps. CA25 20 100 2. XF-19 alloy is used for all connections to cast iron. XF-19 weld metal containers have CA32 20 100 orange caps. CA45 20 100 NOTE: For DUCTILE IRON, see page 8. CAsS 20 100 ' XF-19 Alloy packed in same quantities.XF-19 r EiRICO, Alloy not available in 15 size. � "Disks are included. ELECTWAL PRODUCTS 3 CATHODIC PROTECTION CONNECTIONS TYPE HA CONNECTION t 1 1 Tap conductor to top of horizontal G. STEEL pipe or flat surface y For DUCTILE IRON, See page 12. Welder Welder Weld Conductor Size Surface Part No.t orice Metal #14 to #10 Solid l in sleeve CAB-133-1H f Flat(4"& larger pipe) CAHAA-1 G CAA CA15 #8 Solid or Stranded, )j 3/4"to 3-1/2"pipe CAHAA-1 GA I 'AA CA15 ' -"S Solid 407 6 Stranded Flat(4"& larger pipe) CAHAA-1 H CAA CA15 3/4"to 3-1/2"pipe CAHAAA HA I CAA CA15 ' Flat(6"& larger pipe) CAHAAA K CAA CA15 4 Solid 3/4"to 3-1/2"pipe CAHAAA KA CAA CA15 4"to 5"pipe CAHAA-1 KB CAA CA15 ' Flat(6"& larger pipe) CAHAA-1 L CAA CA15 4 Stranded 3/4"to 3-1/2"pipe CAHAAA LA CAA CA15 4"to 5"pipe CAHAA-1 LB CAA CA15 Flat(10"& larger pipe) CAHAA-1T CAA CA25 ' 2 Solid 1"to 3-1/2"pipe CAHAA-1TA CAA CA25 4"to 8"pipe CAHAA-1TB CAA CA25 Flat(16"& larger pipe) CAHAA-1 V CAA CA32 ' 2 Stranded 1"to 3-1/2"pipe CAHAAAVA CAA CA32 4"to 8"pipe CAHAA-1 VB CAA CA32 10"to 14"pipe CAHAA-1VC CAA CA32 Flat (16"& larger pipe) CAHAA-1 Y CAA CA45 ' 1 Stranded 1-1/2"to 3-1/2"pipe CAHAA-1YA CAA CA45 4"to 8"pipe CAHAA-1 YB CAA CA45 10"to 14"pipe CAHAA-1 YC CAA CA45 Flat(20"& larger pipe) CAHAA-2C CAA CA65 ' 1/0 Stranded 2-1/2" to 3-1/2"pipe CAHAA-2CA CAA CA65 4"to 8"pipe CAHAA-2CB CAA CA65 10"to 18" pipe CAHAA-2CC CAA CA65 Flat(20"& larger pipe) CAHAA-213 CAA CA65 2/0 Stranded 2-1/2"to 3-1/2"pipe CAHAA-2GA CAA CA65 4"to 8"pipe CAHAA-2GB CAA CA65 10"to 18"pipe CAHAA-2GC CAA CA65 ' lWelder Part No. includes mold frame. If mold only(less frame)is required, order—Welder Part No. "M". CP7DWELG4 ' Data Sheet No.172-C Roys*on ' Handy Cap TM Corrosion Protection For Exothermic Grounding Connections 1 The ROYSTON HANDY CAP Tm is a Actual Size ' prefabricated assembly specifi- of Royston cally designed for Cathodic Handy CapTM Protection leads to pipes and tanks. When pressed by hand into position over the anode lead wire weld, it forms a thick, highly resistant electrical insula- tion seal over the weld, the ends' of the lead wire and the sur- rounding area of the pipe orIl, tank. A top plastic sheet formed with an igloo shaped dome and entry tunnel for the lead wire. ' A special elastomeric compound in the plastic dome,which is firm enough to resist flow at all nor- mally encountered application and operation temperatures, ' but soft enough to mold itself around and completely cover the irregular welded profile. j { On either side of the dome area double The ROYSTON HANDY CAPIm is They are ideal for use row of parallel, flexibilizing easily applied and econom- in limited access situations, serrations to assist with con- ical. They may be used on all because they can be manipu- forming around small diameter anode lead wire and test wire lated easily and applied at pipe. weld areas. Royston Handy arm's length, ' Cap TM is especially useful for A base of Royston welds on mill coated pipe Tac-Tape, a black where only a small part of the unbacked elastomeric tape coating has been removed to ' with exceptional adhesive permit installation of the properties, for bonding firmly to thermite grounding connec- the metal surface, when used Lions. with Royston Roybond 747 primer, Manufactured under U.S. Patent No.3,214,509 Complies with DOT Regulation 192,471 5 ROYSTON APPLICATION PROCEDURE ��•.,� 7 , r: z r � H fir' ` d �,• , . - _____ , ai=k, Clean all mud, dirt, Remove the release Push the dome of the grease, oil and other contam- paper from the bottom of the cap firmly into the weld area. inants from the metal surface ROYSTON HANDY CAPTM. Bend Now lift the lead wire away and any part of the mill applied the plastic sheet inward at the from the pipe and squeeze the ' coating which is to be covered. serrations when applying to black rubber compound com- Apply a coat of Royston small diameter pipe. Position pletely around and underneath ROYBOND 747 PRIMER and and place the Handy Cap on the wire. Then push the lead ' allow to dry to a non-glossy the welded area with the tunnel wire back down on the pipe appearance, which will take over the lead wire. and press the elastomeric com- about 5 minutes, depending on pound into firm contact with the humidity and temperature, pipe over the entire area. No further protection is Construction: Molded plastic cap filled with corrosion resistant necessary when ROYSTON ' compound on a base of thick elastomeric tape. HANDY CAPTM covers the entire _. Dimensions: Overall: 4"x 4" exposed metal area. Plastic Sheet: 23/,"x 4" (Serrated) Uncovered areas should e protected by applying tape or Sheet Thickness 10 Mils mastic, such as ROYSTON BLUE Plastic Dome: 1%" Diameter/0,8" in Height MAX WATER PIPE LINE TAPE CP Tape Thickness: 425 Mils or ROYSTON ROSKOTE MASTIC. ' Weight: 2.1 ±0.2 Ounces When coating or wrapping Application the ROYSTON HANDY CAPTM, Temperature: -200 to 120°F. remove the narrow strips of Service Temperature -400 to 185OF plastic release film on the top of Shelf Life: At least One Year ___._ . the cap, This will assure maxi- ._.- -- _ _ mum protection by affecting a T ,i positive waterproof seal. ROYSTON HANDY CAPTM is packed 24 per carton. (Shipping Weight is 5 Lbs) is available in . . , . , . . . .N. . . . . 6 Ounce Aerosols—sufficient for 12 Caps ' 16 Ounce Aerosols—sufficient for 30 Caps 1 Quart Cans —sufficient for 200 Caps Royston Laboratories Division ' CHASE Chase Corporation �`` ' !' 128 First Street(Blawnox) corporation Pittsburgh,Pennsylvania 15238 Phone:(412)828-1500 ' 800-245-3209 FAX:(412)828-4826 The technical data furnished is true and accurate to the best of our knowledge.However,no guarantee of accuracy is given or implied.We guarantee our products to conform to Royston quality control standards.We assume no responsibility for coverage,performance or injuries ' resulting from use.Liability,if any,is limited to replacement of products.Prices and cost data shown are subjectto change without prior notice. Form No.172-C Printed in U.S.A. 1 HMW / PE ' SPECIFICATION : This specification describes single conductor cathodic protection cable. It is Underwriters Laboratories listed as direct earth burial DC feeder cable for cathodic protection systems, storage tanks, pipelines, wells, ocean vessels, and metallic structures buried or water submerged. ' 1. SCOPE Single conductor copper insulated with high molecular weight polyethylene (HMWPE) . 2. CONDUCTORS The conductor shall be stranded copper per ASTM B-3 or B-8. 1 3. INSULATION The conductor shall be insulated with polyethylene complying with the physical and electrical properties per ASTM D-1248( type I, class A, B, or C, category 5, grades El-E5, J1 and J3) and UL 1581. IDENTIFICATION ' The wire shall be identified by surface marking indicating conductor size, manufacturers UL file number, 600 Volts, the words "cathodic protection cable", and ( UL) . 1 5, TESTS The wire shall be tested in accordance with the requirements of ASTM B-3, B-8, D-1248 and UL 1581 . All wire will be spark tested at 7500 to 1 12500 VAC. 1 INSULATION NOMINAL D. C. SIZE STRANDS CMA THICKNESS DIAMETER WT/MFT OHM/MFT W#14 7 4, 100 . 110 . 293 38 2. 624 ' #12 7 6, 512 . 110 . 311 48 1. 650 #10 7 10, 376 . 110 . 340 62 1. 038 ' #8 7 16, 534 . 110 . 370 87 0, 653 1 #6 7 26, 218 . 110 . 408 122 0. 411 Ift #4 7 41, 740 . 110 . 456 175 0. 258 #2 7 66, 370 . 110 . 510 260 0. 162 1 #1/0 19 105, 455 . 125 . 620 405 0. 102 Custom constructions and/or colors available by quotation. 1 1 1 7 1 SPEC 2020 Rome Cable January 1, 2003 C O P P O P A T l O N ROME THWN or THHN PVC Insulation, Nylon Jacket, 600 Volts ' APPLICATION: General purpose wiring in accordance with the National Electrical Code,maximum conductor temperature of 90°C in dry locations and 75°C in wet locations,600 volts,for installation in conduit or other ' recognized raceway. Also used for wiring of machine tools(stranded),ap- pliances,and control circuits not exceeding 600 volts. PVC Insulation STANDARDS: 1. Listed by UL as Type THHN or THWN per Standard 83,and as Type MTW per Standard 1063(stranded items). r ' 2. Listed by UL as Gasoline and Oil Resistant II. 3. Listed by UL as Sunlight Resistant(1/0 AWG and larger,black only). ` 4. 1/0 AWG and larger pass UL and IEEE-383 ribbon burner flame test h and are listed For CT Use. � ��� 5. Listed by UL as 105°C Appliance Wiring Material,600C where exposed T ' to oil(stranded items only). Nylon Jacket 6. C(UL)listed as Type T90 Nylon or TWN75,FT1.(Solid Colors Only) Uncoated Copper Conductor CONSTRUCTION: Annealed uncoated copper conductor,PVC insulation, ' nylon jacket,surface printed. Thickness Approx.Wt. t,t Size in Mils Nom NEC Ampaciry' IbJ1000 Ft. Standard Package STOCK ITEMS AWG PVC inal ' Put up 1 2 3 4 5 6 7 8 9 10 11 12 or No.of Insula- Nylon Diam. 75°C 90'C Ship- kcmil Strands tion Jacket Inches THWN THHN Net ing Length Solid (THWN or THHN) 14 Solid 15 4 .105 20 t 25 t 16 17 500'spis. 4 per ctn. S S S S S S S S S S ' 17 2500' NR reel S S S S S S S S S S 12 Solid 15 4 .122 25 t 30 t 24 25 500'spis. 4 per ctn S S S S S S S S S S S 26 2500' NR reel S S S S S S S S S S S 10 Solid 20 4 .153 35 t 40 t 38 39 500'spis. 2 per ctn. S S S S S S S S S ' 40 2500' NR reel S S S S S S S S S Stranded MTW or THWN or THHN 14 19 15 4 .112 20 t 25 t 16 18 500'spis. 4 per ctn. S S S S S S S S S S S 17 2500' NRreel S S S S S S S S S S S 12 19 15 4 .130 25 t 30 t 24 25 500'spis. 4 per ctn S S S S S S S S S S S 26 2500' NRreel S S S S S S S S S S S 10 19 20 4 .164 35 t 40 t 38 40 500'spis. 2 per ctn. S S S S S S S S S S S 40 2500' NR reel S S S S S S S S S 8 19 30 5 •220 50 55 64 71 500, NR reel S S S S S S S S 1000%NS NRreel S 6 19 30 5 .256 65 75 98 99 500, NRreel S S S S S S S S 1000',NS NRreel S 4 19 40 6 .325 85 95 155 168 500' NRreel S 1000, NR reel S S ' NS NR reel S S S 3 19 40 6 .353 100 110 190 204 500',1000',NS NRreel S 2 19 40 6 .386 115 130 236 254 500%1000' NRreel S NS NR reel S S S S 1 19 50 7 .443 130 150 300 319 1000',NS NR reel S 110 19 50 7 .484 150 170 372 395 1000',NS NR reel S g 2/0 19 50 7 .529 175 195 462 485 1000',NS NR reel S S 3/0 19 50 7 .579 200 225 575 600 1000%NS NR reel S ' 4/0 19 50 7 .635 230 260 716 745 1000',NS NR reel S S 250 37 60 8 .703 255 290 846 905 1000',NS NR reel S 300 37 60 8 .756 285 320 1005 1060 NS NR reel S 350 37 60 8 .806 310 350 1165 1225 1000',NS NR reel S ' 400 37 60 8 .851 335 380 1326 1380 NS NR reel S 500 37 60 8 .934 380 430 1640 1725 1000'.NS NR reel S 600 61 70 9 1.03 420 475 1995 2090 NS NR reel S 750 61 70 9 1.14 475 535 2480 2580 NS NR reel S 1000 61 70 9 1.32 545 615 3300 ' 'Ampacity in accordance with NEC for not more than three conductors in raceway. As THHN:90°C conductor temperature and 30°C ambient in dry locations. As THWN: 75°C conductor temperature and 30°C ambient in wet or dry locations. t The over current protection shall not exceed 15 amperes for 14 AWG,20 AWG amperes for 12 AWG and 30 amperes for 10 AWG copper. ' (')Color Code:1 black,2 white,3 red,4 blue,5 green,6 yellow,7 orange,8 brown,9 purple,10 pink,11 gray,12 tan. 8 Information on this sheet subject to change without notice. 8 1 Revised 9/3/03 1 NORTON CORROSION LIMITED PRE-PACKAGED MAGNESIUM ANODE 1 SPECIFICATIONS ' D B 1 ' ANODE NOMINAL DIMENSIONS, INCHES APPROX WEIGHT ANODE — BARE PACKAGED WT LBS LBS A B C D PKGD 3 4.75 3.5 12 6 10 5 8 3 14 6 16 9 13.5 3.5 20 6 28 1 17 25 3.5 30 6 51 20 60 2.5 64 6 80 V 32 19.5 5.5 27 8 73 50 16 7 22 8 105 ' ANODE CORE: Continuous galvanized steel core wire running lengthwise through anode, one end counter-bored to expose core wire. ' ANODE BACKFILL: 75% Gypsum 20% Bentonite 5% Sodium Sulfate (Other compositions available upon request) 1 ANODE LEAD WIRE: -#12 HMW/PE copper lead wire, stranded, soldered to core. (Other sizes and types available on request) 1 NOMINAL METAL ANALYSIS, HIGH POTENTIAL ANODE: Aluminum, max. 0.010% Zinc ----- Manganese 0.50— 1.3% Iron, max. 0.03% Silicon, max. ----- Copper, max. 0.02% Nickel, max. 0.001% Others each, max. 0.30% Magnesium Balance 1 CORROSION CONTROL SPECIALISTS SINCE 1959 1 8820 222nd Street SE Phone: 425-483-1616 Woodinville,WA 98077 Fax: 425-485-1754 1-800-426-3111 Sales@nortoncorrosion.com 9 TOOLS SHIM STOCK CAB-140-A Shim Stock is useful to adapt the conductor ' when a variety of sizes exist and only ; a few connections of each one are ADAPTER SLEEVES required. _ Small conductors may be built up to `\ fit the opening of larger size welders using MOLD CLEANER either adapter CAB-136-A sleeves or Mold Cleaners are useful shim stock for removing the slag from ' CAA molds after making a CADWELD connection. , 2M1i re t '{4t3 Cable Size Use Adapter Use in Mold for Y„ Sleeve Conductor Size Stranded Solid Part No. Stranded Solid # 12,14 # 10 1214 CAP 33-1 H #6 #6 ' L6E 8, 10 CAP 33-1 K - 4 6,8 CAB-133-1L 4 5 CAB-112 2 Adapter sleeves can be used when a limited number of connections are to be made with a smaller conductor in a larger welder. ' SUREFIRE"' CAT-111 Self-igniting propane torch head. Squeeze the control knob for an instant flame. Release and it's out. No flame adjusting. And, the burn tip remains cool during normal use. Operates on its side or oN upside down. Can withstand 60-MPH winds without oFF O flareout. Saves fuel. Safer to use. Fits all standard 14 and 16 oz. propane cylinders. \\ 1\ SUREFIRElm is a trademark of IPI. ' 10 OWN""61P 600.11 ROYSTON LABORATORIES, Division Chase Corporation 128 First Street, Pittsburgh, Pennsylvania 15238 • Telephone 412/828-1500 800-245-3209 FAX 412/828-4826 ROYSTON ROYBOND PRIMER 747 ' ROYSTON ROYBOND PRIMER 747 is an solvent at the top of the container, stir lightly to reach a smooth, creamy consistency. elastomer-resin based formulation used as a ' corrosion resistant primer for adhering Surface Preparation: Steel surfaces should ROYSTON GREENLINE ACCESSORY WRAP to be dry and cleaned of all rust and other both metallic and non-metallic surfaces for contaminants by wire brushing, blasting or ' underground service. other methods. Mill applied coatings and pipe wraps should be dry and free from mud, soil, dust and oil. ROYSTON ROYBOND PRIMER 747 provides a ' strong bond between GREEN LINE WRAP and Application: ROYBOND 747 may be applied all of the various surfaces commonly en- by brush or roller without thinning. It must be ' countered in underground service. Its high brushed out to a thin film not more than 11/2 degree of corrosion resistance enhances mils dry thickness, DO NOT APPLY TOO salt crock performance and maintains ex- THICK. ROYBOND 747 will brush out readily to cellent adhesion under adverse en- the desired thin film. ' vironmental conditions. Its heavy consistency retards settling in the container yet allows Application Temperature: Pipe heated by easy brush-out for thin film coverage. welding should be allowed to cool to 120' to ' 140°F. before applying ROYBOND 747. Ap- ROYSTON ROYBOND 747 should be used to plication may be made at temperatures ' adhere GREENLINE ACCESSORY WRAP to the below 0°F., but condensation of moisture following substrates commonly used must be guarded against at low underground: temperaures. ' Steel and galvanized metal Drying Time: For rapid bond development Extruded polyethylene and ROYBOND 747 should be allowed to dry to a non-glossy appearance before a in polypropylene GREENLINE. This will require only one to fiveCoal tar and asphalt enamels q Y Microcrystalline wax minutes depending on variable application conditions, Bond development over semi- Thermoplastic and thermoset thin film p coatings dried primer is delayed somewhat, and over Laminated and extruded pipe wraps wet primer it is delayed as much as 24 hours. ' ROYBOND 747 is formulated for bonding Coverage: Coverage of ROYBOND 747 on ROYSTON GREENLINE WRAP. Its suitability with metal surfaces is 300 to 400 square feet per ' other tapes or wraps should be tested prior gallon at 1 to 11/2 mils dry film thickness, to use. Allowance must be made for rough surfaces and application losses which will reduce Fa_0f r�� E rTa coverage. One gallon of ROYBOND 747 to Mixing: ROYBOND 747 settles very slightly on three squares of GREENLINE is a good rule of standing. If there is an accumulation of thumb. ' 11 r � r 7$4 a TYPICAL PROPERTIES: ' Composition: Elastomer-resin based formulation in blended solvent system, Color: Black Viscosity: 22,000 ±5,000 cps Brookfield Viscometer, RV-4 spindle at 2.5 rpm, Weight per Gallon: 8.1 lbs. Specific Gravity: 0.97 Percent Solids: By Volume: 29% By Weight: 37% Flash Point: 38°F, Seta Flash Closed Cup. Shelf Life: At least one year. ' ORDERING INFORMATION: ROYSTON ROYBOND PRIMER 747 is available in one quart and one gallon metal cans, in five gallon steel pails and in fifty-five gallon steel drums. Quart cans are packed six per carton and gallon cans four per carton, It is also available in 16 ounce aerosol Spra-Pac cans, packed 12 per carton. 1 CASE Royston Laboratories ©� Division Chase Corporation corporation a,��' 128 First Street (Blawnox) a Pittsburgh, Pennsylvania 15238 800-245-3209 (412) 828-1500 FAX (412) 828-4826 ' The technical data furnished is true and accurate to the best of our knowledge. However, no guarantee of accuracy is given or implied. We guarantee our products to conform to Royston quality control stan- dards, We assume no responsibility for coverage, performance or injuries resulting from use. Liability, if any, is limited to replacement of products. Prices and cost data shown are subject to change without prior notice, ©1991 Royston Laboratories Division Printed in U.S.A. 12 Pwpi ® PVC Rigid Electrical Conduit 1 1 1 Schedule 1 40 Conduit SLISTED Conforms to UL 651 1 and NEMA TC 2 1 1 . Conduit conforms to UL 651 including 900 C rating and sunlight resistance criteria. 2. All conduit is produced with integral solvent-weld 1 bells. Plain-end conduit may be available. 3. Conduit is produced in 10-foot lengths. 20-foot lengths may be available. ' 4. Conduit color is gray, except where noted. ' Average Approximate Minimum Outside Inside Wall Approximate Item Trade Diameter Diameter Thickness Weight ' Number Size (inches) (inches) (inches) (lbs/100') 4600500103 1/2 0.084 0.60 0.109 16 4600750103 3/4 1.050 0.80 0.113 22 1 4601000103 1 1.315 1.03 0.133 32 4601250103 11/4 1.660 1.36 0.140 46 1 4601500103 11/2 1.900 1.59 0.145 54 4602000103 2 2.375 2.04 0.154 73 1 4602500103 21/2 2.875 2.44 0.203 120 4603000103 3 3.500 3.03 0.216 170 1 460350.0103 31/2 4.000 3.51 0.226 200 4604000103 4 4.500 3.99 0.237 230 1 4605000103 5 5.563 5.01 0.258 320 4606000103 6 6.625 6.02 0.280 410 1 1 P.O. Box 10049, Eugene, Oregon 97440-2049 (800) 347-0200 (541) 343-0200 Fax (541) 686-9253 13 PWJNI ® PVC Electrical Conduit Fittings and Accessories 1 1 Standard 450 900 1 Radius Elbows Schedule 40 1 Conforms to UL 5141B SLISTED NEMATC3 ' 45' Elbow 900 Elbow 1 Plain End Belled End Trade Plain End Belled End Trade Item Number Item Number Size Item Number Item Number Size 7145 0050 7545 0050 1/2 7190 0050 7590 0050 '/2 1 7145 0075 7545 0075 3/4 7190 0075 7590 0075 3/4 7145 0100 7545 0100 1 7190 0100 7590 0100 1 ` 7145 0125 7545 0125 1'/4 7190 0125 7590 0125 1'/4 1 7145 0150 7545 0150 1'/2 7190 0150 7590 0150 1'/2 7145 0200 7545 0200 2 7190 0200 7590 0200 2 1 7145 0250 7545 0250 21/2 7190 0250 7590 0250 21/2 7145 0300 7545 0300 3 7190 0300 7590 0300 3 1 7145 0350 7545 0350 31/2 7190 0350 7590 0350 3'/2 7145 0400 7545 0400 4 7190 0400 7590 0400 4 7145 0500 7545 0500 5 7190 0500 7590 0500 5 7145 0600 7545 0600 6 7190 0600 7590 0600 6 ' Standard Radius Sweep Dimensions Schedule 40 Minimum Minimum Minimum Minimum Trade A B C Trade A B C Size (inches) (inches) (inches) Size (inches) (inches) (inches) 1 '/2 0.840 4.000 1.500 21/2 2.875 10.500 3.000 3/4 1.050 4.500 1.500 3 3.500 13.000 3.125 1 1.315 5.750 1.875 31/2 4.000 15.000 3.250 1 11/4 1.660 7.250 2.000 4 4.500 16.000 3.375 -� 11/2 1.900 8.250 2.000 5 5.563 24.000 3.625 ' 2 2.375 9.500 2.000 6 6.625 30.000 3.750 1 P.O. Box 10049, Eugene, Oregon 97440-2049 (800) 347-0200 (541) 343-0200 Fax (541) 686-925:. 14 Pwillive, PVC Electrical Conduit Fittings and Accessories 1 UL CouplingsA B N S LISTED All sizes conform to E UL 514B and NEMA TC 3 ' Average Average Minimum Minimum Minimum Item Trade A B C N D E Number Size (inches) (inches) (inches) (inches) (inches) (inches) 6001 0050 1/2 0.852 0.836 0.652 3/32 0.630 0.095 6001 0075 3/4 1.064 1 .046 0.719 3/32 0.834 0.095 6001 0100 � 1 1 .330 1.310 0.875 3/32 1 .059 0.100 6001 0125 11/4 1.677 1 .655 0.938 3/32 1.392 0.120 ' 6001 0150 11/2 1.918 1.894 1.062 3/32 1 .622 0.120 6001 0200 2 2.393 2.369 1.125 3/32 2.079 0.130 6001 0250 21/2 2.890 2.868 1 .469 3/16 2.484 0.165 6001 0300 3 3.515 3.492 1.594 3/16 3.083 0.216 6001 0350 31/2 4.015 3.992 1.687 3/16 3.598 0.226 6001 0400 4 4.515 4.491 1.750 3/16 4.076 0.237 6001 0500 5 5.593 5.553 1.937 3/16 5.097 0.258 ' 6001 0600 6 6.658 6.614 2.125 1/4 6.115 0.280 1 P.O. Box 10049, Eugene, Oregon 97440-2049 (800) 347-0200 (541) 343-0200 Fax (541) 686-92-r- 15 1 PWI NJ ® PVC Electrical Conduit Fittings and Accessories End i Bells ' N t ' Conforms to ASTM F 512 SH . Maximum Maximum Maximum Item Nominal M1 SH N Number Size (inches) (inches) (inches) ' 6150 0100 4 - 1 21/4 0.070 3/16 6150 0150 11/2 21/2 0.070 3/16 ' 6150 0200 2 37/64 0.075 5/16 6150 0300 3 41/8 0.076 5/16 6150 0350 31/2 45/8 0.087 5/16 6150 0400 4 511/32 0.097 7/16 ' 6150 0500 5 6 13/32 0.118 7/16 6150 0600 6 713/32 0.140 7/16 ' P.O. Box 10049, Eugene, Oregon 97440-2049 (800) 347-0200 (541) 343-0200 Fax (541) 686-925,5 16 CATHODIC PROTECTION CONNECTIONS CADWELD BONDS - FORMED TERMINAL FACTORY MADE BONDS Conductor Insulated Bond Bare Bond Bonds with terminals formed on the ends are often Size Part No. Part No. ' used for bonding pipe joints and fittings. The formed tr2 CAF1-IV-length CAF2-1V-leng1h terminal allows a smaller weld metal size to be used. 1/0 CAF1-2C-length CAF2-2C-length 210 CAF1-2G•length CAF2-2G-length �•' LENGTH IN INCHES rFIELD MADE BONDS Conductor Sleeve Hammer Die Size Part No. Part No. a CNOWr���111 Formed Terminal Bonds #4 CAS-20-F CAD-11 -`"- r may be made in the field '#2 CAS-09-F CAD-09 using sleeves (one per 110 CAS-05-F CAD-05 conductor end) and form- 2ro CAS03-F CAD03 ing them in the hammer dies listed. WELDERS FOR FORMED TERMINAL BONDS Type FS Type FC t Welders for Welders for STEEL Pipe CAST IRON I Pipe ' Do not use on soil pipe. (ASTM A74- For DUCTILE 82). 1 A test weld should IRON, See be made on a sec- tion of the pipe be- page 12 ing used to deter- mine possibility of detrimental metal- lurgical effects. STEEL CAST IRON SURFACE Welder Welder Weld SURFACE Welder Welder Weld Part No.t Price Metal Part No.t Price Metal Flat(10"& larger pipe) CAFSA-1 L CAA CA25 Flat(30"& 4" Pipe CAFSA-1 LA CAA CA25 larger pipe CAFCA-1 L CAA CA32XF-19 6-8" Pipe CAFSA-1 LB CAA CA25 4-24" Pipe CAFCA-1 L-P.S.' CAA CA32XF-19 ' Flat(10"& larger pipe) CAFSA-1V CAA CA25 : Flat(30"& 4" Pipe CAFSA-1VA CAA CA25 larger pipe CAFCA-1V CAA CA32XF-19 ' 6-8" Pipe CAFSA-1VB CAA CA25 4-24" Pipe CAFCA-IV-P.S.' CAA CA32XF-19 Flat(12"& larger pipe) CAFSA-2C CAA CA32 Flat(30"& ' 4"Pipe CAFSA-20A CAA CA32 larger pipe) CAFCA-2C CAA CA45XF-19 6-10"Pipe CAFSA-2C13 CAA I CA32 4-24" Pipe CAFCA-2C-P.S.' CAA CA45XF-19 Flat(12"& larger pipe) ' CAFSA-2G CAA CA45 Flat(36"& 4"Pipe CAFSA-2GA CAA CA45 larger pipe) CAFCA-2G CAA CA65XF-19 6-10"Pipe CAFSA-2GB CAA CA45 4-30" Pipe CAFCA-2G-P.S.' CAA CA65XF-19 'IrxkM pipe size. ' tReplacement molds(graphite portion)are available by ordering Welder Part No.-"M". 17 1 i ti�Y o� City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 11/08/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT. Glacier Northwest Number of pages including cover sheet 1 Concrete Mix Design #3310 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the concrete as submitted by Glacier Northwest (mix design#3310) and take no exception to the submittal. RENTON AHEAD OF THE. CURVE. FrcMOAffidkicon, Inc. to 4254307241 at 11/012aU9 1:571M2005 2j3 002/003 F5197-5st Marginal Way S WA 98134 C�uporate:(206)704-3012 x 17-10 Sates:0---06)704-3014 Wn 9Sl11 Credit:(206)764-3013 G)7[i4-3t100 Wamhouse:006)762-107 7 Gk C I E R C;cmcnt 1-crminal:(206)-164-7176 o a T N w a t T CONCRETE MIX DESIGN #3310 314" MAXIMUM AGGREGATE POUNDS ABS. MATERIAL S.S.Q. VOLUME CEMENT TYPE I -It 565 2.87 BUILDING SAND 1370 8.28 314" x #4 GRAVEL 1780 10.64 WATER 250 4.01 % ENTRAINED AIR 5.0 1.35 TOTALS 3965 27.16 AIR ENTRAINMENT (Meets ASTM C-260) 4 oz.l yd. W/C RATIO 0.44 SLUMP 4 +1-1" % AIR 5 +1- 1-112 AGGREGATE SOURCE SP. GR. BUILDING SAND DUPONT 2.65 314" x #4 GRAVEL DUPONT 2.68 i N2!e:Approvnl of this rt;ux!hereby entitles Glacier Northwest to all slrLffgtlt tlalrc-eneramd from this projeef FROM 3606535546 TO Americon, Inc. 11/8/2005 7:50 AM Page 2 rt 0 0 O GLACIER NORTHWEST H n 0 CONCRETE CYLINDER REPORT 0 PROJECT CONTRACTOR MIX DATE LAD SLUMP AIR 3-DAY 4-DAY 7-DAY 28-DAY 28-DAY 28-DAY 28-DAY CD - --AV ERAGI rt W PIERCE CO,TERM,BLDG. PORTER BROTHERS 3310 10-Feb•04 ROSENAU $,DO 6.3 3410 4210 4410 4310 0 FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 10-Feb-04 PSI 4.00 5.7 2990 6430 6460 5440 APIERCE CO.TERM.BLDG. PORTER BROTHERS 3310 11-Feb-04 ROSENAU 6,00 5.3 3540 6670 $320 644S N C) PIERCE CO.TERM,BLDG, PORTER BROTHERS 3310 11•Feb-04 ROSENAU 5,00 5.5 3380 47DO 4670 4685 (n FORT LEWIS.BARRACKS BAUGH SKANSKA 3310 11-Fob-04 PSI 4.50 4.9 2980 4370 4500 4436 D. FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 12-Fab-04 PSI 3.2S 5.1 281D W PIERCE CO.TERM.BLDG. PORTER BROTHERS 3310 13-Feb-04 ROSENAU $.00 5.4 3300 4020 4300 4160 PIERCE CO.TERM.BLDG. PORTER BROTHERS 1310 13-Feb-a4 ROSENAU 4.76 5,1 3940 S120 5240 6160 N O PIERCE CO.TERM.BLDG. PORTER BROTHERS 3310 18-Feb.04 ROSENAU 5.D0 S.6 3440 4960 4960 4905 'A N D FORS LEWIS-BARRACKS BAUGH SKANSKA 3310 19-Feb-04 PSI 3.60 4.3 3160 6900 6$20 5860 3 PIERCE CO.TERM,BLDG. PORTER BROTHERS 3310 20-Feb-04 ROSENAU 4.60 3850 5170 Soso 5110 CD PIERCE CO.TERM.BLDG, PORTER BROTHERS 1310 20-Fab-04 ROSENAU 4,00 3960 6040 S260 5150 0. PIERCE CO.TERM,BLDG. PORTER BROTHERS 3310 26-Feb-04 ROSENAU 5,00 4.9 5450 7600 7600 7600 p PIERCE CO.TERM,BLDG. PORTER BROTHERS 3310 27-Feb-04 ROSENAU 4.50 4.2 3620 5590 Ss00 5645 FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 1-Mar-04 PSI 7.00 SA 3640 SD30 6160 Sass FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 2-Mar-04 PSl 5.50 6.2 Mao n FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 2•Mar-04 PSI 4,50 5,0 2990 S.R.OS9 HOV LANES-FED.WAY DPK, INCORPORATED 3310 44ftr-04 ROSENAU 3.50 2.5 4820 FORT LEWIS-BARRACKS BAUGH SKANSKA 331D 4•Mor-04 PSI 6.00 419 3470 C.I PIERCE CO,TERM.BLDG. PORTER BROTHERS 3310 8-Mar-04 ROSENAU 4.00 5.0 3660 PIERCE CO.TERM. PORTER BROTHERS 3310 8-Mar04 ROSENAU 4.00 4.9 3240 PIERCE CO.TERM.BLDG, PORTER BROTHERS 3310 8-Mar-04 ROSENAU 4.00 5.1 3600 ~ C) FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 8-Mar-04 PSI 4.00 4.9 3220 Cn PIERCE CO.TERM,BLDG, PORTER BROTHERS 3310 9-Mar-04 ROSENAU 4,00 5,5 3860 _Qv. FORT v FORT LEWIS-BARRACKS BAUGH SKANSKA 3310 9-Mar-04 PSI 4.60 5.1 3440 Ln CASC,COLUMBIA TANK FARM NEI&CO, INC. 1310 1044at.04 ROSENAU 7,00 5.0 3340 O FORT LEWIS,BARRACKS BAUGH SKANSKA 3310 11-Mar-04 PSI 4.00 5.1 3650 D PIERCE CO,TERM.BLDG. PORTER BROTHERS 3310 12-Mar-04 ROSENAU 6,00 4.9 3710 'S PIERCE CO.TERM,BLDG. PORTER BROTHERS 3310 IT-Mar-04 ROSENAU 5,26 5.8 3490 N PIERCE CO.TERM.BLDG. PORTER BROTHERS 3310 19-Mar-04 ROSENAU 5.9 3630 Cn CD W 4l OF TESTS »»»>y 29 28 0 0 30 14 14 0 14 AVERAGES »»»» 4.66 51 #4#** #DlVfO! 3581 6194 5224 rEDIV10l 5209 0 STD. DEV, »»»» *DIV10l 621.12 844.18 cr CO.OF VAR. »»»» 4DIV101 14.65 18,21 w w` O O W O O W •From.Americon, Inc. to 4254307241 at 11/8/2005 8:57 AM 001/003 23020 SE 272nd Street 'f Maple Valley WA 98038 Email: essoushek@earthlink.net ;4C Phone: (425) 432-2444 Fax: (425) 432-6698 Message Following is the proposed mix design for the concrete scheduled for tomorrow. Please let me know as soon as possible if approved. Ena DeMarais-Soushek This fax consists of 3 Finance & Administration pages incl cover sheet From: Americon, Inc. TO: City of Renton Ena Soushek Mike Benoit Date: 11/812005 Page(s): 3 ►, n, CITY OF RENTON Planning/Building/PublicWorks Department -Wheeler, Mayor Gregg Zimmerman P.E.,Administrator Kathy Keolker May 23, 2005 Chris Purdue Americon, Inc 23020 SE 272nd Street Maple Valley, WA 98038 SUBJECT: REVIEW OF TRIDENT MATERIAL SUBMITTALS Dear Chris Purdue: The City of Renton's Wastewater Utility staff has reviewed the Trident material submittals. We take no exception to the following submitted items: I PVC Sewer Pipe Diamond Plastics Corp C900,DR25, 100PSI, 6", 8" Gasketed 2 PVC Sewer Pie Diamond Plastics Corp SDR 35 Gasketed 8", 12" 4 Ductile Iron Pie Griffin Pie TJ,Class 52 8", 12" 5 Ductile Iron Fittings Star Pipe Products MJ,MJ x FL 8", 12" 8 Flexible Couplings Fernco Series 1002, 1006 6" 9(b) Ductile Iron Pie Griffin Pie TJ,Class 52 6", 12" 10 Ductile Iron Fittings Star Pipe Products MJ,MJ x FL 6", 8", 12" 11 Pipe Wrap Tape Chris 's 10 Mil 2"x 100' 12 Pipe Encasement Trumbull Industries 8 Mil,Ansi/AWWA 27"x 1000' C 105/A21.5 13 Flange Bolt Kits Cain Bolt and Gasket 14 Tapping Sleeve JCM Industries 412, Steel 12"x 12" 16 Gate Valves American AVK Resilient Seated, 4", 65, 817 , MJxMJ,MJxFL, 12" FLxFL 17 Gate Valves Kennedy RS,Threaded 2" 18(b) Copper Tubing Cerro Flow Products 2406,Double Strap 19 PlugCo Stops A.Y.McDonald 4710Q 3/4", 1" 20 Coupling A.Y.McDonald 4759Q 1-1/2" 21(a) Coupling A.Y. McDonald 4753Q 1-1/2" 23 Meter Box Lids Mid-States Plastics CBC-1324R,TR/PL Item 3: GPK PVC Fittings would be a product we take no exception to. However,we would need clarification for use. We do not believe that these fittings will be appropriate for use on the C900 sewer mains. Items 6 and 7 are not called for in the contract and were thus not reviewed. Item 9(a?): Please resubmit, specifying the couplings and pipe type proposed. Item 15: Model 129 is not approved. Please resubmit per Renton Standard Detail B 102. 1055 South Grady Way-Renton,Washington 98055 R E N T O N ®This paper contains 50%recycled material,30%post consumer AHEAD OF THE CURVE Americon Submittals May 23,2005 Page 2 of 2 Item 18(a?): Renton takes no exception to the valve box cover submitted. Information on the valve box was not submitted. Item 21(b): Please resubmit per Renton Standard Detail B106 (IE: McDonald Brass 21- 215WCQQ33). Item 22: Please resubmit per Renton Standard Detail B106(IE: MSBCF 1324-18). If you have any questions,please contact me at 425-430-7206. Sincerely, �— Michael A Benoit,Project Manager Wastewater Utility Enclosure HAFile Sys\WWP-WasteWater\WWP-27-2988 Wells Ave S Utility Replacement\americon02.DOC\MABtp T � Preconstruction Submittal Section V Preliminary Requests for Approval of Materials City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988 MAWashingtonState Department of Transportation Request for Approval of Material Contract 'FA Number SR Date ' T t3uS 7Dis T tf it- C' Section County Contractor Subcontractor -,4 1 'I�0id /-/(, /Q/� For assistance in completing, see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE Hdqt.Appr'I Apprrl File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. A01 8" 0 vivo Pry T- (aoo$ II N00 PvC wJITA: Z vvol P109 5411 54,qiwVV S S Pno 54" SS M rv,1ft C60 + 57"04ce,s J'-Ll I R H 12 tl IT l- O i S 12-I' C-7ATF Inc �1 11 &n-TE VAL A 24 f' C-7 aTF vklwo Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 AdW � Washington State o� VI/ Department of Transportation Request for Approval of Material Contract FA Number SR Date._ Section County / Contractor Subcontractor tq l cot-I, l l� C l For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE Hdqt.Appr'I Apprrl File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. 12t= HJ (JR#--rNT" 7-P-1 DE147- I'Y2O Co" o l2)"v 1NA-Zu--e �ZI a uccr ro 14'f vvH W0eA� zz tiWFcr 7o e"wM Pc23 C,o�-id,-c-r co L"wM _ A24 ovoiel—rr to w/-Is, l- Prz5 3 q "5 vc co-werc wM A9,6 S Ve Cc JL/wurT VVH AD') 00ad AV Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 VrAfWashington State Request for A roval of Material Department of Transportation q pp Contract FA Number SR Date Section County LGlN67 Contractor Subcontractor . � 1CD,�� tr•�1C . tdl14 For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE Appr'I Apprrl File Item No. Manufacturer's ProducUType Manufacturer or Pit Number Reference Code Code No. G�k I Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 Washington State Department of Transportation Request for Approval of Material Contract FA Number SR Date �j -NTt t� I�uS LJ Tf L- Section County Contractor Subcontractor ,t."&, i Co�� I nl e For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification PE Hdqt Appr'I ApprY File Item No. / nu Manufacturer's Product/Type Manufacturer orr�Pit Number Reference Code Code No. p:)ZTt:f-C7 COz12,lif 5w -- &-s T Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 MATERIAL SUBMITTALS PROJECT: Central Business District Utility Replacement Project Owner: City of Renton Contractor: Americon, Inc SUBMITTED BY: TRIDENT WATER WORKS INC 2203 Inter Ave, Suite A, PUYALLUP 98372 PHONE (253) 848-9337 FAX (253) 848-1113 Americon, Inc Central Business District Utility Replacement Project, Renton Submittal Item No. Description Manufacturer Model # Size Storm & Sewer System Materials C900, DR25, 100 PSI, 1. PVC Sewer Pipe Diamond Plastics Corp Gasketed 6", 8" SDR 35 Solvent Weld, 2. PVC Sewer Pipe Diamond Plastics Corp Gasketed 8" SDR 35 Solvent Weld, 3. PVC Fittings GPK Products Gasketed 12" 4. Ductile Iron Pipe Griffin Pipe TJ, Class 52 8", 12" 5. Ductile Iron Fittings Star Pipe Products MJ, MJxFL 8", 12" Detectable Marking Green, marked"Sewer" (may 6. Tape Christy's be optional) 2", 6"x 1000' 7. Tracer Wire Cerrowire 14g, Green (may be optional) 8. Flexible Couplings Femco Series 1002, 1006 6" Corrugated Plastic Series 65, Double Wall, Solid, 9. Pipe American Drainage Systems Testable 12" AWWA C900 PVC Water Distribution Pi e Mfg. Nominal List Outside Minimum Joints Feet ** Feet Pipe Price Wall Per Per Per Plant Size Per Cft. Diameter Thickness Bundle Bundle Truckload DR25 PR100 GLMNIP GLMNIP 4" 186.64 4.800 .192 50 1000 14000 6" 384.91 6.900 .276 28 560 7280 GLMNIP 8" 662.16 9.050 .362 10/15 2001300 4200 10" 1000.04 11.100 .444 8/12 160/240 2560 GLMNIP 12" 1414.22 13.200 .528 6/8 120/160 1960 GLMNIP DR18 PR150 GLMNIP GLMNIP 4" 255.23 4.800 .267 50 1000 14000 6" 525.31 6.900 .383 28 560 7280 GLMNIP 8" 904.79 9.050 .503 10/15 200/300 4200 10" 1366.47 11.100 .617 8/12 160/240 2560 GLMNIP 12" 1942.07 13.200 .733 6/8 120/160 1960 GLMNIP DR14 PR200 GLMNIP GLMNIP 4" 322.25 4.800 .343 50 1000 12000 6" 664.49 6.900 .493 28 560 6720 GLMNIP 8" 1142.11 9.050 .646 10/15 200/300 3800 10" 1725.90 11.100 .793 8/12 160/240 2560 GLMNIP 12" 2455.14 13.200 .943 6/8 1201160 1820 3LMNIP Oti.includes a gasket and lubricant ces are subject to a firm policy of'Price in effect at time of shipment on regular purchases." .p://www.dpcpipe.com/sewer/c90Gwater.htmI 5/11/2005 ,ssession of this page or a price list does not constitute an offer to sell. Transportation regulations and equipment utilized may reduce maximum footage per truckload. 3nufacturing Ptah G=Grand Island; L=Lubbock; M-Macon; N=Golconda,Nevada; 1=Muncie; P=Plaquemine Warranty and Liability I Terms and Conditions Product Description ►iamond (C900) PVC Pipe (4" through 12") is made of 12454 compound per ASTM D1784m in ccordance with the dimensional, chemical, and physical requirements of AVWVA C900. }iamond (C900) PVC Pipe carries the National Sanitation Foundation (NSF) seal of approval, and the sting of Factory Mutual System (DR14 & DR18) and Underwriters Laboratories, Inc. (U.L.) ,iamond (C900) PVC Pipe utilizes a gasket, per ASTM F-477, to seal the integral bell socket to the pigot of the next joint (which conforms to the requirements of ASTM D-3139.) Each male end shall be leveled to facilitate joint assembly, and the spigot is reference marked to insure proper insertion depth. )iamond furnished lubricant is to be used in the joining process. 9 is tp://www.dpcpipe.com/sewer/c900water.html 5/11/2005 Gasketed PVC Sewer Pipe Mfg. Nominal List Listprice Price Outside Minimum Bundle * Feet * Feet Pipe Wall /Truckload /Truckload Plant Size per ' Pe20' Diameter Thickness Quantity 13' 20' ASTM D3034 SDR35 3LMNIP _N 3LMNIP 4" 106.51 4.215 .120 69 21528 4" 105.64 4.215 .120 69 22080 _N 6" 246.12 6.275 .180 24/32 9360 3LMNIP 6" 243.80 6.275 .180 24/32 9600 8^ 441.41 8.400 .240 18/24 5148 _N 8" 436.55 8.400 .240 18/24 5280 :*IP 10" 691.92 10.500 .300 12/15 3159 10" 683.55 10.500 .300 12/15 3240 ._N 12" 993.37 12.500 .360 16 2496 3LMNIP 12" 979.61 12.500 .360 16 2560 15" 1478.11 15.300 .437 6 1404 _N 15" 1457.03 15.300 .437 6 1440 3LMNIP _N ASTM F67e 3NM 18" 2077.35 18.701 .499 2/3/4/6 975 :;NM 21" 2885.87 22.047 .588 4 624 3NM 24" 3676.47 24.803 .661 4 624 :;NM 27" 4786.61 27.953 .745 3 351 W **30" 6395.00 32.000 .853 3 351 3M **36" 9161.00 38.300 1.021 2 104 **42" 12400.00 44.500 1.187 2 104 3 **48" 16200.00 50.800 1.355 1 78 SDR26 3MIPLN 4" 139.63 4.215 .162 69 21528 6" 326.23 6.275 .241 24/32 9360 p://www.dpepipe.com/sewer/gasketed.html 5/4/2005 3MIPLN 8" 588.02 8.400 .323 18/24 5148 10" 922.29 10.500 .404 12/15 3159 3MIPLN 12" 1314.02 12.500 .481 16 2496 15" 1968.64 15.300 .588 6 1404 QPLN 18" 2957.03 18.701 .719 2/3/4/6 975 21" 4111.50 22.047 .848 4 624 3MIPLN 24" 5241.70 24.803 .954 4 624 27" 6823.10 27.953 1.075 3 351 3MIPLN **30" 9117.00 32.000 1.231 3 234 **36" 13057.00 38.300 1.473 2 104 'AN **42" 17632.00 44.500 1.712 1 78 MN 3MN AN 3M GM G Minimum Pipe Stiffness SDR-35 PS-46 SDR-26 PS115 JWincludes a gasket and lubricant 3ast Iron O.D. ces are subject to a firm policy of"Price in effect at time of shipment on regular purchases." ssession of this page or a price list does not constitute an offer to sell. Transportation regulations and equipment utilized may reduce maximum footage per truckload. 3nufacturing Plant G=Grand Island, L=Lubbock; M=Macon; N=Golconda,Nevada;I=Muncie;P=Plaquemine iited Warranty and Liability I Terms and Conditions Product Description iamond gravity sewer pipe 4 inches through 48 inches shall be made of compounds conforming to iaterial requirements of ASTM D-3034 & F679 in accordance with ASTM D-1784. Diamond PVC Sewer ipe meets all the dimensional, chemical and physical requirements as outlined in ASTM D-3034 or F- 79. -ie pipe sizes 4 inches through 48 inches are made with an integral bell to utilize the gasket for sealing rich meets specifications defined in ASTM F-477. ach male end shall be beveled to facilitate joining and reference marked to insure proper insertion �pth. Diamond furnished lubricant is to be used in the joining process. -p://www.dpepipe.com/sewer/gasketed.html 5/4/2005 SDR 35 (PS 46) FITTING SPECIFICATIONS 1.0 GPK PVC Sewer Fittings shall be manufactured in accordance with ASTM Standards D-3034 and F-1336 or F-679.The PVC material shall have a minimum cell classification of 12454-B, 12454-C or 12364-C as defined in ASTM D-1784. 2.0 The purpose of GPK in-line fittings is to convey municipal sanitary and industrial wastes, storm water runoff and many other related applications. They are designed to be used in gravity flow and low pressure applications not to exceed 10.8 psi. 3.0 Injection Molded Fittings are produced in sizes 4"through 8" diameters. Fabricated Fittings are produced in sizes 4"through 27"diameters.A fabricated fitting is considered any fitting made from pipe or a combination of pipe molded components. 4.0 Chemical Resistance. GPK fittings resist attack from many acids, alkalis, alcohol, salt solutions and other chemicals. Refer to chemical resistance chart for suitability. 5.0 Marking. GPK fittings shall be marked with applicable size,"PVC", company name or logo, "PSM"and the ASTM specification number(D-3034, F-1336 or F- 679).The fittings and/or packaging shall also include the manufacturer's date and shift code. 6.0 Testing. A test after installation of either low pressure air(Uni-B-6) or a water infiltration-exfiltration test is recommended. 7.0 Deflection Test. The maximum allowable pipe fitting deflection should be 7.5% of base ID as shown in Table XI.1 of D-3034. 8.0 Backfilling and Tamping. Backfilling should follow closely after assembly of pipe and fittings. 8.1 Backfilling with proper material is important to achieve desired density in haunching area which enables pipe,fittings and soil to work together to meet designed load requirements. This eliminates excess deflection and shear breaks due to heavy loads.Approved material shall be used properly, compacted continuously above and around the pipe and fittings as well as between the fitting and trench wall.A cushion of approved material up to a minimum of 12" over the fittings and between the trench walls shall be applied in accordance with the engineer's specifications. 8.2 Tamping. This shall be done by hand tamping of the embedment material between the trench wall of the service line fitting and riser connection.Tamping can also be done by mechanical tampers or by using water to consolidate the embedment material. Extreme unstable ground conditions may require wider trenches to enable you to compact a larger area around the pipe and fittings to the density consistent of the original ground surface conditions. 9.0 Service Lines. Normally, service lines from the property line to the collection sewer should be a minimum depth of 3 feet at the property line and should be laid in straight alignment and uniform slope of not less than 1/4" per foot for 4"nominal pipe and 1/8" per foot for 6" pipe. Where collection sewers are deeper than 7 feet a vertical standpipe of stack is permitted but not recommended, consult the project engineer for proper installation details. Deep sewer chimney and risers necessitate extreme care during backfilling. Where surface loading is anticipated the final backfill must be compacted to a density compatible with those surface loads to be encountered. 9.1 Backfilling around pipe service laterals on slope. Extra attention tp://www.gpk-fargo.com/specs_submittal/catlfitfingspecs.htmi 5/11/2005 should be given on slopes to prevent the newly backfilled trench from becoming a "French Drain." Before backfilling completely there is a tendency for ground and surface water to follow the direction of the looser soil. This flow may wash out soil from under or around . pipe and branch line fittings, reducing or eliminating the support needed. To avoid this problem the backfilling should be of greater compaction. Tamping should be done in 4" layers and continued in this manner all the way to the ground surface line of the trench. Concrete collars or other concrete poured around the fitting to stabilize unwanted movement is recommended to prevent water from undercutting the underside of the pipe and fittings. Summary: Due to various ground conditions and different situations, installation techniques vary widely. We warranty our products to be free of manufacture's defects. We will not replace the products that are installed or used incorrectly. The design of the systems that our product is used in is a factorthat cannot be overlooked. 1601 43rc St. Nc"triwest - =arac. NC 58102 Phone 701-277-3226 Toll Free 800-437-4670 FAX: 701-277-9286 or 800-822-6989 SDR 35 (PS46) SUBMITTAL SHEET Introduction: GPK manufactures PVC sewer fittings in accordance with ASTM D-3034 and F1336 or F-679 to be used in gravity flow or low pressure applications. Injection molded fittings produced in sizes 4"through 8" diameter. Fabricated fittings are produced in sizes 4"through 27" diameters. Material: Fabricated fittings are manufactured from PVC pipe and components meeting all the requirements of ASTM D-3034, F-1336 and F-679 for workmanship, extrusion quality, stiffness, impact resistance, dimensions and structural performance. Extruded pipe components are made from PVC material with a minimum cell classification of 12454-B, 12454-C or 12364-C as defined in ASTM D-1784. Injection molded fittings are made from PVC material with a minimum cell classification of 12454-B, 12454-C or 13343-C as defined in ASTM D-1784. Extrusion Extruded components are tested in accordance with and meet Quality: all requirements of ASTM D-2152 for properly fused PVC. Impact Extruded components are tested in accordance with ASTM D-2444 Resistance: using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall be equal to or exceed the values shown below: 4"-5" 150 Ft-Lbs. 6" -8" 210 Ft-Lbs. 10" - 15" 220 Ft-Lbs. Impact Injection molded fittings are tested in accordance with ASTM D-2444 Resistance: using a 20 lb. Tup A and a Flat Plate Holder B. The strength shall be equal to or exceed the values shown below: _p://www.gpk-fargo.com/specs_submittal/catlfittingspees.htrnl 5/11/2005 4" 50 Ft-Lbs. 6"-8" 75 Ft-Lbs. Pipe Stiffness: Extruded components are tested in accordance with ASTM D- 2421.The stiffness equals or exceeds the requirements of ASTM D-3034 and F-679 of 46 psi. Pipe Extruded components are flattened as described in ASTM D-3034 Flattening: and F-679 until the distance between the plates is 40% of the outside diameter of the pipe. There shall be no splitting, cracking or breaking. Pressure/Pressure Gasketed joints are tested in accordance with ASTM D-3212. Deflection: Pressure: 10 minutes @ 10.8 psi + 10 minutes deflected @ 10.8 psi. Vacuum: 10 minutes @ 22" Hg + 10 minutes deflected @ 22"Hg. Branch The chemically fused areas around the fabricated branches of tee, Bending: wye and tee-wye fittings are tested to ASTM F-1336 to verify their strength and integrity. Riser Load Tee and Tee-wye fittings shall withstand a riser load of at least (100 "TY"OD)pounds. No cracking or splitting shall occur. Joining Chemically Fused Solvent Welded Joints Methods: Solvent cement is handled and tested in accordance with ASTM D- 2564 and D-2855. The Lap Shear Strength shall equal or exceed 900 psi @ 72 hours. Heat Fusion Welded Joints (Butt Fusion Welds) Elastomeric Seals (Gaskets) Must meet all requirements of ASTM F-477 and D-3212. Saddles: Injection molded saddle tees and saddle wyes shall have skirts with a minimum of 80 square inches surface area which can be bonded to pipe. Fabricated saddle tees and saddle wyes shall have skirts with a minimum of 160 square inches surface area which can be bonded to pipe. GPK does not recommend gasket skirts where air tests are required. 1601 43rd St. Nor-thwest - Fargo, NC W0" Phone 701-2774226 Toll Free: 800-437-4670 FAX: 701-277-9286 or 800-822-6989 -p://www.gpk-fargo.com/spees—submittal/catlfittingspecs.html 5/I 1/2005 Griffin Pipe Products Co. Push-On Joint Pipe page 4 of-9 Griffin Push-On Joint Ductile Iron Pipe The TYTON JOEV r and FASTITE JOINT® designs incorporate a single rubber sealing gasket assuring a tight, perma- nent seal.The"push-on"type joint is easy to assemble and fast to install.The push-on design eliminates the need for glands and fasteners.The rubber gasket fits inside the contour of the bell socket, which seats the gasket.The plain-end (spigot) of each pipe is beveled to further ease assembly. TYTON JOINT' Pipe 3" - 24" FASTITE JOINT' Pipe 30" - 48" A A - B F B F Maximum Deflection per NominalIVY Maximum (inches) "A" Joint i Pipe Size Pipe O.D. O.D. (inches) (inches) (inches) (inches) (degrees) Length Length 3 3.96 5.46 3.00 5 19 21 4 4.80 6.52 3.15 5 19 21 6 6.90 8.66 3.38 5 19 21 8 9.05 10.82 3.69 5 19 21 10 11.10 12.91 3.75 5 19 21 12 13.20 15.05 3.75 5 19 21 14 15.30 17.67 5.00 5 19 21 16 17.40 19.79 5.00 5 19 21 18 19.50 21.91 5.00 5 19 21 20 21.60 24.03 5.50 5 19 21 24 25.80 28.21 5.95 5 19 21 30 32.00 34.95 6.50 5 na 21 36 38.30 41.37 6.50 4 na 17 42 44.50 48.25 7.50 3 na 12 48 50.80 54.73 8.00 3 na 12 TYTON JOINT®is a registered trademark of U.S.Pipe and Foundry Co. FASTITE®is a registered trademark of American Cast Iron Pipe Co. GrffrmPipe ProductsCo. Push-On • Joint Pipe • _ • .• ' of • Push-On Joint Pipe with TYTON JOINT" Pressure & Special Thickness Classes Pipe Dimensions .. i 20-foot AverageLaying Lengths Weight Nominal of pipe Weight Average Weight barrelPipe Pressure Thickness Pipe Pipe Size Class Class Thickness O.D. per foot length per foot** length per foot** 350 51 025 8.9 168 9.3 52 028 9.9 186 10.3 3 53 0.31 3.96 10.9 204 11.3 54 0.34 11.8 220 122 55 0.37 12.8 238 132 56 0.40 13.7 254 14.1 350 025 10.9 206 11 A 51 026 11.3 214 11.9 52 0.29 12.6 237 132 4 53 0.32 4.80 13.8 259 14.4 54 0.35 15.0 280 15.6 55 0.38 16.1 300 16.7 56 0.41 17.3 322 17.9 350 50 0.25 16.0 303 16.8 335 16.8 51 028 17.8 335 18.6 371 18.6 52 0.31 19.6 368 20.4 407 20.3 6 53 0.34 6.90 21.4 400 22.2 443 22.1 54 0.37 232 433 24.1 479 24.0 55 0.40 25.0 465 25.8 515 25.8 56 0.43 26.7 496 27.6 549 27.5 350 025 21.1 400 22.2 442 22.1 50 027 22.8 430 23.9 476 23.8 51 0.30 252 473 26.3 524 26.2 52 0.33 27.7 518 28.8 574 28.7 �� 8 53 0.36 9'� 30.1 562 31.2 622 31.1 54 0.39 32.5 605 33.6 670 33.5 55 0.42 34.8 646 35.9 716 35.8 56 0.45 372 689 38.3 764 38.2 350 026 27.1 514 28.6 568 28.4 50 029 30.1 568 31.6 628 31.4 51 0.32 332 623 34.6 690 34.5 52 0.35 362 677 37.6 750 37.5 10 53 0.38 11.10 392 731 40.6 810 40.5 54 0.41 42.1 784 43.6 868 43.4 55 0.44 45.1 838 46.6 928 46.4 56 0.47 48.0 890 49.4 986 49.3 350 028 34.8 657 36.5 727 36.3 50 0.31 38A 722 40.1 799 40.0 51 0.34 42.0 787 43.7 871 43.6 52 0.37 45.6 851 47.3 943 47.1 12 53 0.40 13.20 492 916 50.9 1015 50.8 54 0.43 52.8 981 54.5 1087 54.3 55 0.46 56.3 1044 58.0 1157 57.9 56 0.49 59.9 1109 61.6 1229 615 Standard Dimensions and Weights per ANSI/AWWA C151 ** Average weight per foot shown in tables includes the weight of the bell ST"`MEPRODUCTS Compact MJ Fittings ANSI/AWWA C153/A21.53 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL DUCTILE IRONPERASTMA536 PRESSURE 350 PSI RATING FOR 3"-24"SIZES AND 250 PSI RATING FOR 30'-48" TESMG INACCORDANCE WITHANSUAW WA C 153/A21.53 AND UL REQUIREMENTS LAYIlVGLENGM- INACCORDANCEWITHANSI/AWWAC153/A21.53.FITTINGS NOTLISTEDIN ANSUAWWA HAVE DIMENSIONS PER STAR DESIGN AS NOTEDIN CATALOG WEI(N : DONOTINCLUDEACCESSORIES,CEMEPTTLRUNGANDCOATINGS FLANGES FLANGED ENDS ON FITTINGS MATCH ANSUAW WA C 115/A21.15 ANDANSIB16.1 CLASS 125FLANGES CEIViINTL11 NQ INACCORDANCE WITHANSI/AWWAC104/A21.4 COATING: ASPHALTIC SEAL COAT INSIDEAND OUT INACCORDANCE WITH ANSUAW WA C 104/A21.4 GASKLM SBR INACCORDANCE WITH ANSUAW WA C 111/A21.11(SEE PAGE 9) T BOLTSNUT'S: LOW ALLOY STEEL IN ACCORDANCE WITH ANSUAW WA C 111/A21.11(SEE PAGE 9) APPROVALS: 4"-12°UNDERWRITERS LABORATORIES LISTED.UL/NSF 61 ,AAWWA member K1 0 L 7" K2 S ��pSSlfj�o J 0 2. C 0.12 in. 0 75 in. 2"-24" = 0.31 in. _ F A 30"-40"= 0.30 in. B Mechanicaljoint dimensions-in. Botts SQE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Dia. L M S 0 X Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 280 3/4 5/8)0 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 280 7/8 3/4x3 1/2 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 280 7/8 3/4x312 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 280 7/8 3/4x3 12 6 10 11.10 2.50 12.22 12.34 1120 14.00 15.62 15.62 0.70 1.00 0.47 280 7/8 3/4x4 8 .�12 13.20 2.50 14.32 14.44 13.30 16.25 17.88 17.88 0.73 1.00 0.49 28° 7/8 3/4x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 280 7/8 3/4x4 I R 10 16 17.40 3.50 18.50 18.64 17-54 21.00 22.50 22.50 0.85 1.31 0.58 280 7/8 3/4x4 12 12 18 19.50 3M 20.60 20.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 280 7/8 3/4x41/2 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 280 7/8 3/4x41/2 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0.75 280 7/8 3/4x5 16 30 32.00 4-00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 200 1 1/8 1 x6 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 200 1118 1 x6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 125 200 1 318 1 1/4)6 12 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 200 1 3/8 1 1/4x6 12 32 Tel: (800)999-3009,(281)558-3000,Fax: (281)558-9000 Pagel tMPEPRODUCTS Compact MJ Fittings ANSI/AWWA C 153/A21.53 MECHANICAL-JOINT GASKET DIMENSIONS Size Pipe A B C D E F G N�a Q1�s In. OD t0.01 in. t1 percent t0.01 in.t0.02 in. i 2 250 0.48 0.62 0.31 2.48 0.12 0.15 1.05 3 3.96 0.48 0.62 0.31 3.86 0.12 0.15 1.05 4 4.80 0.62 0.75 0.31 4.68 0.16 0.22 1.22 2 6 6.90 0.62 0.75 0.31 6.73 0.16 0.22 1.22 8 9.05 0.62 0.75 0.31 8.85 0.16 0.22 122 - - 10 11.10 0.62 0.75 0.31 10.87 0.16 0.22 1.22 1/8 x 1132 D-Inside Dimeter of Gasket+I% 12 1320 0.62 0.75 0.31 12.95 0.16 0.22 122 4n.Letters A 14 15.30 0.62 0.75 0.31 14.99 0.16 0.22 122 E 16 17.40 0.62 0.75 0.31 17.07 0.16 0.22 1.22 C 18 19.50 0.62 0.75 0.31 19.13 0.16 022 122 G I 20 21.60 0.62 0.75 0.31 2120 0.16 022 122 B 24 25.80 0.62 0.75 0.31 25.34 0.16 022 122 I 28°for sizes 3-24 in. 30 32.00 0.73 1.00 0.38 31.47 0.16 0.37 1.54 F 20"for sizes 30.18 in. 36 38.30 0.73 1.00 0.38 37.67 0.16 0.37 1.54 42 44.50 0.73 1.00 0.38 43.78 0.16 0.37 1.54 48 1 50.801 0.73 1.00 0.38 49.98 0.16 0.37 1.54 1/84n.Radius Maxirnurn -7 �F� H B A I i R C Steel Botts Shall Have Minimum 1/164n.x 450 Chamfer. D II I� B/2 T-HEAD(LOW ALLOY STEEL)BOLT& NUT DIMENSIONS Size A B C D Threads F H J R in. t0.05 +0.030 +0.25 per Inch +0.15 Maximum -0.074 -0.06 -0.03 5/8 x 3 1.50 0.625 3.00 2.00 11 0.625t0.04 1.062+0.00 0.625 0.312 -0.04 -� 3/4 x 3 1/2 1.75 0.750 3.50 2.50 10 0.750t0.06 1.250+0.00 0.750 0.375 -0.06 3/4 x 4 1.75 0.750 4.00 3.00 10 0.750t0.06 1250+0.00 0.750 0.375 -0.06 3/4 x 4 12 1.75 0.750 4.50 3.00 10 0.750t0.06 1.250+0.00 0.750 0.375 -0.06 3/4 x 5 1.75 0.750 5.00 3.00 10 0.750t0.06 1250+0.00 0.750 0.375 -0.06 1 x 6 225 1.000 6.00 3.00 8 1.000±0.08 1.625+0.00 1.000 0.500 -0.08 1 1/4 x 612 2.50 1250 6.50 3.50 7 1250t0.08 2.000+0.00 1250 0.625 -0.08 Tel:(800)999-3009,(281)558-3000,Fax: (281)558-9000 Page 7qChristygV DETECTABLE MARKING TAPE PRODUCT MADE /N ,� ,k� „��cu:, .,... ...s ���,Al SPECIFICATIONS ft, THE USA PRODUCT TYPE: Detectable Marking Tape DESCRIPTION: OWS7 Detectable Marking Tape provides for easy buried pipeline detection and below ground identification and warning. The tape can be located below ground with a non- ferrous metal detector,when buried at the proper depths. We recommend bury depths of: y � TAPE WIDTH 2" 3" 6" 12"or wider TAPE BURY DEPTH 6"-18" 6" -28" 6"-36" 6"-36" SPECIFICATIONS & INDUSTRY LISTINGS: AN"f S' Detectable Tape Must Be Buried Flat For Maximum Detectability and Line Protection. treaty's"' DETECTABLE marking tape shall consist of a minimum 5.0 mil (0.0050")overall thickness;five-ply composition; ultra-high molecular weight; 100%virgin polyethylene; acid, alkaline and corrosion resistant. Elongation properties shall be in accordance with ASTM D882-80A and shall be: 80% MD and 135%TD. The tape shall have a minimum 20 gauge(0.0020") solid aluminum foil core, adhered to a 2.55 mil(0.00255") polyethylene backing. Tape color and legend combination shall be in accordance with A.P.W.A. or local requirements.The color shall be �� G .The legend shall read SPru'2. The tape printing shall be buried beneath the top protective layer. The tape tensile strength shall be in accordance with ASTM D882-80A and be not less than 7,800 PSI. The tape shall remain flexible as measured by ASTM D671-76 pliable hand value. Tape width shall be . (For best results we recommend a tape width at least 314 of the diameter of the pipeline being protected.A 4"diameter line would use 3"or wider tape for optimum protection).Standard widths ar�",3�",12" and 24". The tape shall be manufactured by T. Christy Enterprises, Inc. (800-258-4583).The model number shall be (TA-DT-XX-XXX). (See model number designations on the following page). -T.Cbrbty Enterprises October 2W3 T. Christy Enterprises, Inc., 655 E. Ball Road,Anaheim,CA 92805-5910-800-BLU-GLUE•(714)507-3300-FAX(714)507-3310 Special and Custom Legends: Cloys T" also offers a full range of non-standard legend/color combinations in addition to the combinations listed below, including specialty applications such as Telemetry, Irrigation and additional water line wording.All standard combinations listed are available in at least one color/width combination. We also offer specific agency legends, designations or color combinations. Custom legends can also include the use of specific wording, insignias and phone numbers. Call our product specialists with your unique requirements. Standard Color/Legend Combinations Color Legend Suffix Blue Caution Irrigation Line Buried Below Bi Blue Caution Non-Potable Water Line Burled Below BNP Blue Caution Potable Water Line Buried Below BPW Blue Caution Water Line Buried Below BW Brown Caution Force Main Buried Below BFM Brown Caution Sludge Line Buried Below BSL Green Caution Force Main Buried Below GFM Green Caution Irrigation Line Buried Below GI Green Caution Non-Potable Line Buried Below GNP Green Caution Potable Line Buried Below GPW Green Caution Raw Water Line Buried Below GRAW Green Caution Sewer Line Buried Below GS Green Caution Storm Drain Buried Below GSTDR Orange Caution Fiber Optic Line Buried Below OFO Orange Caution Telephone Line Buried Below OT Purple Caution Recycled/Reclaimed Water Line Buried Below PRW Purple Caution Bilingual Reclaimed Water Line Buried Below PBI Red Caution Electric Line Buried Below RE Red Caution Fire Line Buried Below RF Red Danger Do Not Enter (above or below ground) DNG Yellow Caution Caution Caution(above or below ground) CTN Yellow Caution Gas Line Buried Below YG . NOTE: Not All Widths Are Available As Standard For The Above Stock Color/Legend Combinations In Detectable tape. Consult T. Christy for Stock Availability Of Specific Products. Non-Stock Combinations Will Be Considered Special Orders And Subject To Minimum Requirements. Mode[ Number Designations EX:TA-DT 2-PRW(2" Detectable Purple Reclaimed Water) TA-DT-XJ(-)= -,'` Legends BI-Bilingual Reclaimed CTN-Caution Width of Tape Color DNG E-E l Danger lectric (2",3",6",12", B-Blue F-Fire 24" or Custom) R-Red FM-Force Main G-Green FO-Fiber Optic BR-Brown G-Gas P-Purple I-Irrigation Y-Yellow NPW-Non-Potable Water W-White PW-Potable Water O-Orange RAW-Raw Water RW-Reclaimed Water S-Sewer SL-Sludge • STDR-Storm Drain T-Telephone TT-Telemetry WVllater r Conductor 1 I � Insulation — VINYLON®PVC/Nylon 90'C Dry-750 C Wet/600 Volts Gasoline and Oil Resistant II 1 1 1 I 1 Machine Tool Wire(stranded)-900 C Dry I Nylon Appliance Win?-1051 C Dry Jacket 18 AWG-750 MCM rated THWN-2-901 C Wet or Dry Made in the USA Product i Conductors Code AWO f PVC Nylon No.oII i i 1I I I 1 1 . -� 111 1• 1 112-14XX 14 SOL 15 4 0.104 15 15 15 15 112-16XX 12 SOL 15 4 0.120 20 20 20 23 ' 1 112-18XX 10 SOL 20 4 0.151 30 30 30 37 112-34XX 14 19 15 4 0.110 15 15 15 16 112-36XX 12 19 15 4 0.130 20 20 20 24 112-38XX 10 19 20 4 0.165 30 30 30 39 I I I I I 112-40XX 8 19 30 5 0.217 40 50 55 64 1 I11 112-42XX 6 19 30 5 0.253 55 65 75 96 112-44XX 4 19 40 6 0.322 70 85 95 154 1 1 112-45XX 3 19 40 6 0.350 85 100 110 190 112-46XX 2 19 40 6 0.380 95 115 130 235 112-47XX 1 19 50 7 0.440 110 130 150 300 112-50XX 1/0 19 50 7 0.480 125 150 170 373 112-52XX 2/0 19 50 7 0.524 145 175 195 460 112-54XX 3/0 19 50 7 0.575 165 200 225 573 112-56XX 4/0 19 50 7 0.630 195 230 260 714 112-60XX 250 37 60 8 0.700 215 255 290 850 112-64XX 300 37 60 8 0.750 240 285 320 1007 112-68XX 350 37 60 8 0.802 260 310 350 1173 112-72XX 400 37 60 8 0.847 280 335 380 1332 1 112-80XX 500 37 60 8 0.930 320 380 430 1648 112-84XX 600 61 70 9 1.030 355 420 475 1992 � 112-88XX 750 61 70 9 1.136 400 475 535 2462 � ' 11 112-90XX 1000 61 70 9 1.280 455 545 615 3331 XX=Color Add Code(see chart below) Per Table 2002 NEC moo©'• For terminationnation to equipment for circuits rated 100 amperes or less,or marked for Nos.14 through 1 conductors.Also for MTW used In wet locations or exposed oil or coolant For termination to equipment for circuits rated over 100 amperes or marked for conductors larger than No.1.Also for THWN-2 exposed to oil or coolant and MTW in dry locations. For THHN used in dry locations and THWN-2 used in wet or dry locations. COLOR AVAILABLE MOM C0QEW1 7fH DIGITS) so �lll♦llll♦©©©©_ 14 SINd THHN 1 S I I I I I I I I I 12 WH THNN I I I I I I 3 I I I I ®_l-©©©©llll■ 1 Srid llNlN i I I I I I 1 I f I ® 14 SM.1HIIII 12 3hd.THHN I I I I 1 i 1 i I I I 1I 31111.1HN1 I I I I 1 ! I 1 3 z I ®-ll-©©©©llll♦ IS1d.THIW 7 1 I I 3 I I I f I i Skt THHN 4 Std.MW 3SIrd.INK I I 2 Ski.THM I I I 1 Sd.THM I z tA•tAIYLIITHHN : A member of The Marmon Group of companies 1-800-521-1283 FLEXIBLE COUPLINGS (Or sewer, drain, waste eT vent piping- The industry's most complete line of couplings allows anytwo pipes— regardless of size or material—to be connected quickly and easily. All Fernco clamps, including the band screw and housing, are made from Series 300 Stainless Steel.They are corrosion- resistant and rustproof.Additional band slots have been added for greater flexibility and the bands are specially designed for greater sealing efficiency. w Femco couplings flex with earth move- ment, maintaining integrity of seal. �hlll 11�1i� No special tools needed. Installs easily tll( with screwdriver or 5/16" nut driver or socket(to 60" lbs.torque.) Femco Flexible Couplings are air, water TestedDesign and smoke tested from Alaska to Puerto Rico,and they've proven themselves in even the most demanding of applications helps you make the right connection. and conditions. Because Femco Couplings earned a reputation for consistent, superior performance, you can have full Specially formulated PVC confidence in their quality and reliability. compound positively seals any sewer and drain connection. Femco makes fast delivery of stock items with no minimum order required. For special applications, our custom design service can supply couplings to individual Positive seal Connects pipes of customer requirements. against infiltration same or different and exfiltration. sizes and materials Femco Flexible Couplings and Donuts are quickly and easily. widely recognized throughout the industry Leakproof, for high quality—backed by over three rootproof. Stainless steel decades of proven performance. clamps are Conforms to corrosion-resistant Series 316 Stainless Steel Clamps are applicable parts of and rustproof. available upon request. Please contact ASTM #C443, Femco Customer Service Department. C425, C564, D1869, C1173. 1-800-521-1283 - B --� FERNCO COUPLING SIZING CHART C All dimensions given in inches and mm. 300 series stainless steel clamps supplied with all couplings. 0 A � *Supplied with reducer. Clay to Asbestos Cement Fibre or Ductile Iron SERIES 1003 designed for clay to asbestos cement fibre or ductile iron. Clay to Clay Part No. A B I C SERIES 1001 designed for clay to clay. in. mm in. mm I in. mm 1003-44 4.87 124 4.70 119 4.00 101 Part No. A B C *1003-54 6.12 155 4.75 120 5.00 127 in. mm in. mm in. mm 1003-55 6.12 155 5.90 149 5.00 127 1001-44 5.25 133 5.25 133 4.00 101 *1003-64 7.38 187 4.75 120 6.00 152 *1003-65 7.38 187 5.90 149 6.00 152 1001-54 6.12 155 5.25 133 6.00 152 1003-66 7.38 187 7.00 177 6.00 152 1001-55 6.12 155 6.12 155 5.00 127 *1003-85 9.65 245 5.90 149 6.00 152 1001-64 7.38 187 5.38 133 6.00 152 *1003-86 9.65 245 7.00 177 6.00 152 1001-65 7.38 187 6.38 155 6.00 152 1003-88 9.65 245 9.12 231 6.00 152 *1003-10-8 12.73 323 9.12 231 6.00 152 1001-66 7.52 191 7.50 191 6.00 152 *10031010 12.73 323 11.12 282 6.00 152 1001-86 9.65 245 7.38 187 6.00 152 *1003-1210 14.38 365 11.12 282 6.00 152 1001-88 9.65 245 9.65 245 6.00 152 1003-1212 14.38 365 13.20 335 6.00 152 *1001-10-8 12.73 323 9.65 245 6.00 152 *1003-1512 17.85 453 13.20 335 10.00 254 1003-1516 18.25 464 17.80 452 10.00 254 1001-1010 12.73 323 12.73 323 6.00 152 *1003-1818 21.70 551 19.50 495 10.00 254 *1001-1210 14.38 365 12.73 323 6.00 152 1001-1212 14.38 365 14.38 365 6.00 152 Concrete to Concrete *1001-1512 17.85 453 14.38 365 7.00 177 SERIES 1004 designed for concrete to concrete. 1001-1515 17.85 453 17.85 453 10.00 254 Part No. A B C 1001-1818 21.70 551 21.70 551 10.00 254 in. mm in. mm in. mm 1001-2121 25.50 648 25.50 648 10.00 254 1004-44 5.62 142 5.62 142 4.00 101 *1004-64 7.80 198 5.62 142 6.00 152 1001-2424 29.00 737 29.00 737 10.00 254 1004-66 7.64 193 7.64 193 6.00 152 1001-2727 32.50 826 32.50 826 10.00 254 *1004-86 10.25 260 7.80 198 6.00 152 1004-88 10.25 260 10.25 260 6.00 152 Clay to Cast Iron or Plastic 1004-99 Use part number 1001-1010 *1004-10-8 12.73 323 10.25 260 6.00 152 SERIES 1002 designed for clay to cast iron or plastic. 1004-1010 12.73 323 12.73 323 6.00 152 Part No. A B C 1004-1210 15.40 391 12.73 323 6.00 152 1004-1212 15.40 391 15.40 391 6.00 152 in. mm I in. mm in. mm 1004-1515 19.75 502 19.75 502 10.00 254 1002-43 5.25 133 3.38 85 4.00 101 1004-1818 22.50 571 22.50 571 10.00 254 1002-44 5.25 133 4.38 111 4.00 101 1004-2121 26.50 673 26.50 673 10.00 254 1002-46 5.25 133 6.38 162 6.00 152 1004-2424 30.50 775 30.50 775 10.00 254 1004-2727 34.00 864 34.00 864 10.00 254 1002-54 6.12 155 4.38 111 6.00 152 1002-55 6.12 155 5.38 136 5.00 127 Concrete to Cast Iron or Plastic 1002-64 7.38 187 4.38 ill 6.00 152 SERIES 1006 designed for concrete to cast iron or plastic. 1002-65 7.38 187 5.38 136 6.00 152 Part No. A B C 1002-66 7.38 187 6.38 162 6.00 152 in. mm in. mm in. mm 1002-86 9.65 245 6.38 162 6.00 152 1006-43 5.62 142 3.38 85 4.00 101 1006-44 5.62 142 4.38 111 4.00 101 1002-88 9.65 245 8.50 215 6.00 152 1006-64 7.80 198 4.38 111 6.00 152 *1002-10-8 12.73 323 8.50 215 6.00 152 *1006-65 7.80 198 5.38 136 6.00 152 1002-1010 12.73 323 10.60 269 6.00 152 1006-66 7.80 198 6.38 162 6.00 152 *1002-1210 14.38 365 10.60 269 6.00 152 *1006-86 10.25 260 6.38 162 6.00 152 1002-1212 14.38 365 12.60 320 6.00 152 1006-88 10.25 260 8.50 215 6.00 152 *1006-10-8 12.73 323 8.50 215 6.00 152 0 *1002-1512 17.85 453 12.60 320 7.00 177 1006-1010 12.60 320 10.60 269 6.00 152 1002-1515 17.85 453 15.40 391 7.00 177 *1006-1210 16.00 391 10.60 269 6.00 1:- 1002-1818 22.00 559 19.00 483 10.00 254 1006-1212 16.40 416 12.50 318 6.00 152 *1002-2121 25.50 648 22.30 566 10.00 254 1006-1515 19.75 502 15.50 388 10.00 254 *1006-1818 22.50 571 18.90 480 10.00 254 *1002-2424 29.00 737 25.00 635 10.00 254 *1006-2121 26.50 673 22.30 566 10.00 254 *1002-2727 32.50 826 28.20 716 10.00 254 *1006-2424 30.50 775 25.00 635 10.00 254 *1006-2727 34.00 864 1 28.20 1 716 1 10.00 1 254 Product600 NotesProduct Note 3.107 Re: Specific�,for Smooth Interior Corrugated Polyethylene Pipe, / Date: January 2005 This specification applies to high density polyethylene corrugated pipe with an integrally formed smooth waterway. Nominal sizes for which this specification is acceptable are 100— 1500 mm (4-60 inch) diameters. Sizes 100—1500 mm (4-60 inch) shall be either AASHTO Type'S' or Type 'D'as follows. Sizes 100— 1500 mm (4-60 inch) designated as AASHTO Type'S' (N-12)shall have a full circular cross-section,with an outer corrugated pipe wall and an essentially smooth inner wall (waterway). Corrugations for Type 'S'sizes 100—1500 mm (4-60 inch)shall be annular(N-12). Sizes 1050— 1500 mm (42 thru 60 inch) designated as AASHTO Type 'D' (N-12HC)shall consist of an essentially smooth waterway braced circumferentially with circular ribs which are formed simultaneously with an essentially smooth outer wall. The 1050— 1500 mm (42 thru 60 inch) (N-12HC) sizes shall conform to AASHTO Type 'D' (which describes dual wall pipe with a smooth waterway). Pipe manufactured for this specification shall comply with the requirements for test methods, dimensions and markings found in AASHTO Designations M252, and M294. Pipe and fittings shall be made from virgin PE compounds which conform with the applicable current edition of the AASHTO Material Specifications for cell classification as defined and described in ASTM D3350. The minimum parallel plate stiffness values when tested in accordance with ASTM D2412 shall be as follows: Diameter Pipe Stiffness (minimum) Diameter Pipe Stiffness (nominal) (nominal) (minimum) 100 mm (4') 340 kN/m2 (50 pii) 600 mm (24'� 235 kN/m2 (34 pii) 150 mm (6' 340 kN/m2 (50 pii) 750 mm (30' 195 kN/m2 (28 pii) 200 mm (8') 340 kN/m2 (50 pii) 900 mm (361) 150 kN/m2 (22 pii) 250 mm (10") 340 kN/m2 (50 pii) 1050 mm (42') 140 kN/m2 (20 pii) 300 mm (12") 345 kN/m2 (50 pii) 1200 mm (48') 125 kN/m2 (18 pii) 375 mm (15") 290 kN/m2 (42 pii) 1500 mm (60' 95 kN/m2 (14 pii) 450 mm (18") 275 kN/m2 (40 pii) The fittings shall not reduce or impair the overall integrity or function of the pipeline. Fittings may be either molded or fabricated. Common corrugated fittings include in-line joint fittings, such as couplers and reducers, and branch or complimentary assembly fittings such as tees, wyes and end caps. These fittings may be installed by various methods such as snap-on, bell and spigot, bell—bell and wrap around couplers. Couplers shall provide sufficient longitudinal strength to preserve pipe alignment and prevent separation at the joints. Only fittings supplied or recommended by the manufacturer shall be used. Where designated on the plans or project specifications, an elastomeric gasket meeting the requirements of ASTM F477 shall be supplied. Installation of the pipe specified above shall be in accordance with either AASHTO Section 30 or ASTM Recommended Practice D2321 as described elsewhere in these specifications and as recommended by the manufacturer. 4640 TRUEMAN BLVD., HILLIARD,OH 43026 (800)821-6710 http://www.ads-pipe.com ADS NORODUCT INFORMATION SHEET 0 a Nominal Inside Diameter, Outside Inner Liner Minimum Pipe Weight Area Diameter Average Diameter, Thickness, Stiffness @ 5% kg./6m mm'/mm cm4/cm mm Average Minimum Deflection lbs./20 ft. 100 mm 104 mm 120 mm 0.5 mm 340 kN/m 4.08 kg 1.59 0,010 3.06 (4") (4.10") (4.78") (0.020") 50 psi (9.00 Ibs) (0.063 in2fin 4 (0.0006 in /in) (0.12 in) 150 mm 152 mm 176 mm 0.5 mm 340 kN/m2 7.71 kg 2.15 0.035 4.94 (611) (6.00") (6.92") (0.020") 50 psi (17.00 Ibs) (0.085 in2fin (0.0021 In fin) (0.19 in) 200 mm 200 mm 233 mm 0.6 mm 340 kN/m2 13.97 kg 2.75 0.078 6.36 (8") (7.90") (9.11") (0.024") 50 psi (30.80 Ibs) (0.108 in2fin) (0.005 in4An) (0.25 in) 250 mm 251 mm 287 mm 0.6 mm 340 kN/m2 20.96 kg 3.48 0.134 7.58 (10") (9.90") (11.36") (0.024") 50 psi (46.20 Ibs) (0.137 in2fin) (0.008 In4fin) (0.30 in) 300 mm 308 mm 367 mm 0.9 mm 345 kN/m2 29.60 kg 5.50 0.574 10.92 (12") (12.15") (14.45") (0.035") 50 psi (65.20 Ibs) (0.217 in2fin) (0.035 in4An) (0.43 in) 375 mm 380 mm 448 mm 1.0 mm 290 kN/m2 42.00 kg 6.91 0.901 13.21 (15") (14.98") (17.57") (0.039") 42 psi (92.50 Ibs) (0.272 in2fin) (0.055 in°/in) (0.52 In) 450 mm 459 mm 536 mm 1.3 mm 275 kN/m2 58.38 kg 6.93 1.327 14.48 (18") (18.07") (21.20") (0.051") 40 psi (128.60 Ibs) (0.273 in2fin °(0.081 in fin) (0.57 in) 600 mm 612 mm 719 mm 1.5 mm 235 kN/m2 99.93 kg 8.23 2.245 18.80 (24") (24.08") (27.80") (0.059") 34 psi (220.30 Ibs) (0.324 in2fin) (0.137 in4fin) (0.74 In) 750 mm 762 mm 892 mm 1.5 mm 195 kN/m2 140.00 kg 9.60 4.539 21.84 (30") (30.00") (35.10") (0.059") 28 psi (308.6 Ibs) (0.378 in2fin 4 (0.277 in fin) (0.86 in) 900 mm 914 mm 1059 mm 1.7 mm 150 kN/m2 180.00 kg 10.19 6.555 25.40 (36") (36.00") (41.70") (0.067") 22 psi (396.8 Ibs) (0.401 in2fin) (0,400 In 4 1050 mm 1054 mm 1212 mm 1.8 mm 140 kN/m2 230.00 kg 11.64 9.373 30.73 (42") (41.40") (47.70") (0.070") 20 psi (570.10 Ibs) (0.458 in2fin (0.572 in 4fin) (1.21 in) Type S 1050 mm 1054 mm 1187 mm 1.8 mm 140 kN/m2 269.76 kg 14.86 9.685 35.31 (42") (41.50") (46.75") (0.070") 20 psi (594.70 Ibs) (0.585 in2fin) (0.591 in4An) (1.39 in) Type D 1200 mm 1209 mm 1361 mm 1.8 mm 125 kN/m2 283.50 kg 12.58 9.341 29.72 (48") (47.60") (53.60") (0.070") 18 psi (625.00 Ibs) (0.495 in2fin) (0.570 in4An) (1.17 in) Type S 1200 mm 1208 mm 1339 mm 1.8 mm 125 kN/m2 309.72 kg 14.76 10,090 33.02 (48") (47.55") (52.70") (0.070") 18 psi (682.80 Ibs) (0.581 in2fin) (0.616 in4fin) (1.30 in) Type D 1500 mm 1512 mm 1684 mm 1.8 mm 95 kN/m2 410.00 kg 14.68 14.09 33.66 (60") (59.5") (66.3") (0.070") 14 psi (903.90 Ibs) (0.578 in2fin) (0.860 in4/in) (1.32 in) Type S 1500 mm 1514 mm 1664 mm 1.8 mm 95 kN/m2 509.53 kg 17.15 13.305 36.32 (6011) (59.6") (65.5") (0.070") 14 psi (1123.30 Ibs) (0.675 in2fin) (0.812 in4An) (1.43 in) Type D Date:January 20, 2005 Americon, Inc Central Business District Utility Replacement, Renton Mainline Water& Fire Line Materials Submittal Item No. Description Manufacturer Model # Size 9. Ductile Iron Pipe Griffin Pipe Products TJ, Class 52 6", 12" 10. Ductile Iron Fittings Star Pipe Products MJ, MJxFL 6", 8", 12" 11. Pipe Wrap Tape Christy's 10 Mil 2"x 100' Pipe Encasement 8 Mil,Ansi/AWWA 12. Tubing Trumbull Industries C105/A21.5 27"x 1000' 13. Flange Bolt Kits Cain Bolt & Gasket Co 14. Tapping Sleeve JCM Industries 412, Steel 12"x 12" 15. Dry Barrel Fire Hydrant M&H AWWA C502, Model 129 Resilient Seated, MJxMJ, 16. Gate Valves American AVK MJxFL, FLxFL 4", 6", 8", 12" 17. Gate Valves Kennedy RS, Threaded 2" 18. Valve Boxes Olympic Foundry V6940, Deep Skirted GriffinPipe Products Push-On Joint Pipe page 7 of 9 Push-On Joint Pipe with TYTON JOINT® Pressure & Special Thickness Classes PipeDimensions Pipe Weights AverageWeight Laying Lengths Nominal of pipe Weight Average Weight barrelPipe Pressure Thickness Pipe Pipe t f t*] Size Class Class Thickness O.D. per foot 71ength per foot** length per foot** 350 51 025 8.9 168 9.3 52 028 9.9 186 10.3 3 53 0.31 3.96 10.9 204 11.3 54 0.34 11.8 220 12.2 55 0.37 12.8 238 13.2 56 0.40 13.7 254 14.1 350 0.25 10.9 206 11.4 51 026 11.3 214 11.9 52 029 12.6 237 13.2 4 53 0.32 4.80 13.8 259 14.4 54 0.35 15.0 280 15.6 55 0.38 16.1 300 16.7 56 0.41 17.3 322 17.9 350 50 0.25 16.0 303 16.8 335 16.8 51 0.28 17.8 335 18.6 371 18.6 • ��� 6 �-� 0.31 6.90 19.6 368 20.4 407 20.3 53 0.34 21.4 400 22.2 443 22.1 54 0.37 23.2 433 24.1 479 24.0 55 0.40 25.0 465 25.8 515 25.8 56 0.43 26.7 496 27.6 549 27.5 350 0.25 21.1 400 22.2 442 22.1 50 0.27 22.8 430 23.9 476 23.8 51 0.30 252 473 26.3 524 26.2 52 0.33 27.7 518 28.8 574 28.7 8 53 0.36 9'� 30.1 562 31.2 622 31.1 54 0.39 32.5 605 33.6 670 33.5 55 0.42 34.8 646 35.9 716 35.8 56 0.45 37.2 689 38.3 764 38.2 350 026 27.1 514 28.6 568 28.4 50 0.29 30.1 568 31.6 628 31.4 51 0.32 332 623 34.6 690 34.5 52 0.35 362 677 37.6 750 37.5 10 53 0.38 11.10 39.2 731 40.6 810 40.5 54 0.41 42.1 784 43.6 868 43.4 55 0.44 45.1 838 46.6 928 46.4 56 0.47 48.0 890 49.4 986 49.3 350 028 34.8 657 36.5 727 36.3 50 0.31 38.4 722 40.1 799 40.0 51 0.34 42.0 787 43.7 871 43.6 _ 0.37 45.6 851 47.3 943 47.1 12 53 0.40 13'� 492 916 50.9 1015 50.8 54 0.43 52.8 981 54.5 1087 54.3 55 0.46 56.3 1044 58.0 1157 57.9 56 0.49 59.9 1109 61.6 1229 61.5 • Standard Dimensions and Weights per ANSUAWWA C151 ** Average weight per foot"shown in tables includes the weight of the bell Compact MJ Fittings STARP�E�xon�cts ANSI/AWWA C153/A21.53 is 3" - 48" DUCTILE IRON MECHANICAL JOINT COMPACT FITTINGS GENERAL SPECIFICATIONS MATERIAL• DUCTILE IRONPERASTMA536 PRESSURE 350 PSI RATING FOR 3"-24"SIZES AND 250 PSI RATING FOR 30'-48" TESTING: INACCORDANCE WITH ANSUAW WA C 153/A21.53 AND UL REQUMEMEN TS LAYINGLENGTH: INACCORDANCE WITH ANSUAW WA CI 53/A21.53.FITTINGS NOT LISTED IN ANSUAW WA HAVE DRvIENSIONS PER STAR DESIGN AS NOTED IN CATALOG WEIGHTS: DONOTINCLUDEACCESSORIES_CEIvENT LININGANDCOATINGS FLANGES FLANGED ENDS ON FTTTING S MATCH ANSUAW WA C 115/A21.15 ANDANSIB16.1 CLASS 125FLANGES CEME< MENEVG: INACCORDANCE WITHANSI/AWWAC104/A21.4 COATING: ASPHALTIC SEAL COAT INSIDE AND OUT IN ACCORDANCE WITH ANSUAW WAC 104/A21.4 GASKETS: SBR INACCORDANCE WITH ANSUAW WA C 111/A21.11(SEE PAGE 9) T BOLTSJNUTS: LOW ALLOY STEEL INACCORDANCE WITH ANSUAW WA CI I I/A21.11(SEE PAGE 9) APPROVALS: 4"-12"UNDERWRITERS LABORATORIES LI STED.UL/NSF 61 • M �L AAWWA member _ _ _� _ X K1 i3 L 7- K2 s ��pSSlFj�o 3 Ul 2 on. D C 0.12 in. 0.75 in. 2'-24' = 0.31 in. F A 30'-40-= 0.30 in. 6 Mechanicalgoint dimensions-in. Bolts SIZE A Dia. B C Dia. D Dia. F Dia. J Dia. K1 Dia. K2 Dia. L M S 0 X Dia. Size No. 3 3.96 2.50 4.84 4.94 4.06 6.19 7.62 7.69 0.58 0.62 0.39 280 3/4 5/8x3 4 4 4.80 2.50 5.92 6.02 4.90 7.50 9.06 9.12 0.60 0.75 0.39 280 7B 3/4)012 4 6 6.90 2.50 8.02 8.12 7.00 9.50 11.06 11.12 0.63 0.88 0.43 280 7B 3/4)312 6 8 9.05 2.50 10.17 10.27 9.15 11.75 13.31 13.37 0.66 1.00 0.45 280 7B 3/4x312 6 10 11.10 2.50 12.22 12.34 1120 14.00 15.62 15.62 0.70 1.00 0.47 280 718 3/4x4 8 .-.;P12 13.20 2.50 14.32 14.44 13.30 16.25 17A8 17.88 0.73 1.00 0.49 28° 7/8 3/4x4 8 14 15.30 3.50 16.40 16.54 15.44 18.75 20.25 20.25 0.79 1.25 0.55 280 7B 3/4x412 10 16 17.40 350 18.50 18.64 17.54 21.00 22.50 22.50 0.85 1.31 0.58 280 7B 3/4x4 12 12 18 19.50 3.50 20.60 20.74 19.64 23.25 24.75 24.83 1.00 1.38 0.68 280 7/8 3/4x4 12 12 20 21.60 3.50 22.70 22.84 21.74 25.50 27.00 27.08 1.02 1.44 0.69 280 7B 3/4x4 12 14 24 25.80 3.50 26.90 27.04 25.94 30.00 31.50 31.58 1.02 1.56 0.75 280 7B 3/4x5 16 30 32.00 4.00 33.29 33.46 32.17 36.88 39.12 39.12 1.31 2.00 0.82 200 1 118 be 20 36 38.30 4.00 39.59 39.76 38.47 43.75 46.00 46.00 1.45 2.00 1.00 200 1 1/8 1 x6 24 42 44.50 4.00 45.79 45.96 44.67 50.62 53.12 53.12 1.45 2.00 1.25 200 1318 1 1/4x6 12 28 48 50.80 4.00 52.09 52.26 50.97 57.50 60.00 60.00 1.45 2.00 1.35 200 1 318 1 1/4x6 12 32 Tel: (800)999-3009,(281)558-3000,Fax: (281)558-9000 Page 1 sT M PBODUM Compact MJ Fittings ANSI/AWWA C153/A21.53 MECHANICAL-JOINT GASKET DIMENSIONS Sae Pipe A B C D E F Ga In. OD t0.01 in. t1 percent 30.01 in.t0.02 in. 2 2.50 0.48 0.62 0.31 2.48 0.12 0.15 1.05 ,' 3 3.96 0.48 0.62 0.31 3.86 0.12 0.15 1.05 4 4.80 0.62 0.75 0.31 4.68 0.16 0.22 122 6 6.90 0.62 0.75 0.31 6.73 0.16 0.22 1.22 8 9.05 0.62 0.75 0.31 8.85 0.16 0.22 122 - - 10 11.10 0.62 0.75 0.31 10.87 0.16 022 1.22 1/8 x 1/32 D.Inside pQrw'ter of Gasket t 1% 12 1320 0.62 0.75 0.31 12.95 0.16 0.22 1.22 -in.LetteJE , A 14 15.30 0.62 0.75 0.31 14.99 0.16 022 122 16 17.40 0.62 0.75 0.31 17.07 0.16 022 1.22 C 18 19.50 0.62 0.75 0.31 19.13 0.16 0.22 122 G i 20 21.60 0.62 0.75 0.31 21.20 0.16 022 1.22 B 24 25.80 0.62 0.75 0.31 25.34 0.16 022 1.22 200 for sizes 3-24 in. 30 32.00 0.73 1.00 0.38 31.47 0.16 0.37 1.54 F 200 for sizes 30.48 in. 36 38.30 0.73 1.00 0.38 37.67 0.16 0.37 1.54 42 44.50 0.73 1.00 0.38 43.78 0.16 0.37 1.54 48 1 50.801 0.73 1.00 0.38 49.98 0.16 0.37 1.54 1/84n.Radius Maxinu rn B A R C Steel Botts Shall Have Mininuan 1/164n.x 45'Cha nfer. D �I I B/2 T-HEAD(LOW ALLOYSTEEL)BOLT&NUT DIMENSIONS Size A B C D Threads F H J R In. t0.05 +0.030 +0.25 per Inch +0.15 Maximum -0.074 -0.06 -0.03 5/8 x 3 1.50 0.625 3.00 2.00 11 0.625t0.04 1.062+0.00 0.625 0.312 -0.04 3/4 x3 12 1.75 0.750 3.50 2.50 10 0.750t0.06 1.250+0.00 0.750 0.375 -0.06 3/4 x 4 1.75 0.750 4.00 3.00 10 0.750t0.06 1250+0.00 0.750 0.375 -0.06 3/4 x 4 12 1.75 0.750 4.50 3.00 10 0.750t0.06 1.250+0.00 0.750 0.375 -0.06 314 x5 1.75 0.750 5.00 3.00 10 0.750t0.06 1250+0.00 0.750 0.375 -0.06 1 x 6 225 1.000 6.00 3.00 8 1.000t0.08 1.625+0.00 1.000 0.500 -0.08 1 1/4 x 6 12 2.50 1250 6.50 3.50 7 1250t0.08 2.000+0.00 1250 0.625 -0.08 Tel: (800)999-3009,(281)558-3000,Fag: (281)558-9000 Page TM PIPE WRAP TAPE Chris S 10 MIL 1 PRODUCT SPECIFICATIONS PRODUCT TYPE: 10 mil Pipe Wrap Tape DESCRIPTION: LVWC Pipe Wrap tape consists of a stabilized, plasticized PVC film with a high- tack adhesive backing. It provides a superior moisture and corrosion barrier on many types of piping uses,including both exposed and direct burial applications.&W Pipe Wrap tape provides optimum protection when used in conjunction with liilty's' Prime-It" Pipewrap Primer (Prime-It" provides superior adhesion while increasing overall corrosion resistance). SPECIFICATIONS & INDUSTRY LISTINGS: Can be used on all types of pipe and fittings,including steel, galvanized, electrical conduit, cast and ductile iron. p1Wr Pipe Wrap tape is listed by the International Association of Plumbing &Mechanical Officials(IAPMO)and carries the ® shield. &St 8-Pipe Wrap tape: ■ Provides excellent insulating capacities and superior abrasion resistance ■ Resists/reduces corrosion problems caused by salts, salt water,soil acids and alkalis ■ Provides a dielectric barrier between the pipe and soil ■ Resists common chemicals and vapors and protects against fungus and bacteria in many applications. ■ Remains pliable in a wide range of temperature and working environments while providing increased UV and weathering protection. PHYSICAL PROPERTIES: THICKNESS: 10mils(0.25mm) TENSILE STRENGTH: 25 lbs./in(43.8 N/10mm) ELONGATION AT BREAK: 200% ADHESION TO STEEL: 20oz./in.(2.4 N/10mm) ADHESION TO BACKING: 20oz./in.(2.4 N/10mm) DIELECTRIC STRENGTH: 1250 volts/mil DESCRIPTION OWAr PART NUMBER 1"x 10mil x 100' TA-33-PW11 i40, 2"x 10mil x 100' TA-33-PW21 4"x 10mil x 100' TA-33-PW41 DIRECTIONS: ■ Clean pipe surface and apply a full, even coat AWWC Prime-It"(recommended). ■ It is highly recommended that the base pipe/fittings be coated with eel WYm Prime-It- Pipe Wrap Primer.Allow Prime-It" to air dry for approximately 5 minutes(until tacky). ■ Apply Pipe Wrap tape in an overlap fashion while Prime-It" is still tacky.We recommend at least a 50%overlap. Many local codes will specify the overlap percentage. Repeat if necessary or required. T.Owl ty HRsrprb.s Octob.r 2W3 T. Christy Enterprises, Inc., 655 E. Ball Road,Anaheim,CA 92805 5910.800-BLU-GLUE-(714)507-3300•FAX(714)507-3310 O 0 r PRODUCTS r TRUMBULL INDUSTRIES, INC. POLYETHYLENE ENCASEMENT TUBING Made in U.SA 8 Mil Black"Polywrap"for Ductile Iron Pipe Polyethylene Encasement Tubing protects metallic pipe in corrosive soils.The tubing is slipped over the pipe, extended and taped.An overlap of approximately two feet should be figured in calculating the total potywrap required. For example, about 20 feet of potywrap is required for each 18 foot length. 410 Tubing in Rolls per ANSI/AWWA C105/A21.5 BLACK POLYWRAP Continuous Perforated @ 20' Perforated @ 22' Pipe Layflat Weight Trumbull Roll Trumbull Roll Trumbull Roll Rolls of Tape Size Width #/ft. Item No. Length Item No. Length Item No. Len h required per 1000 of pipe 3"-8" 10"- 12 0" 0.132 364-9989 300 364-9943 300 364-9961 308 2 14" 7" 0179 364-9993 300 364-9952 3D0 36A - 82 308 2 •--"�16 34" 0.225 364-9996 300 364-9955 300 364-9966 308 2 18' 41" 0.271 364-9998 300 20' 54 30" " 0.358 364-9999 150 364-9958 160 364-9970 154 4 24 67" 0.444 364-9985 150 * * * * 5 81" 0.536 364-9986 150 * * * * 6 36"- 95" 0.629 42" 108" 0.715 48" 121" 0.801 54"- 60" 64„ COLORED POLYWRAP Colored Polywrap stocked "Continuous" only as shown below: BLUE GREEN LAVENDER Rolls of Tape Pipe Layflat Weight Trumbull Trumbull Trumbull Roll required per Size Width #/ft. Item No. Item No. Item No. Length 1000' of pipe 3"-8" 20" 0.132 364-8705 364-8755 364-8805 300 2 10"-12" 27" 0.179 364-8710 364-8760 364-8810 300 2 14"-16" 34" 0.225 364-8715 364-8765 364-8815 300 2 18"-24" 54" 0.358 364-8720 364-8770 364-8820 150 4 TAPE 364-9975 2"x 100' Black Polyethylene Tape tp://wwvv.wagerco.com/polyethylene—encasement—tubing.htm 5/11/2005 IU 1 CAIN BOLT & GASKET, INC ENGINEERING DATA: BOLTS, STUDS, AND NUTS Materials sold by Cain Bolt & Gasket are manufactured from quality materials meeting the physical and chemical requirements of both The American Society for Testing and Materials (ASTM) and The American Society of Mechanical Engineers (ASME). These quality controlled materials are normally used by the petroleum, petrochemical and process industries in valves, flanges, piping systems, pressure vessels, etc. The design codes used by the various industries specify the bolting requirements by ASTM or ASME designations and give the limitations of each. Selection of a bolting material will normally be governed by design requirements, service conditions, desired mechanical properties and temperature characteristics. The following is a partial listing, by specification, of the most commonly used bolting materials: ASTM A-193/ASME SA-193 - "STANDARD SPECIFICATION FOR ALLOY—STEEL AND STAINLESS STEEL BOLTING MATERIALS FOR HIGH TEMPERATURE SERVICE" Identification Symbol A1S1 TYPE Outstanding Chemical B-5 501 5% Chromium B-6 410 12% Chromium B-6X 410 12% Chromium B-7 4140-4142-4145 Chromium-Molybdenum B-7M 4140-4142.4145 Chromium-Molybdenum B-16 Chromium-Molybdenum-Vanadium B-8,B8A 304 18 Chromium-S Nickel B-8C,B8CA 347 18 Chromium-8 Nickel, Stabilized B-8M, B8MA 316 18 Chromium-8 Nickel-2 Molybdenum B-8T, B8TA 321 18 Chromium-8 Nickel, Stabilized The most commonly used Ferritic steel stud grades are Grade B7 and Grade B7M, which are normally used from - 50 F. to 1000 F., and Grade B16, which are normally used from - -50 F to 1100 F. These types are stock items, with the other listed grades available on a special order basis. The most commonly used Austenitic steel studs are Grade B8 and Grade B8M, in both the Class I (Carbide Solution Treated) and Class 2 (Carbide Solution Treated and Strain-Hardened) conditions. These Austenitic steel grades are stocked, with the others available on a special order basis. The Austenitic group of steels are normally used in service temperatures from -325 F. to 1500 F. ASTM A-320/ASME A-320 - "STANDARD SPECIFICATION FOR ALLOY STEEL BOLTING MATERIALS FOR LOW-TEMPERATURE SERVICE." Identification Symbol AISI TYPE Outstanding Chemical Ferritic L-7 4140-4142-4145 Chromium-Molybdenum L-7M 4140-4142-4145 Chromium-Molybdenum L-7A 4037 Molybdenum L-7B 4137 Chromium-Molybdenum L-7C 8740 Nickel-Chromium-Molybdenum L-43 4340 Nickel-Chromium-Molybdenum Austenitic B-8, B-8A 304 Unstabilized 18 Chromium -8 Nickel B-8C,B-8CA 847 Stabilized 18 Chromium-8 Nickel B-8M,B-8MA 316 18 Chromium-8 Nickel-2 Molybdenum B-8F, B-8FA 321 Stabilized 18 Chromium-8 Nickel B-8F,B-8FA 303 Free Machining 18 Chromium-8 Nickel 4 ' 0 CAIN BOLT & GASKET, INC Cain Bolt&Gasket,Inc TECHNICAL MANUAL BROC.DOC The Ferritic steel Grades L7 and L7M together with the Austenitic Grades 138 and 138M are normally stocked tofor immediate shipment, with the other Grades available on special order. Grade L7 is normally used to 50OF without a Charpy Test and to -150 F with a Charpy Test. Grade L7M is normally used In HZS service with a required Charpy Test at -1000F. All of the Austenitic steels listed above may be used to -325 °F without a Charpy Impact Test and at lower temperatures with the requisite Impact Tests. ASTM A-194/ ASME SA-194 — - "STANDARD SPECIFICATION FOR CARBON AND ALLOY STEEL NUTS FOR BOLTS FOR HIGH-PRESSURE AND HIGH-TEMPERATURE SERVICE." Identification A1SI Outstanding Brinell Hardness Symbol Type Chemical Ferritic 2-M Carbon 159 to 287 2-H Carbon 248 to 352 4 Carbon-Molybdenum 248 to 352 3 501 8% Chromium 248 to 352 6 410 12%Chromium 228 to 271 6-F 416 12% Chromium 228 to 271 7 4140-4145 Chromium-Molybdenum 248 to 352 Austenitic 8 304 18 Chromium-8 Nickel 126 to 300 8-C 347 18 Chromium-B Nickel 126 to 300 8-M 316 18 Chromium-8 Nickel-2 Molybdenum 126 to 300 8-T 321 18 Chromium-8 Nickel 126 to 300 8-F 303 18 Chromium-8 Nickel 126 to 300 8-P 308 18 Chromium-10 Nickel 126 to 800 Ferritic steel nuts are manufactured In Grades 2H, 2M and 7, which are normally used in conjunction with Grade B7, 137M, 1316, L7 and L7M studs. The Austenitic steel nuts, Grade 8 and 8M are also available from stock for use on stainless steel studs and bolts. Heavy pattern hex nuts are available in the grades listed above to the dimensional requirements of ANSI 1318.2.2. Unless otherwise specified, these nuts are tapped 8UNC-213 in sizes 1" and under, and 8UN-213 over 1"diameter. All other grades of nuts listed may require special order. Cain Bolt&Gasket,Inc TECHNICAL MANUAL BROC.DOC CAIN BOLT & GASKET, INC. HEX BOLT F It Ly CAP SCREW srrw' :fw L. L E. sc sel-slr 17 aoraOK L --!V7�x ENLARGE)DET41L OF FILLET I ALL THREAD STUDS NUTS I-Nil D I-) r—F i t Appflox + D Is=- Ila • L t CAIN BOLT&GASKET,INC TECHNICAL MANUAL HARD.DOC GASKET MATERIAL SPECIFICATIONS RUBBER SHEET PRODUCTS: COMMERCIAL NEOPRENE COMMERCIAL,BUNA WHITE FDA NITRH.E GOOD OHJGAS RESIST GOOD RESISTANCE TO OILS GOOD FOR ALL TYPES GOOD FOR BUMPERS, &AROMATIC FUELS OF FOOD PROCESSING SUPERIOR CHEMICAL PHARMACEUTICAL AND COSMETIC APRUCA77ONS: PADS&SEALING,RESISTS RESISTANCE PRODUCTS RESISTANT TO OILY ROT,CHECKING&CRACKING GOOD RESISTANCE TO &GREASY FOODS,NON-TOXIC BOTH OIL&WATER NON MARKING,NON-ALLERGENIC COLOR: BLACK BLACK WHITE THICKNESS(INCITES): 1/32-2 1/32-1 I/16-1/4 DUROMLTER HARDNESS/SHORE A+/-5: 60 60 60 TENSILE: 1300 900 1000 ELONGATION: 500 300 650 TEMPERATURE MAX: 170 F 170 F 220 F WEIGHT PER LINEAL FOOT(36"WIDE): 118-2.7 1/8-2.6 118-2.8 FINISH- SMOOTH SMOOTH SMOOTH SPECIFICATIONS: -ASTM D-2000-86c -ASTM D-2000-86c FDA APPROVED/NON-TOXIC -SAE nW,I BC 609 -SAE 3200,1 BE 609 NON-ALLERGENIC!NON-MARKING -MIL R-3065,SC 609 GOOD OIL RESISTANCE RED RUBBER COMMERCIAL EPDM CLOTH INSERTED RUBBER APPLICA770NS: RECOMMENDED FOR LOW EXCELLENT FOR EXTREME PRESSURE—HEATING& TEMP/WEATHER PLUMBING(LOW COST) OZONE&CHEMICAL RESIST. EXCELLENT FOR AIR,HOT&COLD WATER, AGING,ABRASION& EXCELLENT ELECTRICAL TEAR RESISTANCE &DYNAMIC PROPS SATURATED STEAM,LOW PRESSURE HYDRAULIC CONFORMS TO UNEVEN EXCELLENT RESISTANCE TO EXCELLENT FOR CUSTOM CUTTING FLANGE SURFACES HIGH TEMP,ANIMAL&VEG OILS,STEAM& &OFFSIZE APPLICATIONS OXYGENATED SOLVENTS COLOR: RED BLACK BLACK THICKNESS(INCHES): 1/8-3.5 1/16-1/4 1/16-1/4 DUROMETER HARDNESS/SHORE A+/-S: 75 60 65 TENSTLF_ 600 1000 400 ELONGATION: 200 500 200 TEMPERATURE MAX: ]?OF 220 F 170 F WEIGHT PER LINEAL FOOT(36"WIDE): 1/8-3.5 1/8-2-2 N/A FINISH: FABRIC FINISH SMOOTH SMOOTH SPECIFICATIONS: ASTM D-1330.66 -ASTM D-2000-86c FABRIC WEIGHT:4 OZ CLASS If -SAE 32W 3BA(608,708),Cl2 FABRIC TYPE:POLYESTER ASTM D-2000 -MFL R-3065 OIL RESISTANCE_NONE TYPE AA -RS 60&C12 SPECIALTY SHEET PRODUCTS: SOFT-CHEM GRAPHOIL f EXCELLENT RESISTANCE -ASBESTOSFREE,NO FIBERS, `V, CHARACTEWS77CS& TO CHEMICALS,MOSTLY BINDERS OR ADDITIVES APPLICATIONS: UNAFFECTED BY STEAM IMPERMEABLE TO GASES FIBROUS STRUCTURE &LIDQUIDS,RESISTS THERMAL GAIN BOLT&GASKET IN C HIGH COMPRESSIBILITY SHOCK,EXC.SEALABILITY EXCELLENT CORROSION DOES NOT AGE,SHRINK RESISTANCE OR HARDEN,RICHLY &IMPEIIMEABTLITY CHEMICAL RESISTANT HOMOGENEOUS TANG INSERTED(316SS) CREEP ASTM F39B 212 F. 35%(1/32-) 0.05 0.1 SEALABILTTY ASTM F37B FUEL.A: .002 mllmin _— GAS LEAKAGE DIN 3SM* .02 mlhnin HOT COMPRESSION: THICKNESS DECREASE AMBIENT 3625 pd 37% -- --- THICKNESS DECREASE 572 F 29"h COMPRESSIBILITY ASTM F367: 60% 45%(5000 psi) 35%(5000 psi) RECOVERY ASTM FMA: 12%min 20%(5000PSI) I8%(5000p i) TENSILE ASTM 152: 1500 psi 700 PSI 5000 psi VACUUM TO FULL PRESSURE: 3000 pi CHEMICAL RESISTANCE: 0-14 ph 0-14 ph 0-14 ph DENSITY: .95 g/cm3 62.4 lbs/k3 62.4 lb/fl TEMPERATURE MAX: 500 F 900 F in air 900 F fin air 1200 F(in sown) I8M F(invt modia) PRESSURE MAX: 3000 psi 20000 2000 psi TESTED BY ECOLE POLYTECHNIC 1/16" Gb psi 1260 98%minimum _EOM 98%minimum AL SULYM a 02 1200 ppm m® 1.EACHAI E LIMORMES 1200 ppm max GS 1 3.5 sommr 50 ppm max CNN BOLT GASKET,INC TECHNICAL MANUAL GASSPECJ(LS 1 CAIN BOLT & GASKET, INC CHEMICAL AND MECHANICAL PROPERTIES OF NUTS AND BOLTS ASTM Mechanical Proparties Spec AISI 0.2%Yield Tensile Elonga- Reduc- Hard- Grada Marl C $1 Mn P 8 NI Cr Mo Others Strength Strength tion tion ness sl PSI % H8 A193 B 5 501 min 0.10 max 1.00 max 1.00 max 0.040 max 0.030 4.00-6,00 0.40-0.65 min 80000 min 100000 min 16 min 50 B 6 410 max 0.15 max 1.00 max 1.00 max 0.040 max 0.030 11.50-13.50 min 85000 min 110000 min 15 min 50 B 7 4140 0.38-0,48 0.20-0.35 0.75-1.00 max 0.040 max 0.040 0.80-1.10 0.15-0.25 min 105000' min 125000• min 16' min 50' S F B 16 0.36-0.44 0.20-0.35 0.45-0.70 max 0.040 max 0.040 0.80-11.15 0.50-0.65 V:0.25-0.35 min 105000' min 125000' min 18' min 50• T A320 L 7 4140 0.38-0,48 0.20-0.35 0.75-1.00 max 0.040 max 0.040 0.80-1.10 0.15-0.25 min 105000• min 125000' min 18• min 50• U w L7A 4037 0.35-0.40 0.20-0.35 0,70-0.90 max 0.035 max 0.040 0.20-0.30 min 105000 min 125000 min 16 min 50 p L7B 4137 0.35-0.40 0.20-0.35 0.70-0.90 max 0.035 max 0.040 0.80-1.10 0.15-0.25 min 105000 min 125000 min 16 min 50 / L7C 8740 0.38-0.43 0.20-0.35 0.75-1.00 max 0 035 max 0.040 0.40-0.70 0.40-0.60 0.20-0.35 min 105000 min 125000 min 16 min 50 B L43 4340 0.38-0.43 0.20-0.35 0.60-0.85 max 0.040 max 0.040 1.65-2.00 0.70-0.90 0.20-0.30 min 105000 min 125000 min 16 min 50 O A193/A320 Be 304 max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 8.00-12.00 18.00-20.00 min 30000 min 75000 min 30 min 50 max 192 L 88C -347 max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 9.00-13.00 17.00-19.00 Cb+Ta: 10 x C% min 30000 min 75000 min 30 min 50 max 192 T 138M 318 Max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 10.00-14.00 16.00-12 00 2.00-3.00 min 30000 min 75000 min 30 min 50 max 192 88T 321 max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 9.00-12.00 Ti:5 x C% min 30000 min 75000 min 30 min 50 max 192 . A453 660 680 max 0.08 max 1.00 max 2.00 max 0.040 max 0.030 24.00 27.00 13.00-18.00 1 00-1.50 v:0.10-0.50 y;max 0 35 Ti 01.0 35 a:0.0o1-.01 min 85000 mIn130000 min 15 min 18 248-341 W:1.0-1.75 Cb:015-0.50 851 651 0.28-0.35 0.30-0.80 0.75-1.50 max 0.040 max 0.030 8.00-11.00 18.00-21.00 1.00-1.75 n:o.1-0.35 Cum=0.50 min 50000" min 95000 min 18" min 35'• 210-270 A194 3 501 min.0.10 max 1.00 max 1.00 max 0,040 max 0.030 4.00-6.00 0.40-0.65 248-352 6 416 max 0.15 max 1.00 max 1.50 max 0.060 max 0.150 12.00-14 00 max 0.60 Zr:max 0.60 248-352 N g 2H 1045 min 0.40 max 0.040 max 0.050 248-352 U LL 4 0.40-0.50 0.20-0.35 0.70-0.90 max 0.035 max 0.040 0.20-0.35 248-352 T 7 4140 0.38-0.48 0.20-0.35 0.70-1.00 max 0.040 max 0.040 0.80-1.10 0.15-0.25 248-352 E L)A194 8 304 max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 8.00-12.00 8.00-20.00 126-192 8C 347 max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 9.00-13.00 7.00-19.00 Cb=Ta: 10 x C% 126.192 8M 310 max 0.08 max 1.00 max 2.00 max 0,045 max 0.030 10.00-14.00 6.00-18,00 2.00-3.00 126-192 8T 321 max 0.08 max 1.00 max 2.00 max 0.045 max 0.030 9.00-12.00 1 7 00-19,00 TI:5 x C% 126-192 CAIN BOLT GASKET,INC TECHNICAL MANUAL BOLTS.XLS JCM 412 Fabricated Steel Tapping Sleeves Built-in benefits make these heavy fabricated steel sleeves increasingly popular for making larger taps on all types of pipe. By placing the design emphasis on eliminating problems inherent with older pipe and field installations, JCM 412 Tapping Sleeves have taken the complexity out of tapping larger pipe. Built in range assures proper fit on more than one Alignment recess for aligning Corrosion resistant, high class of pipe - reducing inventory requirements and sleeve and tapping valve. strength low alloy bolts and the chance of not having the right size sleeve. nuts. Optional Stainless Steel. Ease of assembly eliminates extra equipment, time Test Plug 3/4"NPT(stainless and specially trained personnel. steel in the Epoxy Coated tapping sleeve). Ready availability means taps can be made with- M out long delays-even taps on special sizes of pipe- Lj or services requiring high pressure flanges. Direct reinforcement of the P�Pe t b the sleeves„ Y eliminates flexing or deflection of pipe opposite the tap. Less weight than heavy cast iron sleeves reduces the load on the pipe. „,s, Most important, JCM 412 Tapping Sleeves assure Broad cross section gasket set Heavy steel sleeve a safe dependable tap. A large gasket cross sec- in retaining cavity. with built-in range rein- tion provides a positive initial seal which increases forces pipe-eliminates with increases in line pressure. deflection possibility. MATERIAL SPECIFICATIONS-JCM 412 FABRICATED TAPPING SLEEVE BODY: ASTM 283 Grade C or ASTM A-36 Steel. BOLTS: Corrosion Resistant, high strength low alloy(AWWA C-111, ANSI A21.11). Optional Stainless Steel 18-8 Type 304. FLANGE: AWWA C207 Class D, ANSI 1501b. Drilling, recessed for tapping valve MSS-SP60. Other flanges and out- lets available upon request. GASKET: Compounded for use with water, salt solutions, mild acids and bases. FINISH: Heavy coat of corrosion resistant metal primer. Optional Fusion Epoxy Coating available. SERVICE RATING: 4"to 12' Outlets: 175 PSI. Higher service rating available for specific applications and sizes. 412 TAPPING SLEEVE DIMENSIONS .flalWge A $ C p p r Sae' C- 3 12 5 4-1/32 3-1/2 6 314 D I' 4 12 5 5-1/32 4-1/2 6 3/4 GASKET 6 12 5 7-1132 "6-1/2 6 3/4 I B 8 16 5-1/8 9-1/32 8-1/8 8 3/4 c i 10 20 5-1/2 11-1/16 10-1/4 10 3/4 - 12 24 5-3/4 13-1/16 12-1/4 12 3/4 For outlets 14"and larger the manufacturer of the tapping valve must be ' specified to assure proper alignment recess dimension. Size on size tapping sleeve requires 12"undersize cutter to assure proper cutter clearance and complete severance of the coupon. "On nominal pipe size 7.45 and smaher dimension D is 6-118". A BOLTS For All Stainless Steel,see JCM 432 and 452 All Stainless Steel Tapping QT Y.- E Sleeve. SIZE- r JCM 412 Fabricated Steel Tapping Sleeves APM tEEYE SUWE NI MBER OUTLET .D.RAH(WE - 'X S¢Es W. ANYOUiLU AVAKABLE pEpAp�C��H 6.63(SEE 422) 6.83-7.16 412-0690 X 3 74 6 7 05-7 40 412-07 x 4 76 JCM 412 Tapping Sleeves furnished 7.40-7.73 412-0745 45 X 6 82 PP g with test plugs unless otherwise 8.63(SEE 422) 412-0905 X 4 85 specified. 8 8.98-9.37 412-0940 X 6 88 9.27-9.69 x 8 118 *These sizes not available with size on 9.83-1025 •412-1000 X 3 90 SQe outlets. 10.64-10.86 412-1075 X 4 92 10 11.03-11.47 412-1110 x 6 96 For Size On Size Outlets A 1/2" 11.36-11.80 412-1140 x 8 125 Undersize Shell Cutter Is Required. 11.76-12.24 412-1200 X 10 168 X 3 98 12.62-12.88 412-1275 X 4 100 12 13,13-13.60 412-1320 X 6 104 13.60-14.09 412-1392 X 8 140 14.08-14.56 412-1420 x 10 176 HOW TO ORDER X 12 216 X 3 113 JCM 412 Tapping Sleeves 14.59-15.08 412-1475 X 4 115 14 1523-15.80 412-1530 x 6 116 1. Determine O.D. of Pipe. 15.73-16.22 412-1600 X 8 150 16.30-16.73 412-1650 X 10 190 X 12 220 2. Select proper sleeve O.D. range. • X 3 113 16.74-17.2s 412-1684 x a 115 3. Specify sleeve number and outlet size. 16 17.33-17.87 412-1740 X 6 120 17.88-18.43 412-1800 X 8 162 18.62-19.19 412-1875 X 10 210 Options: X 12 230 Epoxy with alloy bolts, add(E) 18.87-19.45 412-1920 X 3 120 Epoxy with stainless steel bolts,add(ESS) 19.41-20.01 412-1950 X 4 122 Metal primer with stainless steel bolts,add(SS) 18 20.00-20.60 412-2000 X 6 126 2029-20.94 412-2050 X 8 180 Example: For A/C pipe with 14.21 O.D. with 20.93-21.57 41 z-2130 240 x 12 245 6" outlet, epoxy coated with stainless bolts, 21.51 -22.15 412-2160 X 3 131 order: 22.16-22.81 412-2254 X 4 133 20 22.78-23A5 412-2294 X 6 140 412-1420 x 6 ESS 23,46-24.16 412-2400 X 8 185 24.15-24.85 412-2450 X 10 245 24.82-25.52 412-2502 X 12 255 X 3 143 25.71 -26.41 412-2580 X 4 143 24 26.55-27.25 412-2715 X 6 160 2726-27.96 412-2746 x 8 215 28.14-28.84 412-2834 X 10 280 X 12 312 X 3 163 29.78-30,48 412-3000 X 4 165 30 30.48-31.18 412-3075 X 6 175 31.52-32.22 412-3200 X 8 226 X 10 295 X 12 310 LARGER SIZES AND OUTLETS AVAILABLE For outlets 14'and larger,the tapping valve to be used must be specified to assure proper alignment recess dimension. JCM 412 Fabricated Tapping Sleeve Typical Specifications JCM 412 Fabricated Tapping Sleeve Tapping Sleeves shall be the high strength type having a wide body, made of a minimum of ASTM 283 Grade C Steel, which conforms to and reinforces the pipe. The sleeves shall have as a minimum 7/8" wide recessed Buna-N gasket around the outlet, 3/4" corrosion resistant alloy bolts (per AVMMMA C-111, ANSI 21.11), a 3/4" forged steel test outlet and hydrostatic test pres- sure capability of 300 PSI in 12" and smaller outlet sizes. Flanged outlet shall be indexed per MSS-SP60. Tapping Sleeve shall be furnished with corrosion resistant shop coat paint primer. Epoxy Coated sleeves shall be furnished with a 3/4" stainless steel type 304 plug in the test out- let and optional stainless steel 18-8 type 304 bolts. Tapping Sleeve for pipe sizes 36" and larger shall be of the heavy duty type with a body width of 4" wider than smaller sizes and integral strengthening of the outlet half to provide additional gasket sealing and pressure holding capability. Tapping Sleeves shall be JCM 412 or approved equal. JCM 400 Series Tapping Sleeves are ANSI/NSF Standard 61 Certified. JCM Industries, Inc. /P. O. Box 1220 / Nash, TX 75569-1220 • JCM 412 Fabricated Tapping Sleeve Material Specifications JCM 412 Fabricated Tapping Sleeve BODY: ASTM 283 Grade C or ASTM A-36 Steel BOLTS: Corrosion resistant, high strength low alloy (AWWA C-111, ANSI 21.11). Optional stainless steel 18-8 Type 304. FLANGE: AWWA C207 Class D, ANSI 150 lb. Drilling, recessed for tapping valve MSS-SP60. Optional flanges available upon request. GASKET. Compounded for use with water, salt solutions, mild acids and bases. FINISH: Heavy coat of corrosion resistant metal primer. Optional fusion epoxy coat- ing available per AWWA C-213. SERVICE RATING: 4"to 12" Outlets: 175 PSI. Higher service rating available for specific appli- cations and sizes. JCM Industries, Inc. / P. O. Box 1220 / Nash, TX 75569-1220 GENERAL FEATURES / GENERAL SPEC M&H AWWA C502 FIRE HYDRANTS ♦ Model 129 ♦ Traffic Model ♦ 250 PSI Working Pressure — 500 PSI Hydrostatic Test— AWWA ♦ UL /FM Approved Type:Compression type,opening against line pressure. Main Dry Barrel: When the valve of the hydrant is closed,two valve will remain closed should hydrant be broken off by drain valves in the hydrant shoe automatically open and allow traffic accident. rapid and complete drainage of the hydrant barrel. This dry barrel eliminates danger of damage to the hydrant by freezing. Classification and Size: Hydrants are classified by the main valve size,number and size of hose and pumper nozzles. Operating Mechanism and Working Parts: A tamper Hydrant sizes are designated as 4'/z and 5 '/<inches,size being resistant cast iron weather shield protects the operating the inside diameter of the main valve seat opening. mechanism and rubber O-ring seals from environmental elements and painting solvents. The bronze operating nut Length: Hydrant lengths are determined by depth of trench drives a steel main valve rod,which is bronze sheathed where below ground level. Lengths are in multiples of six inches. it passes through the one-piece bonnet. A bronze-to-bronze seat assembly allow for all working parts to be easily Barrel: Upper section of barrel(nozzle section)contains the hose removable through the top of the hydrant without excavating. and pumper nozzles. The water way is uniform in diameter for The bronze seat ring threads into a bronze retainer ring entire length of barrel. bushing,which is permanently affixed into the shoe. The dual positive acting drain valve is constructed of a high strength Hydrant Inlet: Hydrant shoe or elbow is provided with aluminum bronze to provide additional strength for operation flange or mechanical joint connection to fit connecting pipe. and disassembly. The rubber drain valve facings are water All shoe types except flanged are provided with lugs for pressure activated and effectively eliminate the drain valve as strapping. The two drain openings in the hydrant shoe are a maintenance issue. bronze bushed. All shoes are protected from corrosion with fusion bonded epoxy coating. Component Materials: All gray iron parts conform to ASTM A-126,Class B. Ductile Iron components conform to Hose and Pumper Nozzles: Threaded with fine thread and ASTM A536. All non-corrosive metal parts are made of screwed(not leaded)into tapped openings in nozzle section of copper alloys conforming to AWWA Standard C502 hydrant. Hose and pumper nozzle caps are provided with requirements. Remaining components are performance rubber gaskets and chained to nozzle section. selected from some of the highest quality materials available today. Dry Top: Operating threads are isolated from the waterway by a double O-ring seal in the one piece bonnet. Operating nut Shop Tests: Main valve tested from inlet side to 250psi. has lubricating hole for lubrication of operating threads and With main valve open,drain valve and entire hydrant,hydrant thrust bearing. hydrostatic pressure tested to 500psi. May 2003 / M&H C502 / Model 12 y de 9 FEATURES AND BENEFITS #I&H AWWA C502 MODEL 129 FIRE HYDRANTS YESTERDAY,TODAY,AND TOMORROW---An American Company with (34)TRAFFIC IMPACT PROTECTION---Upon vehicular impact,two an American made product- M&H has been around since 1854 and have been lower safety flange rings fracture and stem couple separates below break line. producing hydrants since 1929. We back up our M&H 129 Fire Hydrarfswitha This allows the above ground hydrant assembly to separate cleanly from 10 Year Limited Warranty. standpipe and keeps accidental opening of hydrant from vehicle tire. Repair is easily accomplished with economical field repair kit. (1)WEATHER SHIELD--One-piece cast iron component deflects moisture and dust exposure to bronze stem nut. Affords protection against freezing (15)O-RING SEALS---Heavy Duty O-Rings provides superior sealing conditions ensuring operational efficiency. Protects bronze operating nut contact between standpipe flange joints. O-ring at break joint makes hydrant from pipe wrench damage seen on all bronze actuated hydrants. rotation easier than traditional flat gaskets. (2)LUBRICATION PLUG BOLT---Firmly attaches operating nut/weather (29)TRAFFIC STEM COUPLING---Designed to break from collision shield unit to bronze stem nut. Bolt fits flush with top of weather shield without damage to main valve or rod assembly- Bottom half of coupling is causing it to be tamper resistant. Using Allen wrench,plug is easily removed square and accepts short disassembly wrench. Square design provides a direct for field servicing or maintenance. drive area below break area for main valve seat removal and maintenance. (3)BRONZE OPERATING NUT---Primary operating component. Is a (36)DUCTILE IRON STANDPIPE•--Fabricated for exceptional strength heavy duty design. Ample amounts of brass along the throat of nut. and support below grade. (4&5)HOLD DOWN NUT---Non-corrodible bronze nut seam skmm ml HYDRANT EXTENSIONS---M&H 129 Fire Hydrants may be lengthened for operating thrusts. Lock nut provides additional weather protection with where ground level is being raised without digging up hydrant or requiring threading attachment to bonnet and large 0-ring seal. complete new barrel. Simply add an M&H hydrant extension available in 6" increments to the existing standpipe- (6)HOLD DOWN NUT SET SCREW Stainless Steel setscrew keeps hold down nut from backing out during (43,44,&45)UPPER DRAIN VALVE--Made of high strength aluminum- operation. Is removed/re-installed with Allen wrench. bronze alloy Includes double drains with rubber facings. Design provides positive closure of two bronze-bushed drain ports during operation. After (7)NYLON THRUST WASHER---Nylon antifriction bearing at thrust operation,the drain valve quickly drains all water from the standpipe collar reduces operating torque up to 40%for smoother open/close cycles. preventing cold weather freeze-up. Drain ports are purged during fast three Standard on 5'W'hydrants operating turns on opening and again on closing. (8,14,&15)BONNET DESIGN/HYDRANT DUAL LUBRICATION (51)BRONZE MAIN VALVE SEAT RING--Generous amount ofmaterial With the single unit design,an M&H 129 Fire Hydrant customer is afforded and contoured design provide smooth flow and low-pressure drop. e option of using either grease or oil as an operating mechanism lubricant. dard factory procedure is to lubricate with grease. Oil is easily (54)BRONZE SHOE RETAINER RING---Permanently affixed to hydrant stituted in field by removing lubrication plug bolt. Two O-ring seals in shoe with O-ring seal. Shoe Retainer Ring provides a bronze-to-bronze bonnet prevents pressurized water from entering and lubricant from escaping interface with the Main Valve Seat Ring for years for easy seat disassembly. into the hydrant. Bonnet flange ring gives finished appearance at bonnet/ nozzle section flange.Prevents dirt build-up between flanges. Hidden flange (41)HYDRANT SHOE/ELBOW---Ductile iron hydrant shoe designed to connection sealed with heavy O-ring. provide smooth,even flow around valve assembly assuring highest possible flow through main valve. Coated internal and externally with fusion bonded (11)UPPER STEM ASSEMBLY---High strength steel stem has rugged epoxy that meets AWWA C550 standards. Provides corrosion resistance to acme threads at top end to match threads in bronze stem nut. Brass stem water or soil. Mechanical Joint shoes come standard with strapping lugs for sleeve is machined fitted on segment that penetrates grease/oil reservoir restraining hydrant shoe to pipeline. providing smooth,non-corrodible bearing surface for double O-ring seals. 0-ring inset between sleeve and stem provides additional leakage protection. (49&50)LOCK WASHER/BOTTOM PLATE---Bottom plate is single component made from cast iron. Bottom plate compresses lock washer and (22,23,24,&25)BRASS NOZZLES/NOZZLE O-RINGS---Hoseand rubber seat against top plate and securely attaches valve assembly to lower pumper nozzles are machine threaded into nozzle outlets,an original M&H operating stem. Bottom plate is coated with same fusion bonded epoxy design. They are easily removed for field replacement. Nozzle leak applied to shoe. protection afforded by O-ring behind each nozzle. PARTS INTERCHANGABILITY---Several design and material (20&21)NOZZLE SET SCREWS---Nozzles are firmly set into place by improvements have been made to the current Style 129 Fire Hydrant In no stainless steel set screw. Prevents turning of nozzle during hose coupling case have any changes sacrificed interchangeability. Parts produced today attachment or removal. If nozzles ever need to be replaced,setscrew can be will work on M&H hydrants produced since 1929. removed using standard Allen wrench. VALVE DISASSEMBLY---Disassembly of internal valve is achieved with (26)NOZZLE SECTION---Molded from durable cast iron and available the use of a Short Disassembly Wrench that engages the square end of our with either two hose and one pumper nozzle or two hose nozzles. Has traffic coupling. No large removal wrench needed. generous cross-sectional area and smoothly contoured hose outlets to deliver maximum available pressure/velocity. VALVE OPENING SELECTION---We offer the choice between a 4'/2" and 5 '/4"valve opening on our 129 fire hydrants. (26)NOZZLE SECTION 360 ROTATION/ALIGNMENT---Above ground hydrant assembly may be rotated full 360 degrees on the standpipe APPROVALS---M&H 129 Fire Hydrants meet or exceed AWWA C502. flange to improve alignment to curb. This is accomplished without Underwriters Laboratory and Factory Mutual approvals. dismantling. Simply loosen flange bolts,rotate and re-tighten. TESTING--M&H 129 Fire Hydrants are individually seat tested at 250 psi followed by a 500 psi shell test to assure material and seal quality. May 2003 / M&H C502 / Model 129 Q .• _ Q tli7i:.ult•._.�:.rin�.�al.:�� � _� �!:�i'• .• 1 ... ,. 1:1::•1:Vldif.itMIG�:C�tY,.l�il!�e�A:el ► _�� � ��ti' .• 1 ►,. 1. . a •:a. r•• •111 •\ w �On:J a;�Ti1.7— � ��at•i{iII.17.•�:/�yYL.yl�!.■.91�a/� ��:-�\��\\ �����`�:� iY�tytii�Ja`i■:�Ai-•iIL•DES'i•�/L�!er•NLf.>•II::.��I_\Iv.itilal� �I� _I \��, % =1,1 ®t�t::6�:(�b3I a iZTif7P.'•T�►_S►. yia�� MIN 1113111M MENAMMISEEk • _ [a.�9■I:,..■:�y1��13iL�ar_ti.■:' I iFMplarlw:a;:•lt.a!✓_1ir_o:♦a� ,:\ ©© '•' .•� L•".►ti;r�111[•it�►�t�r.r•U1191!1:II� ! IF / /��/ �l�f� ... .ter.. [N:�9�I:A::/:t^il?I:Q�V1:1t►:a':��y:� W:>•il• .•i ._... L•��ML•fi11::yLr.y�?l�'ll3�1� i i i �s��ai:ar_Il;ua�al,- 1 ,: a «, Nes MI 1 1 , a % '` I ®Q�,r1:lea i,re�uniawai:ar j � lf�i�u�:.5[;a:i�.7/[•:.Si:iF91y'�F•�laa�wiir�e!a !�[.•��:yE:.GJ� •J16�•7GIIIi�Ef/ram tll:d - .p► 71 Erring a« • v ® , � _�_�_I_. ,� si�0 ?i�i'u iic isy�i.r uar.I.lIOT.I Ltirw,Mt{.1t•_:'_-,as.iC:.nn' �/ '' Q ���D19:a:ilJ:7q:�7d\`��Lq:»a�i NOMI7EE ;r i, -A i�sr� 1.: ;•• m0 !,. : •.. ' . M!L'• 'f.. oa . Q �: : •. :q.,a; 1::::•]:►1111[•itq►•,i.•rg7L`ri17�:�.::[! Xf X • !- i i i / Zo �1 �• •• • lei Zo /i i-• _ • IS- a (...� �...� ... i � Ii�l� •,,, Cp � �j�I' � / 'III •ii w `� : • i m m SUGGESTED SPECIFICATIONS (I of 2) M&H AWWA C5O2 FIRE HYDRANTS ♦ Model 129 ♦ Traffic Model ♦ 250 PSI Working Pressure — 500 PSI Hydrostatic Test - AWWA ♦ UL /FM Approved GENERAL Fire hydrants shall comply in all respects with AWWA Standard C-502,latest revision. Fire hydrants shall be of the compression type,with the main valve opening against the pressure and closing with the pressure. The main valve opening shall be(4 1/2"or 5 '/I')in diameter. Fire Hydrant shall be of a dry barrel,dry top design. The nozzle section shall consist of two(2)hose nozzles and one(1)pumper nozzle or other as specified. RATING Fire hydrants shall be rated at 250 psi water working pressure,tested at 500 pounds hydrostatic for structural soundness in the following manner. 500 pound hydrostatic test supplied from the inlet side,first with the main valve closed for the testing of the valve seat: second,with the main valve open for testing of the drain valves and the hydrant barrel. Testing to be complete in accordance with AWWA C-502 and ULFM requirements. END Hydrants shall be connected to the main by a 4"or 6"fusion bonded,epoxy coated mechanical joint or CONFIGURATION flanged shoe. Mechanical joint shoes shall be fitted with strapping lugs. DESIGN The main valve seat of the hydrant shall be made of rubber and be supported by a one-piece bronze top plate/drain valve mechanism. Drain valves shall be faced with rubber. The bottom stem threads of the main valve rod shall be fitted with an epoxy coated,cast iron bottom plate, sealing lower rod threads from the water. Changes in size or shape of the waterway(hydrant nozzles)shall be accomplished by means of easy curves. Exclusive of the main valve opening,the net area of the waterway of the barrel and the foot piece at the smallest part shall not be less than 120%of that of the net opening of the main valve. Hose and pumper nozzles shall be threaded and screwed into the nozzle section. And then mechanically locked to prevent turning. Hose and pumper caps shall be chained to the hydrant The hydrant shall be so designed that when it is in place,no excavation will be required to remove the main valve and mo vabve parts of the drain valve. Further,the hydrant shall be of the type that can be extended without excavating. Hydrants shall be so designed that,in the event of accident,or breaking of the hydrant above or near grade level;the main valve will remain closed. The main valve rod shall be made in two parts and fitted with breakable coupling at the ground line flange. The ground line connection between nozzle section and the barrel shall incorporate the use of traffic flange. This connection shall be so designed that the nozzle section can be rotated in any increment of 360 The ground line connection between the barrel and nozzle sections shall have a rubber o-ring gasket to provide a seal. The operating threads of the hydrant shall be so designed as to avoid the working of any iron or steel parts against either iron or steel. The operating stem and operating nut threads shall be square or acme type. May 2003 / M&H C502 / Model 129 SUGGESTED SPECIFICATIONS (2 of 2) DESIGN The operating thread shall be lubricated at factory with food grade grease. Access shall be provided . (Continued) to field lubricate the operating mechanism. The operating thread shall be sealed from water at all times when the valve is either in the opened or closed position. The operating rod shall be bronze sheathed where it passes through the double"O"ring seal in the bonnet. The bonnet shall be weather proof and utilize a weather shield integral with the external wrench operating nut. The operating nut shall be made of bronze with a self-lubricating design. Hydrants shall be of the dry barrel type and hydrant shoe shall have two positive acting non-corrosive drain valves that shall drain the hydrant completely by opening when the main valve is closed,and close tightly in accordance with AWWA C-502 requirements when main valve is open. The main valve assembly shall be seated in the hydrant with a bronze-to-bronze interface to facilitate removal of the main valve,should maintenance be required. The nozzle section shall consist of two-2 1/2"hose nozzles to the specified thread designation(NST or other,as specified)and one pumper nozzle 4'/2"in diameter to the specified thread designation(NST or other,as specified),or other combination of nozzle outlets,including independent hose gate valves,as specified. Two 0-ring seals shall be utilized where the main hydrant rod passes through the 1 piece bonnet. Hydrant standpipe shall be ductile iron and single piece for all bury depths. All like parts of hydrants of the same size and model produced by the same manufacturer shall be inter- changeable. . Hydrant shall open by turning to the(left or right). Direction of opening to be permanently marked on hydrant bonnet. Threads on hose and steamer nozzles shall be National Standard unless otherwise specified. Size and shape of operating nuts cap nuts shall conform to National Standard unless otherwise specified. Bury shall be(specify depth of bury)measuring depth from grade line to bottom of trench or connecting pipe. Auxiliary shut-of(isolation)gate valves,when required,shall be of the same manufacture as the hydrant. COATING The inside of all hydrants shall be coated in accordance with AWWA standards except for bronze and threaded machined surfaces. Exterior on hydrant nozzle section shall be painted Fire Hydrant Red(or as specified). Hydrant shoes shall have an interior and exterior thermosetting epoxy coating of 5 to 6 mils meeting AWWA C550. MARKINGS Hydrant shall be marked with the name of the manufacturer,size of valve opening,direction of opening and the year of manufacture all in accordance with the AWWA C-502. Country of origin to be cast on all major hydrant castings. SOURCE Hydrants shall be M&H Model 129 May 2003 / M&H C502 / Model 129 AN Ire AMCRICAN AVK COMPANY AMERICAN AVK RESILIENT SEATED GATE VALVE, 250 PSI 25/00 To AWWA C509(NRS) Standard Materials: Mechanical Joint Ends Valve Sizes 2"through 16" Body, Bonnet Cast iron ASTM A126 class B Gland flange Ductile iron ASTM A536 Coating Electrostatically applied fusion-bonded epoxy-resin meets or exceeds AVWVA C550. Wrench nut Cast iron ASTM A126 class B -painted black for clockwise dosing, red for counterclockwise dosing. Stem Standard: Stainless Steel AISI 420 ASTM A276 13%chromium. Wedge Ductile iron ASTM A536 vulcanized with H EPDM-rubber compound Stem seal box, ASTM copper alloy no. C35330 Wedge nut Bonnet bolts Stainless Steel-A2-Grade 304 sealed with hot melt. Gland bolts, Stainless Steel-A2-Grade 304 Hexagon ^y{ bolt. 1� Bonnet gasket, ASTM D2000 Buna"N"nitrile rubber 2 Wiper ring, O-ring stem seals,O-ring gland seal F E D • Optional Materials: Stem 3"-12" Option a):Low zinc bronze ASTM copper alloy no. C99500. j Anti friction Polyamide G ; washers Bonnet bolts Option a):ASTM A164 zinc coated steel sealed with hot melt. iE L Option b): Stainless Steel-A4-Grade 316 sealed with hot melt Gland bolts Option a):ASTM All 53 zinc coated steel Tests: Hexagon bolt Hydraulic test to AVWVA C509 Option b): Stainless Steel-A4-Grade 316 Hexagon bolt. Shell test 500 PSI Seat test 250 PSI Operating torque test Utilization:For water and neutral liquids to max. 160' F Ref. Nos. Size D E F G H L Turns to open 25-050-OOX 2" 6.25" 3.50" 2.61" 2.80" 10.56' 8" 11 25-080-OOX 3" 4.06" 4.94' 7.69" 3.50' 12.09" 8.50" 12 25-100-OOX 4" 9.12" 6.02' 4.90" 5.0" 13.50" 10" 14 25-150-OOX 6" 11.12' 8.12" 7.00" 6.50" 17.50" 11.50" 21 25-200-OOX 8" 13.375' 10.27" 9.15" 6.50' 21.50" 11.50" 26 25-250-OOX 10" 15.69' 12.34" 11.20" 8" 24.75" 13" 32 25-300-OOX 12" 17.875' 14.44" 13.20" 9' 27.625" 14" 38 25-350-OOX 14' 20.31" 16.61" 15.51" 9.42" 35.75' 17.90" 51 25-400-OOX 16' 22.56' 18.64" 17.54' 10.33" 34.74" 17.90' 51 X: 0= Open Left 1=Open Right • DATA SHEET 25100 PAGE Rev.B 1-29-2000 AWN A MERICAN AVK COMPANY AMERICAN AVK RESILIENT SEATED GATE VALVE, 250 PSI 25/30 To AWWA C509(NRS) Standard Materials: Mechanical Joint by Flanged Ends Valve Sizes 4"through 12",and 16" Body, Bonnet Cast iron ASTM A126 class B Gland flange Ductile iron ASTM A536 Coating Electrostatically applied fusion-bonded epoxy-resin meets or exceeds AWWA C550. Wrench nut Cast iron ASTM A126 class B -painted black for clockwise closing, red for counterclockwise dosing. Stem Standard:Stainless Steel AISI 420 ASTM A276 13%chromium. Wedge Ductile iron ASTM A536 vulcanized with EPDM-rubber compound H Stem seal box, ASTM copper alloy no. C35330 Wedge nut Bonnet bolts Stainless Steel-A2-Grade 304 sealed with hot melt. Gland bolts, Stainless Steel-A2-Grade 304 Hexagon bolt. Bonnet gasket, ASTM D2000 Buna"N"nitrile rubber 2 Wiper ring, O-ring stem seals,O-ling gland seal F E D Optional Materials: Stem 4"-12" Option a):Low zinc bronze ASTM copper alloy no. C99500. iAnti friction Polyamide washers Bonnet bolts Option a):ASTM A164 zinc coated steel sealed with hot melt. Option b): Stainless Steel-A4-Grade 316 L sealed with hot melt Gland bolts Option a):ASTM A153 zinc coated steel Tests: Hexagon bolt. Hydraulic test in AWWA C509 Option b): Stainless Steel-A4-Grade 316 Hexagon bolt. Shell test 500 PSI Seat test 250 PSI Operating torque test Utilization:For water and neutral liquids to max. 160° F Ref. Nos. Size D E F H L Flange Turns to Holes open 25-100-30X 4" 9.00" 6.02" 4.90" 13.50" 9.50" 8 14 25-150-30X 6" 11.12" 8.12" 7.00" 17.50" 11.00" 8 21 25-200-30X 8" 13.38" 10.27" 9.15" 21.50° 11.50" 8 26 25-250-30X 10" 15.69" 12.34° 11.20" 24.75" 13" 12 32 25-300-30X 12" 19.00" 14.44" 13.20" 1 27.625" 14" 12 38 25-400-30X 16" 22.56" 18.64° 17.54" 34.74" 1 17.90° 1 16 151 X: 0= Open Left 1=Open Right • DATA SHEET 26/30 PAGE Rev.B 1_29_2000 A ANINN AMERICAN AVK COMPANY AMERICAN AVK RESILIENT SEATED GATE VALVE, 250 PSI 25/40 To AVWVA C509(NRS) Standard Materials: ANSI 616.1 Class 125 Flanged x Flanged Ends Valve Sizes 2"through 16" Body, Bonnet Cast iron ASTM A126 lass B Gland flange Ductile iron ASTM A536 Coating Electrostatically applied fusion-bonded epoxy-resin meets or exceeds AVWVA C550. Wrench nut Cast iron ASTM A126 class B -painted black for clockwise closing, i red for counterclockwise dosing. K Stem Standard: Stainless Steel AISI 420 ASTM A276 13%chromium. Wedge Ductile iron ASTM A536 vulcanized with EPDM-rubber compound Stem seal box, ASTM copper alloy no_ C35330 H Wedge nut Bonnet bolts Stainless Steel-A2-Grade 304 sealed with hot melt. Gland bolts, Stainless Steel-A2-Grade 304 Hexagon bolt. � Bonnet gasket, ASTM D2000 Buna "N"nitrite rubber V1Aper ring. O-ring 1J stem seals,O-ring 2 gland seal D Optional Materials: • Stem 2 1/2"-12"Option a):Low zinc bronze ASTM copper alloy no. C99500. Anti friction Polyamide washers Bonnet bolts Option a):ASTM A164 zinc coated steel sealed with hot melt. Option b): Stainless Steel A4 Grade 316 L sealed with hot melt. Approval Listings: Gland bolts Option a):ASTM Al53 zinc coated steel Tests: Hexagon bolt. 2 V00 P.S Option b Stainless Steel A4-Grade 316 Hydraulic test to AVWVA C509 At 200 P.S.I.:UL,ULC&FM p ) Hexagon bolt. Shell test 500 PSI UL %qc; ram+ Seat test 250 PSI % t_ Operating torque test N9F�250P.S.1- ® Utilization:For water and neutral liquids to max. 160' F Ref. Nos. Size D F H K L Flange Holes Turns to open 25-050-40X 2" 6.0" 9/16" 10.50" 4.75" 7" 4 10 25-065-40X 2.5" 7.0" 11/16" 12.25" 5.50" 7.5" 4 11 25-080-40X 3" 7.50" 3/4" 12.50" 6.00" 8.0" 4 13 25-100-40X 4" 9.0" 15116" 13.63" 7.50" 9.0" 8 14 25-150-40X 6" 11.0" 1" 17.50" 9.50" 10.50" 8 21 25-200-40X 8" 1 13.50" 11/8" 21.50" 1 11.75" 11.50" 8 26 25-250-40X 10" 16.0" 13/16" 24.75" 14.25" 13.0" 12 32 25-300-40X 12" 19.0" 1 114" 27.75" 17.0" 14.0" 12 38 25-350-40X 14" 21.0" 13/8" 34.75" 18.75" 15.0" 12 44 25-400-40X 16" 23.50" 17/16" 34.75" 21.25' 16.0" 16 51 X: 0=Open Left 1=Open Right . DATA SHEET 25/40 PAGE Rev_B 1.29.2000 KENNEDY VALVE KENSEAL If RESILIENT WEDGE VALVES KENNEDY VALVE KENNEDY VALVE AWWA Resilient Wedge Gate Valves Meet or Exceed the Requirements of AWWA Standard C509 UL-262/FM-1120/1130 ULC-Underwriters' of Canada Size Range Water Working Bubble-Tight Hydrostatic Shell Pressure psi Test psi Test psi 2"-12" 250 Water Works 250&400 500 200 Fire Protection Available in either non-rising stem or outside screw & yoke. Figure No. Figure No. with Available End Connections&Size Range (STD) Post Plate Fig. End(NRS) 2"- 16" 4561 4701 (3"- 12") M.J, 2'- 16" (except 21/2") 4571 4071 (3" - 12") Fig.&M.J. 3"-16" 4572 4072(3"- 12") Push-on for PVC(SDR) 2"-8' 4597 4597P(3'-8-) Fig.End(OS&Y) 2 112"- 16" 4068 N/A M.J.for Tapping 4'- 16" 4950 4950P Push-on for D.I.&C900 PVC 4"- 12'-16" 4901 4901 P M.J.Cutting-in 4"-12" 4576 (Consult K.V.) Push-on D.I.X Fig. 4'- 12' 4902 4902P Threaded 2'-3- 4057 4057P (3" only) Push-on for Tapping 4" -8" 4954 — Accessories Indicator Posts Handwheels "T"Handles Extension Stems Stem Guides Floor Boxes 2" Sq.Operating Nuts Chain Wheels Floorstands (non-rising stem) NOTE:14"size and larger are not UL Listed/FM Approved 1 LISTED 2" - 3" KENSEAL it R/W NRS <is> g THREADED ENDS 4ps 888H APPROVED GENERAL DIMENSIONS A.W.W.A Standard C509 KENNEDY VALVE 4057 Optional 4057P with Post Plate Handwheel (3" only) D 2" 5Q I Optional ;Ir7 Post Plate - (3- only) - C IN a - r - i L- A VALVE SIZE A B C D Weight' 2 5-1/4 4-1/8 10-7/8 7-1;4 33 2-112 7 5-3/16 1 11-3/8 7-114 44 3 7-1/8 5-5/16 1 12-3�8 10 50 *Add 16# for Indicator Post Plate (3" onlyi tp://www.kennedyvalve.com/images/ks2l4.jpg 5/11/2005 6 3/4- DIA. r 2/16 5 DEGREE DRAFT I a Rol u I � 5/8. TOP VIEW 2" 7' 15/16' 7/2.. S BOTTOM VIEW NOTES. OLYMPIC FOUNDRY INC. DEEP SKIRT VALVE BOX COVER MAX: CAST IRON ASTM A48. CL30 RATING: H-2 0 PART NO. 940 D S APPROX Wi: 12 LOS. REV. A DATE: 7/16/03 NEW BORDER REV DOCUMENT APPROVED DWN: CL DATE: 07/16/03 a :_� REV. X DATE: XX/XX/XX DSC: A BY: DATE: mac :.05 CHKO: CL DATE: 07/16/03 700Q_ °�0 DWG /: 940 DEEP SKIRT LID SCALE: N/A SHEET: t OF t Americon, Inc Central Business District Utility Replacement Project, Renton Submittal Y iItem No. Description Manufacturer Model # Size Water Service Connection Materials 2406, Double Strap, 18. Copper Tubing Cerro Flow Products Stainless 8"x 1 1/2" 19. Plug Corporation Stops A.Y. McDonald 47100 3/4 , 1" 20. Coupling A.Y. McDonald 4759Q 1 1/2" 21. Coupling A.Y. McDonald 4753Q 1 1/2" 21. Copper Meter Setters A.Y. McDonald 22. Meter Boxes Mid-States Plastics, Inc BCF 1324-12 23. Meter Box Lids Mid-States Plastics, Inc CBC-1324R, TR/PL • i erro Flow: Products -HVAC & Refrigeration > Plumbing Tube Page 1 of 2 ,rro Copper Plumbing Tube is the original copper tube for plumbing, air conditioning and refrigeration applications in sidential, commercial and institutional installations. We provide a complete range of sizes and types, engineered to exact ,ecifications to meet the highest standards of performance. Product ITemperl[ Lengths Code J Uses ISpecifications� _ _ opper Water Tube, Hard 10 ft. straight Domestic water service and distribution, fire protection, solar, ASTM B88 ype K(heavy wall) 20 ft. straight (Green) fuel/fuel oil, HVAC, snow melting, compressed air, natural gas, Soft 20 ft. straight liquified petroleum (LP) gas, vacuum 40 ft. coils 60 ft. coils 100 ft. coils opper Water Tube, Hard 10 ft. straight Domestic water service and distribution, fire protection, solar, ASTM B88 ype L (medium 20 ft. straight (Blue) fuel/fuel oil, HVAC, snow melting, compressed air, natural gas, All) Soft 20 ft. straight liquified petroleum (LP) gas, vacuum 30 ft. coils 40 ft. coils 60 ft. coils 100 ft. coils opper Water Tube, Hard 10 ft. straight General plumbing and heating purposes; drainage waste, vent and ASTM B88 ype M (light wall) 20 ft. straight (Red) other light pressure uses. opper Drainage Hard 10 ft. straight Drainage waste, vents, soil and other non pressure applications ASTM B306 ube,Type DWV 20 ft. straight (Yellow) ipper UNS No. C12200 pesK, L, and M ATM B88 for marking is not applicable to tube furnished in annealed straight lengths or coils. pica) uses include: • Type M - above ground residential and light commercial uses. (Sizes range from 3/8" - 8" diameter) • Type L - residential and commercial uses. (Sizes range from 1/4" - 8" diameter) • Type K - underground residential, commercial and industrial uses. (Sizes range from 1-1/4" - 8" diameter) • Type DWV ASTM B306: Used for drainage, waste and vents te: nbing and mechanical codes govern what types of products may be used for applications. Local codes should always be consulted for minimum requirements. alloy C12200 seamless copper tubing Is manufactured In the USA and Is produced in compliance with the applicable chemical and mechanical properties of i M standards. r1*111 rnmihNT11(1PlnmhinorT„hP ACp�( Plumbing Tube Cerro Copper Plumbing Tube is the original copper tube for M<_ plumbing, air conditioning and refrigeration applications in .° residential, commercial and institutional installations. We provide 41 • a complete range of sizes and types, engineered to exact specifications to meet the highest standards of performance. Product 'I TemperLengths Code U—� Specifications Copper Hard 10 ft. straight Domestic ASTM B88 Water 20 ft. straight (Green) water Tube, service and Type K distribution, (heavy fire wall) protection, Soft solar, fuel/fuel oil, HVAC, snow 20 ft. straight melting, 40 ft. coils compressed 60 ft. coils air, natural 100 ft. coils gas, liquified petroleum (LP) gas, vacuum Copper Hard 10 ft. straight Domestic ASTM B88 Water 20 ft. straight (Blue) water Tube, service and Type L distribution, (medium fire wall) Soft protection, solar, • fuel/fuel oil, HVAC, 20 ft. straight snow 30 ft. coils melting, 40 ft. coils compressed 60 ft. coils air, natural 100 ft. coils gas, liquified petroleum (LP) gas, vacuum Copper Hard 10 ft. straight General ASTM B88 Water 20 ft. straight (Red) plumbing Tube, and heating Type M purposes; (light drainage wall) waste, vent and other light pressure uses. Copper Hard 10 ft. straight Drainage ASTM B306 Drainage 20 ft. straight (Yellow) waste, Tube, vents, soil Type and other DWV non pressure applications Copper UNS No. C12200 • Types K, L, and M ASTM B88 http://www.cerrocu.com/hvacPlumbingTube.aspx 6/18/2004 EST. 1156 SUBMITTAL DATA 4701Q - CORPORATION STOPS - PLUG VALVES PART NO. MODEL NO. SIZE A B C D E F G PART NO. MODEL NO. SIZE A B C D E F G 4182-026 47010 314 3.66 2.50 1.13 75 3/4 314 .38 4182-170 47010 1112 6.19 4.31 2.00 1.50 11/2 21/B-16 1.13 4182-074 4701Q 1 4.25 2.89 1,41 1.00 �.38 4182-165 4701❑ 2 7.30 4.82 2.41 2.00 2 2 5/8-16 1 25 4182-115 47010 1 114 531 3.44 1.67 1.25 1 E-AWWA CORP THREAD PORT INDICATOR G - - F-SPECIAL THREAD E-AWWA CORP THREAD G- LATS F-McQUIK COMP.SIZE OF SQUAFj)2/ McQUIK CONNECTION If C \ — REF. — REF. D-BORE D BORE _ _ _ DIA REF. - DIA. REF. BREF. � B REF, J T__ A REF. REF. ■All cast brass conforms to AWWA Standard C800-01 ■360' rotation. (ASTM B-62,UNS C83600—85-5-5-5). ■Compression type bodies include internal pipe stop. ■Throughway dimensions shall be no smaller than the nominal size of the valve. ■Compression assemblies include one or more of the following: BUNA-N or ■Valves are designed so they can be installed under pressure with standard EPDM rubber sealing gasket, imbedded electrical conduction spring,stainless tapping and drilling machine and instertion tools. steel gripping ring or stainless steel set screw. ■Threads conform to current AWWA C800-01 standard. ■ Direction of flow is indicated by position of operating head in relationship to ■ Body design includes heavy wrench flats for proper installation. inlet and outlet of body(parallel to body). ■ 1"and smaller meet 100 PSIG water working pressure requirement of AWWA ■ Desinged for use with potable water. C800-01. ■ 1 1/2"thru 2"meet 80 PSIG water working pressure requirement of AWWA A.Y.McDONALD CONSIDERS THE INFORMATION ON THIS ASSEMBLY DRAWING CORRECT C800-01. WHEN PUBLISHED.ITEMAND OPTION AVAILABILITY,INCLUDING SPECIFICATIONS,ARE SUB- JECT TO CHANGE WITHOUT NOTICE. PLEASE VERIFY THAT PRODUCT INFORMATION IS CURRENT. A.Y. MCDONALD MFG. CO.•PD.801508-DUBUQUE IA 52004-0508 SUBMITTED BY: 800-292-2181-FAIL 800-832-9296-aalas@aymcdonald.com-WWW.BVMCdonald.com 8/03 Series Copper tube is stabbed through the nut to stab depth.The"a"nut Is tightened to the stop/shoulder on the body,which compresses the Buna-N gasket and stainless steel beveled gripper,which creates a water-tight seal and pull-out strength.The electrical conductor spring makes positive contact between the copper tubing and the brass nuVfltting.When using with CTS PE,the electrical conductor spring becomes purposeless. Stainless steel "cl"nut beveled gripper Conductor Spring for electrical continuity Buna-N gasket Electrical conductor spring Buna-N gasket Stab depth Stainless beveled Tubing gripper Shoulder/stop AWWA straight threads A.Stab tube` through the"C"Series nut and into the socket of the valve or fitting until it bottoms out(three part unions may or may not have an internal stop). B.Tighten the McQuik"O"Series nut to the stop.The end face of the nut is to contact the stop face of the body.This will: "o"Series Nut/ 1.Provide a water-tight seal by compressing both edges of the Buna-N gasket around the Tubing tubing and; 2.Compress the stainless steel beveled gripper providing high pull-out resistance. Copper tube or CTS PE("22"),PEP("33"),PVC(-44),IP(-55),strong lead(-66),extra strong lead(-67)or double extra strong lead(-68) is stabbed thru nut to stab depth. The nut is tightened to the required torque,which compresses the Buna-N gasket,which creates a water-tight seal. The stainless steel screw is tightened to the require torque,for pull-out strength. Iron pipe(-55)is stabbed thru nut to stab depth. The nut is tightened to the required torque,which compresses the Buna-N gasket, which creates a water-tight seal. The stainless steel screw or screws are tightened to the required torque,for pull-out strength. Anti-friction ring Stainless Buna-N gasket steel screw Stab depth Buna-N gasket Tubing AWWA straight Anti-friction ring threads Tubing Mac-Pak nut with split clamp Machined grooves AWWA straight threads Stainless steel screw Stainless steel screw A.Insert tubing or plastic pipe through the nut into the machined socket in the valve or fitting.' B.Wrench tighten the Mac-Pak nut securely onto the valve or fitting ° compressing the Buna-N seal around the pipe or tubing,creating a water-tight seal. Tighten to tthe following minimum torques: C.Secure the split clamp onto the pipe or tubing by tightening the '22","33","44","55"Compression stainless steel bolt on the side of the clamp.Machined grooves in the For nut: 1/2.........20 ft-Ibs 1 .............30 ft-Ibs 1 1/2..........40 ft-Ibs split clamp provide additional gripping and electrical continuity. (ft-Ibs) 3/4.........25 ft-Ibs 1 1/4........35 ft-Ibs 2'...............45 ft-Ibs. For clamp 1/2'..70-80 in-Ibs 1'.....90-100 in-Ibs 1 1/2"160-180 in-Ibs D.Mac-Pak couplings are coded as follows: side screw: 3/4'..80-90 in-Ibs 1 1/4*120-140 in-Ibs 2'.....200-220 in-Ibs 22 SERIES-Tube size copper or P.E.' -- CTS (in-Ibs) 33 SERIES-Pipe size P.E.' -- IPS or PEP 44 SERIES- P.V.C. -- PVC Lead Mac-Pak Comp."66","67","68"Compression 55 SERIES-Steel pipe- IP For nut: 1/2.........25 ft-Ibs 1'.............40 ft-Ibs 1 1/2'.........50 ft-Ibs (ft-Ibs) 5/8.........30 ft-Ibs 1 1/4........45 ft-Ibs 2'...............55 ft-Ibs 3/4'........35 ft-Ibs 66 SERIES-Strong lead pipe--S 67 SERIES-Extra strong lead pipe--XS For clamp 1/2"..70-80 in-Ibs 1".....90-100 in-Ibs 1 1/2"160-180 in-Ibs 68 SERIES- Extra,extra strong lead pipe--XXS side screw: 5/8"..75-85 in-Ibs 1 1/4'120-140 in-Ibs 2'.....160-180 in-Ibs (in-Ibs) 3/4"..80-90 in-Ibs 'Also acceptable for use with 250#PSI polybutylene tubing. NOTE: Materials meet or exceed A.W.W.A.standard C-800-89. Insert stiffeners are required on all flexible plastic connections. See page 5. A.Y. MI-DONALD MFG. CO. • P.O. BOX 508•DUBUQUE, IA 52004-0508•TOLL FREE 800-292-2737•FAX 800-832-9296 3 IIIIStraight Couplings awn Irma SIZES AVAILABLE 47580-33* 4758Q*-55 GT5Comp x y ,jam CAI 3 a 3/4" 3/4° 3/4" • • 3-Part Unions with Internal Pipe Stop f _ $ g SIZES AVAILABLE 4759T* 4759Q* 4759-22* TCTS.Com ri Q CTS Comp 22 CT5 Compyg .f; . TCTSComps a- Q CTS Comp 22 CMComp 3/4" 3/4" 3/4" • • • V. 1" 1" • • • 1Yz" 1Yz" 1Yz" • • • 2" 2" 2" • • • SIZES AVAILABLE 4759-33* 4759-44 4759-55 33tiPERComW. ,,_ r,�,j44;PVC - ' 33 PEP°Com .ter 44 PVC<Com 55°IP! 3/4" 3/4" 3/4" • • • I! t>t tin 4`ittuigs. awn u itai��ma Contact U fimatt0[i" 'Insert stiffeners are required on all flexible plastic connections. See page 5. EStraight Couplings - One End Male National Pipe Thread SIZES AVAILABLE 4753 4753T* 4753-3T* 4753Q* y l tR67[IANPT T 31;'Ccsmp x IiN 3T PEP omp xMNPT;; t' S Cpmp z MNPT 1/2" 1/2" 1/2" 1/2"x 3/4" 1/2" 3/4" •• 34" 3/4" 3/4" • • 34"x 1/2" 3!4" 1/2" • • 3/4"x1 c • • 3/4" 1" • • • • 1"x 3/4" 1• 3/4" • • • • 11/4 1'A" 11/4" • • • 1'/4"X 3/4" 1'A" 3/4" • 4 1'/4"X 1" 1'/4" 1" • • 11/2" 11/2" 11/2" • • • 1'/2"x 1" 1'/2" 1 1.. • • 1'/2"X 1'/4" 1'/2" 1'/n" • • 2" 2" 2" • • • O Note:Add"E"to end of model number for electrical continuity feature i SIZES AVAILABLE 4753-22* 4753-33* 4753-44 4753-55 � (il Z2 TS Come x fi N C 33`PO-Comp x MNPT 44:PVC Dom x ifNF! v—w s IINPT 1/2" 1/2" 1/2" • 1/2"x 3/4" 1/2" 3/4" • 3/4" 3/4" 3/4" • • • • 3/4"x 1/2" 3/4" 112" • 3/4"x 1" 3/4" 1" • • • • 1" 1" 1" • • • • 1"x 3/4" 1" 3/4" • • • • 11/4" 11/4" 1 1'/4" • • • 1'/4"X 3/4" 1'/4" 3/4" • 11/4"X 1" 1'/4" 1" • 1'/4"x 1'/2" 11/4 1'/2" • • 11/2" 1'12" 11W, • • • 11/2"x 1" 11/2" 1" • • 11/2 x 1'/4" 1 Yz" 11/4" • 2" 2" 2" • • • • 'Insert stiffeners are required on all flexible plastic connections. See page 5. -- o n in rznnnn_nrno .Tnt i colic Rnn_1>09-1>717- FAX Rnn-R32-9296 .� IllSeries • - Horizontal Style Double Purpose x Double Purpose Meter Sizes: 5/8,5/8 x 3/4,3/4 and 1 Model Number Example 20-207WXDD 33 Heights: 07",09", 10"0, 12", 15", 18",21",24" OMinimum 10" on 1" setter or 12"on 1"setter with angle dual check Other heights on special order Meter Valve/Nut Options: B=Angle ball valve with test valve on outlet tubing C=Angle single check valve on outlet(Not available in 1") D=Angle dual check valve on outlet(ASSE 1024) W= Angle lockwing ball valve X = Flanged tubing with meter nut I _ Inlet/Outlet Options: 5/8" 5/8 x 3/4, 3/4 Meters 1 Meter C=Copper flare union 3/4" or 1" D=Double purpose D= Double purpose (Flare or FIP) 3/4" (Flare or FIP) 1" INLET OUTLET F = Female union 1/2" or 1" M=Male union 1" Double Double M= Male union 3/4" or 1" S =Solder union 1" Purpose Nut Purpose Nut R = "TE"series comp. union 3/4" or 1— S = Solder union 3/4" or 1" T =`T' series comp. union 3/4" or 1— U ="37'series comp. union 3/4— ettenn> I� 2 ="22"series comp. union 3/4" or 1°• ns ��alebel�Hr � R��`�`'• - , 3 ="33"series comp. union 3/4"` 4 = "44"series comp. union 3/4" 5 = "55"series comp. union 3/4" Unions • For all Double Purpose meter setters (Series 20, 23, 24, 25, 26, 30, 39, 43, 60, 61, 62, 63, 64, 70) MODEL DESCRIPTION L MODEL DESCRIPTION MODEL DESCRIPTION 20-C3 3/4" Flare 20-S4 1"Solder r 20-43 3/4"-44 Comp Union Union Union-PVC with swivel nut _ _ _" - _ - 20 53 3/4"-55 Comp 20 F1 1/2" FIP --"�- - 20-C4 1" Flare Union Union with swivel nut Union-- with swivel nut 1II 20-T3 3/4"T Comp -�- 20-D3 3/4"Double -�_"-" �I Union-CTS Purpose Union _� 20-R3 3/4"TE Comp 40-N 3/4"Union Nut Union-CTS 20-F4 1" FIP Union --{�"� 20-T4 1"T Comp with swivel nut Union-CTS 40-4N 1"Union Nut with swivel nut of 20 M3 3/4"MIP Union - 20-23 3/4"-22 Comp Union-CTS 40-4D4 1"Double 20-24 1"-22 Comp Purpose Union -- -� - Union-CTS 20-M4 1"MIP with swivel nut -"-"-"-"- Union ---"-- 40-4M4 1"MIP ° 20-33 3/4"-33 Comp Union Union-IPS 20-S3 3/4"Solder with swivel nut - Union 20-U3 3/4"3T Comp - - 40-4S4 1"Solder Union--IPS Union --"� with swivel nut 'Insert stiffeners are required on all flexible plastic connections. A v en�nr)nin I n nerr rn . In n P. rna. nI lRi InI IF to s,)nna-nsnp•TOLL FREF 800-29?-2737•FAX 800-832-9296 Mid-States Plastics, Inc. Molded Access Products Division, Uponor ETI 280 Midland Trail Mt. Sterling, KY 40353 859-498-7615 Wats 800-444-7615 Fax 859-498-7615 Typical specification BCF style meter box The meter box shall be high-density Polyethylene of one piece, molded construction for durability with dimensions as shown in the referenced drawing. The meter box must have a minimum wall thickness of.550 and have been tested to withstand a 20,000 lb. vertical load freestanding. All edges shall be clean and smooth for safety during handling. Inner and outer walls are to be smooth with a bright white interior to ease meter reading. The exterior shall be black to retard UV degradation. The meter box shall have a top flange, below the cover seat, to retard " push down" when set in paving and an anti-settling flange on the bottom to help keep the box stable in loose soil, such as occurs in new construction. The meter box shall be MSBCF style as manufactured by Mid-States Plastics Inc. or equal. Mid-States Plastics, Inc. Customer Service: KY 800-444-7615 TX 800-521-6554 Fax: KY 859-498-7919 TX 936-760-1357 Web: www.msmeterboxes.com Email: productinfo@msmeterboxes.com MSBCF Series Meter Boxes 0.75 in 0.550 in Rernovabie 3 in C (minirrues�) ��' T Area 4 in Top 125 in D E Short Side View Long Side View Part Number A B C D E Weight MSBCF1015-12XL 10.5" 15.5" 12" 10" 13.5" 13lbs MSBCF10211-12 10.625" 20.75" 12" 10.25" 18.75" 17lbs MSBCF1118-12 11.25" 18.125" 12" 10.125" 17.375" 15lbs MSBCF1 11 8-18XL 11.25" 18.125" 18" 10.125" 17.375" 19.5lbs MSBCF1324-12 13.75" 23.1875' 12" 12.125" 21.5" 18lbs MSBCF1324-18XL 13.75" 23.1875" 18" 12.125" 21.5" 22.5lbs MSBCF1416-12 14.5" 16.5" 12, 13.57' 14.5" 14lbs MSBCF1527-12 15.75" 26.875" 12" 13.5" 25" 21lbs MSBCF1527-18XL 15.75" 26.875" 18" 13.5" 25" 24lbs MSBCF1730-12 17.625" 30.5" 12" 16" 28.75" 23lbs MSBCF1730-18XL 17.625" 1 30.5" 18" 1 16" 28.75" 27lbs "For detailed information on XL boxes,please see BCF-XL specifications. All dimensions and weights are nominal and subject to chrgn ewithmnotice" Typical Specification: The Meter Box shall be high-density Polyethylene of one-piece molded construction for durability and impact strength and shall have a wall thickness of no less than .550". The Meter Box, with a ductile iron cover installed, shall be able to bear a 20,0001b load in a wheel load (H-20)style test. Meter Box shall be able to withstand a 2001b side load, applied with a 4"x4" plate 1" down for the top center of the box, without deflecting more than 1". The Meter Box shall be black on the exterior to prevent UV degradation, and bright white on the interior to reflect light and ease meter reading and service. The box shall be designed in such a way as to have a integral flange, no more that 3"from the top, to support the box in concrete, paving or soil, and a bottom flange a minimum of 1" wide, to help retard settling. The box shall have removable pre-cut pipe entry areas, 3"wide x 4" high, located on the center of each end (short side)of the box for single meter installations, and 3 pre-cut pipe entry areas(single in, dual out)for dual meter installations. The box shall be designed in such a way as to be securely stackabie, and shall be available in 12" and 18" heights as installation conditions may require. The box shall weigh no more than listed weight for each meter size for safety and ease of handling, transport and installation. All dimensions shall be in accordance with the above drawing(s)for the appropriate size meter. The meter box shall be MSBCF as manufactured by Mid-States Plastics Inc_ or equal- ©Mid-States Plastics, Inc.♦ 280 Midland Trail, Mt. Sterling, KY 40353 ♦ 101 East Ave M, Conroe, TX 77301 0203 Mid-States Plastics, Inc. Molded Access Products Division,Uponor ETI 280 Midland Trail Mt. Sterling, KY 40353 859-498-7615 Wats 800444-7615 Fax 859-498-7919 Typical specification CBC style meter box cover The cover shall be one-piece, solid or with reader lid, with dimensions appropriate for the meter box size, made of ductile iron and have a minimum weight of 21.5 lbs. It shall have a minimum thickness of.25 ", with tensile strength (psi) 65,000, yield strength (psi) 45,000, The castings shall conform to ASTM A536-80. The covers shall be a Mid-States Plastics Inc. MSCBC-series, appropriate for the meter box size or equal. Mid-States Plastics, Inc. Molded Access Products Division, Uponor ETI 280 Midland Trail, Mt. Sterling, KY 40353 TX Office Ph: 936-760-2802 Fax 936-760-2810 KY Office Ph: 800-444-7615 Fax 859-498-7919 MSP Ductile Iron Covers For BC and BCF series Meter Boxes ATBR wwTaf. D Reader Solid C -B----� Part# A j B C I D E I Wei t MSCBC-1118-R ! 11.125" 18" 1.75" 7.5" 4.5" 22lbs MSCBC-1118 11.125" 18" 1.75" N/A N/A 231bs MSCBC-1324-R 13.75" 23.175" ' 1.75" 7.5" 4.5" 33lbs MSCBC-1324 13.75" 23.175" 1 1.75" N/A N/A 371bs MSCBC-1527-R 15.175" 26.75" 1,75" 1 7.5" 4.5" 441bs MSCBC-1527 15.175" 26.75" 1.75" j N/A N/A 43lbs MSCBC-1730-R 17.5" 30.375" 2" 7.5" 4.5" 58lbs MSCBC-1730 17.5" 30.375" j 2" N/A N/A 681bs Ductile iron is an ideal material for castings where load-bearing ability is required. The mechanical specifications for MSP ductile iron covers is as follows: Grade 65-45-12 ASTM A536-80 Tensile strength(psi) 65,000 Yield strength(psi) 45,000 SAE J434C Minimum thickness .25 inch r ti�Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT IN Utility Systems - Fifth Floor 1055 South Grady Way Date: 07/12/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 ISUBJECT: Finishing Edge Submittal I Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the use of Finishing Edge as the concrete sub. The City takes no exception to Finishing Edge. RENTON AHEAD OF TI-IE CURVE FROM FAX NO. : 425432669e Jul. 09 2005 12:55PM P2 Aft v7AFWashington State Request to Sublet Work Department of Transportation Subcontractor 0 Lower Tier Subcontractor ❑DBE Prime Contractor Federal Employer I.D. Number State Contract Number Job Description(Title) Request Number C��v-t rtr vi ram -DtS�C ��T v-AIN ITJ -T-P PL_ Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tier Subcontractor Federal Employer I.D. Number' Sri 1-k l51\-�1 C ��`1 ---- �l k to g Address Telephone Number City State Zip Code Estimated Starting Date If Lower Tier Subcontractor ID of Corresponding Subcontractor it no Federai Employerl.O.Number, Use Owners Social Security Number Item No. Partial Item Description amount Fes' �-� T�1�'uc�`--1 I'10`-� A-- �q C,t,i?-t �, C-,> �`���� Via,q50 i undorstand and will Insure that the subcontractor will Prime Contract Signature Data comply fully with the plans and speciflcatlons under which thi's work is being performed. JV t g QS Department of Transportation Use Only Percent of Total Contract DBE Status Verification This Request % Previous Requests _--_ % Sublet to Date % Project Engineer Date Approved-Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421.012 EF Distribution: white(Original)-Region Canary(Copy)-Project Englneer Pink(Copy)-Contractor Revised 7/02 t r Y o� City of Renton U - PLANNING/BUILDING/ ♦ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/28/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Stoneway Concrete Number of pages including cover sheet 1 Submittal REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Stoneway Concrete. The City takes no exception to the material submitted for concrete for curb, gutter, and sidewalk RENTON AHEAD OF THE CURVE. FROM FAX NO. 4254326698 Jun. 27 2005 04:14PM P2 Washington State Department of Transportation Request for Approval of Material C,Dnlrad FA Number 'SfZ 'Date Section C*unty Contractor yie'z/Y un-N J V,C For assistance In Dom pfetfngSae Instructions and Example RAM#.... Material or Name and Location of Fabricator, Specification Ap�ftAppill File item No, Manufacturer's Prod"alType I Manufacturer or Pit Nurrbe,- Reference Code Code Na Mf1A AA1 7t6—f; w1wi b;e Wro-WERF� F S 77 .................. Approval Action Codes for use by Project Engineer and State MaterWe Laboratory 1 Conditionally Approved* Acceptance based Test Report for samples of materials to be incorporated Into project 1 2. Conditioway Approved: Submit Mfg.Cert.of Compliance forApproval'prior to use of matadil. 3. Conditionally Approved: Submit Catalog Cuts forApprovai'prior to use of material. 4. Conditionally Appro,.-a&, Sutrriil Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment or'VVSDOT inspe-cW'materlal;hall be used. .6. Conditionally Approved: Submit Materials Certificate of Origin to Prolect,Engineer. 7. Appmvel.PendlN: Request 7rarmrriRted to State Materials Leborztwy for Approval Action. S. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. A4)provat Withhsl& 11. Remarks: Project E". lneer'Distribution State Materials Engineer Distribution 0 Contractor 0 General File •Region Operatlons Engineer Q Fabricefbon inspection •Region Materials [I Signing Inspection ()Stale Materials Lab, []Olher DOT Form 360-071 EF Reviged 3l2002 FROM : FAX NO. 4254326699 Jun. 27 2005 04: 15PM P3 3606535546 12 33:16 p.m 06 24.2005 219 Letter Of Transmittal 06r24/2005 1 33:44PM Stoneway Concrete YVhere QnaL.y Courjts 1913 MAPLE VALLEY H'WY &GNTON, WA, 990S5 Report )t:5 rnAln OFFICE- (423) 226.1000 Report: 92685 FAX (425) 2-2e-4924 Subnvttal#2797 for Prajtxl:Central Business District Detailed Data for Submittal#2797 Backup Data for Mut:5810 of Submittal 42797 1'or Project:Cenmil Business District Backup Data for MiX:5810 of Submittal 412797.for Project:Central Business District I I i 1992-2005 Digital Site Syyletns,Inc. Pagel SM FROM : FAX NO. 4254326699 Jun. 27 2005 04: 15PM P4 3606535646 12:33,33 p nt 06 24 2005 3 i9 Finishing Edge Stoneway Concrete 16404 Smokey Pt. Blvd, Suite20 tVhara Qteat:{y Counts Arlington WA 98223 rZN7 ON,vrn P5055 OFMCB(Q5122r,i(Ko FAX025)226 02,; Project; Central Business District Dear Amber: In accordance with your request,we are submitong the following mix design(s)for the above project Date Issued; 6/24/2005 Mix Code Number Plant Description Use 5610 11 Seattle 3000psl 5.75sk 3/4 w!Alr(SED Class5.5) King County Sidewalk Curb&Gutter 5810 14 Houscr 3000psi 5 75sk 314 w/Air(Class B) King County Sidewalk Curb&Gutter A structural concrete statistical analysis report,based on mix design performance in the field,is included for your review, along with mix design proportions This report is in accordance with Act 318-02 specifications.Stoneway concrete waneras(as its exclusive warranty)the compressive strength of test specimens tested for acceptance in acocvdance with ASTM will meet the design strongth for each mix design, The historical mix design strength test data represents the results of compressive tests of concrete specimens,not the strength of concrete in place. Because Sioneway Concrete does not control the means and methods of placement,it does not accept responsibility for the workability,strength of in place concrete or for concrete test specimens not tested in accordance with ASTM. If requested,Stoneway Concrete is prepared to recommend modifications to this proposed mix design to take into consideration the contractor's means and methods,subject to appropriate price adjustments. Stoneway Concrete requests copies of concrete compressive strength lost results within three(3)working days of performance of said tests and writler notice of deficient concrete compressive strength test results within 24 hours in accordance with our standard terms and conditions and In accordance with ASTM C 94-94a,Section 14.4. Stoneway Concrete does not profess to be a licensed architect,civil enginocr or structural engineer.Accordingly,any advice or specifications supplied by Stoneway Concreto shall be used at the sole risk of those requesting or receiving the same. Stoneway Concrete assumes no responsibility for the des gn or construction of arry structure in which da prvducts are used Any review of plans,specifications building applications or production applications by Stoneway Concrete is not to be construed os approval thereof by Stoneway Concrete. Slncerety, STONEWAY CONCRETE Maser Brown Technical Services Manager 1992•20'J*DISR31 Stre Synerrd,Inc. 1'BgEZ Quad cal iscrvice sm FROM : FAX NO. 425432669E Jun. 27 2005 04: 15PM P5 ' 3606536646 12.34.08 p.m 06.24-2005 a i9 Stoneway Concrete Date Issued 6124i2005 Wheys Quak'ty Courts L9 L5 NL%?LE VALLEY H WY Supplier: Stoneway Concrete Mix Code must be used when ordering concrete asuroK_WA MSt (J F YI C t is(o?s)336 I w o CLStOmOr: Finishing Edge �Ytazs7ua•av Project: Central Business District Plant: 11 Seattle Usage: King County Sidewalk Curb&G Mix ID: 10 -- Material Scxrrce Description ASTM Sec.Gravit oz. Weight(lb) Course Aggregate _Glacier Pit#B-335 AASHT0#57(3f4) C33 267 0,00 1,801 FineAgg'ogate Glacier Pit$1 B-335 Concrete Sand C33 -2.63 0.00. 1,339 _rZpe LtI Ashgrove --—Type I-ll 0150 3.15 0.00 541 Air Entrainer W.R.Grace Daravalr 1000 C260 1.10 4,00 Cit City Water C94 1.00 0.00 240 TOTAL 3,921 Specified F'c: 3,000 PSI Specified Slump. 2.00 To 4.00 in. Designed Unit Weight, 144.2 ibs,lcu.ft. Specified AiC 5,00 To 7.00 % Designed WIC+P Ratio. 0.44 Designed Air: 6.0 °%Q Designed Volume; 27.19 cu.ft. NOTES: Stoneway Concrete has no knowledge or authority regarding where this mix is to be placed,therefore 4 is the responsibility of the project architeeUenglnear,and or contractor to insure Ihat the above designed mix parameters of compressive strength,water cement ratio,cement content,and air content,are approptiate for the anticipated environmental conditions(ie.ACI-318 sections 4,143,and the local Building Codes). Chemical admixtures are added In accordance with the manufacturer's recommendabone.Stoneway Concrete reserves the right to adjust Ihuse dosages to meet the changes in jobsite demands, Designed mix cementitious content,is staled as a minimum,and Stoneway Concrete reserves the right to increase cementitious content. COMMCNTS. 'Approval of the structural engineer of record Is required prior to job use The maximum slump for this mix design is 4"at the truck chute, Maser Brown Technical Service Manager 1992.2003 Digest Slic Sy:runv,Inc. Page3 Quadrol iservicc sM FROM FAX NO. 4254326699 Jun. 27 2005 04: 16PM P6 3606535�46 12.34 39 p m 06.24 2005 519 Stor1CWay COrlcrCtc Date.. 6124f20A5 Where Quah'!y Counts yns MAPLE VALLEY Y,WY RENTON,WA Ot S OFFIC 13(425)27,6-1000 -S GM0 9000 PSI 9.00 0.05 iI RODo.a5 7000 7000 7.00 0.04 6000 6000 5.00 ` 0.04 5.00 0.03 5000 � 5000 4.00 0.03 � � 4000 3.00 0.02 2.00 HI 30003000 0,01 - 2000 (/ 2000 Ho (Ill 4 00 5000 5500 6000 s 00 0o®00 00 4000 0 200 400 600 800 1000 1200 1400 2500 3000 350C 4000 5 Maturity Hours pSl 95°!0 or knits lie above cross-hatched area STRENGTH SUIVARY, Compression Either 411 x 6" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avc 28 Avg 56 Avg Acc ACI31A Accep Teats Slump Air Day Day Day Day Age Req'd Age - - -------------------------------- -- ------------------------- 30 4.10 5.23 3590 4860 5440 4860 4170 28 DETAILED STRENGTH, Compression Either 4^ x 8" Or 6" x 12" Mix Batch Date Plant Slump Spread Flow Air Strengths Number Number 3 Day 7 Day 28 Day ----------------------------------------------------- ----------------------------- 5810 139153 5/3/7000 11 Seat 4.50 376U 5030 5810 203752 5/21/2001 11 SeaL 2.50 3530 4610 5810 204512 6/25/2001 11 Seat 3 50 4.70 3760 5280 5810 250007 4/1'1/2002 11 Seat 2.75 4.40 3740 5280 5810 250161 4/18/2002 11 Seat 5 00 3960 4i6U 5810 289558 2/3/2003 11 Seat 4.50 3060 4!�30 5810 289940 2/4/2003 11 Seat 5.00 2980 4300 5810 290407 2/5/2003 11 Seat 1.00 3340 4850 5810 290810 2/6/2003 11 Seat 4.75 6.50 3620 5010 5810 299071 3/13/2003 11 Seat 2.50 4.60 3780 4880 5810 299653 3/17/2003 11 Seat 4.00 3310 4630 5810 299639 3/17/2003 11 Seat 4.00 5.00 4630 5640 5610 302291 3/26/2003 11 Seat 4.50 3500 4400 5810 311955 5/5/2003 11 Seat 7.25 5260 7440 5610 325391 6/27/2003 11 Seat 3.50 5.60 3300 4470 5810 326293 7/1/2003 11 Scat 3.00 6.00 3420 4370 5810 199 7/l/2003 1.i Seat 4.50 2950 3950 5910 326511 7/2/2003 11 Seat 2.75 4.90 4220 5290 5810 327643 7/8/2003 11 Seat 4.00 2670 4360 Salo 330371 '1/17/2003 11 Seat 4.00 3460 4020 1992,2WS Dlgiml Site Systems,Ne. P3804 Quadrel iSorviao SM FROM : FAX NO. : 4254326699 Jun. 27 2005 04: 16PM P7 3606535546 12 35:12 p.m. 06-24-2005 6/� US'1'�i1.ED STRENGTH, compression Either 4" x 8" oc 6^ x 12" Mix Hatch Dare Plant Slump Spread Flow Air Strengths Number Number. 3 Dray 7 Day 28 Da ---------- ----------------------• -....----- 5810 337677 8/12/2003 11 Scat 4.00 2780 3760 5810 347342 9/12/2003 11 Seat 4.25 3220 4500 5810 370480 12/8/2003 11 Seat 4.25 5.40 4320 5560 Salo 380990 2/5/2004 11 Seat 4.00 3750 5750 5810 486521 1/24/2005 11 Seat 4.50 3900 5060 Salo 486858 1/25/2005 it Seat 4.25 4300 5440 Salo 489456 2/2/2005 it Seat 4.00 3280 4440 5810 489785 2/3/2005 11 Seat 4.75 3060 4840 Salo 492916 2/15/2005 11 Seat 4.25 3310 4530 5810 493106 2/18/2005 11 Seat 4.25 3650 4990 1992-2005 Digital Site Systems,Inc. Yage5 Qwdmi iSuvice SM FROM : FAX NO. : 4254326698 Jun. 27 2005 04: 17PM PS 3606535546 12 35 31 p rn 06.24-2005 //9 Stoneway Concrete Date issued: 6/24/2005 Whom Quality Counts w1a MAPLE V.ALLSY H%Vf Supplier. Stonewey Concrete Mix Code must be usod when ordering concrete. xANTON,WA cams of 1eL(•I2s)226loco Customer: Finishing Edge FAX +251228.492�+ Project: Central Business District Plant: 14 Houser Usage: King Comity Sidewalk Curb&G Mix ID: 5810 --- Material Source OeScription ASTM Spec.Gravlt oz. Weight(%) Coarse Aggregate loon Pita A-464 AASHTO#57(3/4) C33 2.69 0,00 1,828 Fiae AF a;8ate loon Pit#A-464 _Class 2/Concrete Sand C33 _2.60 0,00 1,313 Type 1-11 Ash Grove Type 1-11 C150 3.15 O.flO 541 Air Enaamer W,R.Grace Daravair 1000 C260 1 10 4.50 City city _ Water C94 1,00 0.00 240 fO1'Al. 3,922 Specified F'c. 3,000 PSI Designed Unit Weight; 144,2 tbs,icu.fl. Specified Slump: 2.00 To 4.00 in. o Designed W!C+P Ratio: 0.44 /U Specified Air: 5.00 To 7.00 Designed Alr: 6.0 % Designed Volume: 27.20 cu.fi, NOTES Sloneway Concrete hss no knowledge or authority regarding where this mix is to be placed,therefore It is the responsibility cf the project architecUengineer,and or contractor to insure that the above designed mix parameters of compressive strength,water cement ratio,cement content,and air content,are;appropriate for the anticipated environmental conditions(ie.ACI.318 sections 4.1-4.3.and the local Building Codes). Chemical admixtures are added in accordance with the manufacturer's recommendations.Sionaway Concrete reserves the right to adjust these dosages to meet the changes in jobsite demands. Designed mix cemenUlious content,is stated as a minimum,and Stonoway Concrete reserves the right to increase camemilious rontent. COMMENTS. *Approval of the structural engineer of record is required prior to job use The maximum slump for this mix design is 4"at the truck chute. Maser Brown Technical Service Manager 1992-KOS Digital"'At syAcrtd,tnc. Pagc6 Qusdtet iService SM FROM : FAX NO. : 4254326699 Jun. 27 2005 04:17PM P9 -3606535:46 01 01 53 p m 06-24-2005 819 Stoneway Concrett Date: 6/242005 Where L9ua4py Counts !9t5NLgPLr,VALLEY ii`r- KFNTO WAM55 OPFICE,(a�jzzG.lnaf P.'34425)=6-49.4 6000 6000 PSI 14.00 0.09 >j i 5500 55W 1200 0.08 i 5000 ��.1 5000 10.00 /` 006 4500 4500 R00 005 40M 1- ! 4000 6.00 / I 004 350C 3500 /' 2500 4.00 2500 0.03 3000 i 3000 • 2.00 0.01 2000 2000 0.00 .�T 0.00 0 200 4C SM B00 1000 1200 1400 3000 3500 4000 4500 5000 5500 6000 Maturity Hours PSI 95%of tests lie above croa>;-hatched area STREDTOTH SUMARY, Compression Either 411 x 8" Or 61' x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Avg 56 Avg Ace ACT-+18 Accep Tests Slump Air Day Day Day Day Age Re d Age --------------------------------------------------------------------------------q'------------ 30 4.43 5,35 3320 4480 5760 4480 3590 28 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Mist Batch Dot¢ Plant S2.ump Spread Flow Air Strengths Number Number 3 Day 7 Day 28 Day 5810 266969 9/5/2002 1.4 Hous 3.50 5.20 4050 4860 5810 267168 9/6/2002 14 Hous 5.00 5.10 3050 4240 5810 267506 9/9/2002 14 Hous 3.25 3500 4620 5alo 762 9/10/2002 14 Hous 4.00 3700 4690 5810 267913 9/ii/2002 14 Hous 4-00 3520 4740 5810 268119 9/12/2002 14 Hous 4.00 6.70 3740 4580 5810 268344 9/13/2002 14 Hous 4.25 3140 4290 Salo 02-18 9/16/2002 14 Hous 4.50 3950 5260 5810 266735 9/17/2002 14 Hous 4.50 3260 4300 5810 02-05 9/18/2002 14 Hous 3.75 5.00 3620 4560 5810 82 9/19/2002 14 Hous 5.75 5,50 3030 3970 5810 298145 3/10/2003 14 Hous 3.00 5390 Salo 610 9/23/2003 14 HouS 4.00 3370 4240 5810 357977 10/15/2003 14 Hous 4.00 6.30 3500 4640 S810 672 10/20/2003 14 Hous 7.75 2730 3520 5810 367510 11/2J/2003 14 Hous 4.50 4.00 2720 3890 581C 369614 12/3/2003 14 Hous 5.50 6.00 2970 3820 Selo 615 4/6/2004 14 Hous 4.00 2890 4710 5810 924 4/7/2004 1.4 Hous 4.25 2930 4160 $610 3iio 4/8/2004 14 Houu 4.50 227C 4100 1992-2 M5 Digital Site Syatatm,tot, P:tge7 QLLMtltgl ISCNICC $M FROM FAX NO. : 4254326699 Jun. 27 2005 04:18PM P10 01.07..26 p.m. 06-24 2.005 G i9 '3sb6�355a6 DBTAILF,D MENGTH, ComproZZion Either A" x 8" Or 6" X 12" Mix Batch Date Plant Slump Spread Flow Aic strengths 3 Day 7 Day 28 Da Number Number -------- r. 3620 4830 $810 483246 1/11/2005 14 Hous 4.50 3880 5220 Salo 483696 1/12/2005 14 Houe 3.75 3730 4560 Salo 484035 1/13/2005 14 Hous 4.50 3550 4520 5810 484418 1/14/2005 14 Hous 4.75 3-500 5050 5810 465316 1/19/2005 14 Hous 4.00 3300 4670 5810 485918 1/20/2005 14 Hous 4.75 2750 3760 5810 488082 1/28/2005 14 Houe 5.25 3110 4040 Salo 488928 2/1/2005 14 Hous 4.75 3690 4580 5810 492157 2/11/2005 14 Hous 4.25 S280 4560 5810 493679 2/17/2005 14 Hous 4.50 1992.2005 DWISI SiicSyxt M I= Page$ Quadrat iSer-lac SM r � ti�Y o� City of Renton + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/21/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT. Mountain View Concrete Number of pages including cover sheet 1 Submittal 2 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Mountain View Concrete. The City takes no exception to the material submitted for 1-1/4" crushed for select backfill. Acceptance for the material on site will be subject to the inspector's visual approval to assure that it is within the requirements for maximum undesirable materials. RENTON AHEAD OF THE CURVE ti�Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT N�o'� Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/21/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Mountain View Concrete Number of pages including cover sheet 1 Submittal 2a REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Mountain View Concrete. The City takes no exception to the material submitted for 1-1/4" crushed for foundation material. Acceptance for the material on site will be subject to the inspector's visual approval to assure that it is within the requirements for maximum undesirable materials. RENTONN 'MEAD OF THE CURVE. FROM FAX NO. : 425432SS99 Jun. 21 2005 09:49RM P1 Washington state Request for Approval of Material Department of Transportation FA Contract Number I SR Date J 9-1 County Section , tl Qa Contractor Subcontractor tit ICON- C RAM# For assistance in com letin see Instructions and Example PE Hdgtr. Material or Names id Location of Fabricator, Specification Appr'I Appr'l File Bid Manufacturer or Pit Number Reference No, Item No. Manufacturer's ProducUType Code Code r _ SACK-►1 L L - C CV. Project Engineer Date State Materials Engineer bate Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material, 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5 Conditionally Approved. Only'Approved for Shipment'or`WSDOT Inspected'material Shan be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks; Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Enginear ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 360.071 EF Revised V2002 FROM FAX NO. : 4254326698 Jun. 21 2005 09:49AM P2 Jun 20 05 08.25a C A Pardue, 4L�-4J -IyJU N.� Central Business District Utility Replacement Gravel BackFill for Foundations Class A & B Building Busters 1-1/4" crushed concrete Grain size distribution comparison Sei�Class A Class A Class B Sarn 9-03.9 1 9-03.9 3 9-03. 0 2 1/2 100.0% 100.0% 2 100.0% 65-100% 11A 100.0% 100.0% 1 100.0% 50-85% 3/4 89.2% 518 50-80% 318 53.9% 114 43.5% 30-50% 30-50% 25% min #4 37.8% #10 25.7% #40 9.2% 16.0% 3-18% #100 2.5% #200 0.1% 9.0% 7.5% Jun 20 05 08:25a C. A. Perdue 425-432-1 936 Q.3 tKur1 :WILDING BUSTEP.S FAX NO. :2067725386 Jun. 17 2005 03:22A1 P3 Soil Crain Size Distribution Report (ASTM C 136) too ea 6a ]0 w 60 z 1 u x so u, U o` 40 5o r 20 10 e IOU 10 0, 0.01 o.00t GRAIN SIZE-mm YCOElt3LE8 XGRAVEL NZAND %SILT YCCLIY 0.0 62.2 36.5 1.3 WEVE PERCENT QPEC' PAS37 BQII oft r�l 1119 SIZE FINER PERCENT (X-410) SamP1eN]:GrayWdl-gsdcdgsxlwit�sand(Rccycled 2.5 in. IGD.0 Concrsta-Organics) — 1 irt- 100.0 .75 in. 892. .375 in. 53.9 AV7 Llmi .73In. 43.5 PL= NT PI= NT #4 37.6 *10 25.7 c cle nta 01000 2 5 11M- 17.a 6� 1. 05D- 8.46 N200 13 D30- 2 8-` 015� 0 D11) 0.465 CU= 23.57 Cc- 1.60 la uSCS= GW em Dare Obtained:5-10-01 Te�rtcd by:A.UuoM RGvicwcd by:W.1�anscn (mspaafitxaon proiticd) Sample No.: I Source of sample: Daty: 5-11-01 Locatlon: SubmitW Sample ElevMepth' ' p Client: Buildb%g Bmtm; �� 0� Z-r O ROS EkK``ffAU Projoctz Caop=Project 1 City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT � FUtility Systems - Fifth Floor 1055 South Grady Way Date: 06/01/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 ISUBJECT: Apply-A-Line Submittal I Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal to sublet work and approval of materials for Apply-A-Line. The City takes no exception to the submittal RENTON AHEAD OF THE CURVE From Ainericon, Inc. to 4254307241 at 5/31/2005 10:08 AM 001/001 23020 SE 272nd Street Maple Valley WA 98038 Email: essoushek@earthlink.net ........... Phone: (425) 432-2444 Fax: (425) 432-6698 Me s sage Following are the Request to Sublet Work and the Request for Approval of Materials for Apply-A- Line. Ena DeMarais-Soushek This fax consists of 8 pages Finance & Aministration including cover sheet From: Americon, Inc. To: City of Renton Ena Soushek Mike Benoit Date: 5/31/2005 Page(s): 1 FROM FAX NO. 4254326698 May. 31 2005 09:53AM P1 FROM FAX NO. 4254326698 May. 12 2005 06:39AM P4 � Washington State V!A Department of Transportation Request to Sublet Work [a Subcontractor Q Lower Tler Subcontractor Q D5E Prime Contractor Federal Employer I.D Number' State Contract Number -A �-f" Imc, Job Description(Tide) Reques ber CE N � Approval is Requested to Sublet the Following Described Work to: Subcontractor or Lower Tler Subcontractor Federal Employer 1.D.Number L,u4c- A0dre93 Telephone Number l0(o �TL�ETA C•-r,(� I�t� `t�0�--I"� �Z s3 �3 S- 3 z3 z City v C Sta1ten Zip CCo/d`e/ ( Estimated Starting D;%9 If Lower Tier Subcontractor,ID of Corresponding Subcontractor • it no Federal Empfoyerr.o.Number. Use Owner'S SoOrel Security Number Item No. I Partial Hem Description I Amount t I understand and will insure that tho subcontrecter v,,a Pr =onifor lgn:�ao � � Datacomply tupy with tho plans and spsafcations undsr / t,.which th;s vvoikis oeing perfomisd. `�2 • too Department of Transportation Use Only Percent of Total Contract DQE Status Velication This Request _ 71 Previous Requests % Sublet to Date . 0/0 Project Engineer Date Approved•Region Construction Engineer Date ❑Approved (When Required) DOT Form421-012 EF Distribution, Whitc(Origins,)•Region Canary(Copy)-Projeat Engineer Pink(Copy)-Contractor Revised V02 FROM FAX NO. : 4254326699 May. 31 2005 09:53PM P2 Forwarded by DigiTel for; 2539399925 - 05/10/05 - 4324 - 024024�0 -• 6 Page(s) FROM FAX NO. 4254326698 May. 10 5 03:02PM P4 17 o` CITY-OF RENT•ON • =i FAIR PRACTICES POLICY. AFFIDAVIT OF COMPLIANCE i 1 Apply-A-Line, Inc. hereby confirms anddgclarrs that i (Name of contactor!subcontractor/consultwe) I. It is the policy of Apply-A-Line, Inc. tojoffer equal (Name of cwtmcwr/subcoornaorl;:OnSult4rlt) opportunity to all quallfled employees and applicants for employment without �gard to The race, creed., color, sex,national origin, age,disability or veteran status. IL Apply-A-Line, Inc. complies with all ap)licable (Name of contractor/subcontraaorlcowulmao federal, state and local laws governipg non-disorimin tion in employment. II, W1 en applicable, Apply-A-Line, Inc. seek out and i (Name of cone'actor/subcontractor/cotlsultant) I negotiate with minority and women contractors for the award of subcontracts, 1 i I Michael Liljestrom Print Agant/Representative's Name ? president , Print Agent/IMepresentative's Tidc 1 t Ageatl sent tive's Signature 5-25-05 Date Signed l bsttuctions: TI-ils documexu EMS be completed by each contractor, subeontraetor L consultant. Include or atta4 this document(s)with the contract. } 1 } FROM FAX NO. : 425432GG98 May. 31 2005 09:53AM P3 AM► Washington State ♦/ Department of Transportation Request for Approval of Material Contract FA Number SR Date Section . .. 16ounty -. .- -- �GlNC-1 Contractor Subcontractor For assistance in completing,see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification APE'l Ad�`i File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code. Code No. Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved; Submit Mfg.Can.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved; Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approv9P prior to fabrication of material. 5. Conditionally Approved; Only'Approved for Shipment or'WSOOT Inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. S, Source Approved: S. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11 Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab []Other DOT Form 350-071 EF Revleed 312002 s r 9925YUCCA ROAD ADELANTO CA 92301 760-246-8508 FAX: 760-246-3055 S}'p�y1��.t�y+ Tbr,o�tyhtYd�X�or�s`xrslknac" �Ik' �y231yw^f CERTIFICATE OF COMPLIANCE The material covered by this Certification has been tested according to the standard procedures by the ENNIS PAINT Quality Control Department. CUSTOMER; APPLY-A-LINE I�OV 2 2 Z004 SHIPPED.TO:. PACIFIC, WA CUSTOMER P.O. NO.: SS-058544 MANUFACTURING ORDER NO.: 59067 TYPE OF MATERIAL: Y1E-4GX-1C-YELLOW LEADFREE HYDRO EXTRUDE QUANTITY: 909 KGS. (2,000 LBS. BATCH NUMBER(S): ATP483BY309 -04. RE RES NTATIVE November 11,2004 DATE FROM FAX NO. 4254326698 May. 31 2005 09:54AM P4 Ennis Faint CERTIFIED TEST REPORT White Hydrocarbon Extrude Thermoplastic Pavement Marking Material Formulation Code: W2D-4GX-2C 885430 WHITE HYDRO EXTRUDE Batch numbers: ATP411IOW414.6,000 LBS. Composition (Based on Manufacturing Formula) %Binder: 19.1% % Glass Spheres: 25.0% %Titanium Dioxide Pigment: 5 0% % Calcium Carbonate 50.9% Binder Type: Hydrocarbon Physical Properties (Actual Test Data-Typical Formula) Rd. Reflectance: 84.2 Color Match 17875 Yeltowness Index: 3.5 Softening Point: 103.50C Specific Gravity: 2.00 Shore A @ 115 F: 55 This Statement of Characteristics Is an accurate representation of the material listed above. Si� at ure Lucille Enos Representative MARCH 11 2005 Date 9825 YUCCA RD. ADELANTO,CA 0230 760-246-8505 FAX 760-246-3055 FROM ,: ' FAX NO. : 4254326699 May. 31 2005 09:55AM P5 tNlv15 h'F11N1 J.J.I4Izam r. VYZ/- t! RT!,kennoPLAsno e W +s 4. a NMI. .. J. I I I iI i lglop i i t DesotipHont Recommended Uses: Sdmsonite"breed hydrocarbon tilormoplae tic, Hydrocarbon ihermcplasric is used in all types forrnulatodlvlthpetrolaum.bssedresins, of4ppl?cntlons.Ifsrelrorallective,oerlormence is s wall-proven durable povemear inarking and dwsuilil y arc only v4poreedad by alkyd i system resistsm ro the etfocis of ail,grease thermoplastic materials. i and sell,provid..V exooctional performanne pvai/eblfify In eN eppticerlons. For ovait»bility and specfficaticne on hydrocarbon, 1 Compasivan, or any ol our oGyerhighwaysafetyproducts, , i � Primarily patroieum-resed resins,pigments, eonfacl iheAveryD9nnison customarsupporr ' fllorssnd glass sphores;solvant-tree. omnternr7-800-327-591Z i A lead-free yellow is available, ENNIS PAINT .s 9925 YUCCA RD. ADELANTO, CA 92301 (700)246-MO•FAX(tso)240.000 FROM FAX NO. : 4254326698 May. 31 2005 09:55AM P6 oi�vxa rnlivl L/bY1G4bD�[tOb U'blL�.�oG y�,rwsJ�m r. �e� APPLICATION TECHNIQUES : liydrocorbon thermoplastic can be fonnulared to f�ctuUrh+g: Mstw9els are supplisd 4ot/t in 6016 sasity spfay or screed/extruds and properly bond -(22.68 kg)rharmodogradeblo begs to substrates ei tsmpnreturas bat waetn'400-440"F or premeltcd solid blocks 1A quick 1204 0..7 0 in th)cknessas rsngtnq from mo-d@0 roleaSe cardboard boVVS. Inches(1.5-a8 mm)thick it cAn be eppliea by aft types of thermoplastic applicators SPECIAL CONSIDERATIONS : In a moltnn state,10=6rbon thermoplastic the same molting kettle.Howavv alkyd materials formviet)ons era Incompatible whh alkyd will propsrly bond to worn hydrorarbon pavement formulations,Tbereforo,hydrorarbcn And alkyd msrkings when alkyd is used to refurbish markings.. materials must not bo rrrixed or blendsd within SYSTEM BENEFITS : •Fxcollanf longline pavement markinigs Rapid set time •Env,'ronmenialiy safe •SxMil is axocprlonsl hoot stability providing •Botch to batch application and meh down deslrod app2caVai utiilty consistency -.PtaVldes hetldling aad eppUcation safety: FormuteUons meet roquirements of ITE a fonnuiated wl h rtontoxrc,solvent-free and high A45/1T0 vec;f afions while consislently flash point ingredfsnts fSOOT)96M) cufperfotming more costly conventlonalglass Use of premium heat4esistant while and yellow sphore systems pigments to ensure color stability and contrast Formulated(or meximvrn bpplicsrlan speed necessary for maximum v+-suet nrtd rerrorefiecdve and yield response.Leadfree yonow is availabie. ENNIS PANT 9925 YUCCA RD. ADELANTO, GA 9230i j (780)246.86%•FAX(760)248• M 1 r A�: CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN CONSTRUCTION COMPANY: APPL. DATE:ADDRESS; , J� � 'A PERMIT#: _ PHONE#: CONSTRUCTION SUPERINTENDENT: MOB./CELL:#�-k PROJECT NAME: L u ;1- ti .«��t' FAX#: PROJECT LOCATION: L-+ ly.�nl�itL'e&S �/E/S/W OF: L WORK TIME: r7or_o S"'t z_ ' •"'\ APPROVED BY:_JUN C . C;�ut YEI_ WORK DATE: �, �� � {L ,'i APPROVAL DATE:0 r5-31-<aS NOTES: 1, WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 2. CALL 911 (USING A LOCAL PHONE)OR 253-852-2121 (USING A CELL PHONE),FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR(24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE(3)WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT-OF- WAY MUST DISPLAY A COMPANY LOGO(ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME,ADDRESS,AND TELEPHONE NUMBER)AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: ' - c:' SKFTCH I have been informed of my responsibilities for traffic control and OFFICE COPY T- ro2 agree to comply with all traffic regulations of the City of Renton. CONTRACTOR E—' DFV.SERVIC INSPECTION K.KITTRICK/ SIGNATURF .` - 1, . ✓� DATE: DEV.STRViC[;PLAN Rr_VIFW POLICE KAIIE McCUNCY FIRE JIM GRAYlSTA.#11 r �1 representing f ^ Y-% agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four(24)hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W.47.36.200 through 47.36.220,9A.36.050 Reckless Endangerment,and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36.200 through 47.36.220 or 9A.36.050 Reckless Endangerment,and other applicable State and City codes. NAME: D.O.B. \ 1 `�_`>>_ SS#: CC HOME ADDRESS: f _ WORK ADDRESS: ,'9 '.S t ,�u l - n ,' 3#' ci .� ,�, WORK PHONE:ti' � ` 4 7 HOME PHONE: COLOR EYES: A-- WEIGHT: 17SJ HEIGHT:: _COLOR HAIR: WASHINGTON STATE DRIVERS LICENSE NUMBER-k�-'- �`��"1 C datacen ter/p w/trafoontroM M4-2(L) M20-SCR) %Y2C-)1 NOTE - tNo Block on Orange At"? � ROAD ROAD voRx VM!A 1. f Buffer VehicIe Is not used see or reverse cone taper to p uffer Data Table for required G20-2o show end of work areabuffer space distonce. 500'* Buffer Vehicle with TMA (optional) L X X X 100' i ) 1 •1 I - AR AREA o � o BUFFER DATA SIGN SPACING TABLE CHANNELIZING DEVICE SPACING (FT) Buffer Space Roadway Type Speed X + MPH Taper Tangent Speed (.MPH) 25 30 35 40 45. SO 55 60 65 Freeways and SS/6S MPH (orscs per Expres ways p 50/65 40 80 8 (FT) 1 SS 1 85 120 170 220 280 335 415 485 Buffer Vehicle Roll Ahead Distance Rural Roads 45/55 MPH 50012 35/45 30 60 Urban Arterlola 35/40 MPH 350't 25/30 20 40 4 yard 00T Truck St atibnory Moving 241000 LBS Operation Operation Urban Streets Residental 2S/30 MPH 200't 8 (FT) = 100 175 and Business Districts IF®m L(O C A L Rol 1 Ahead Stopping Distance 65 MPH Speed and Dry Pavement Assumes G%QFEmC u USE MINIMUM TAPER LENGTH - L IN FEET uV u Lane Posted Speed (MPH) TRAFFIC CONTROL PLAN Width (feet) 2S, 30 35 40 45 Sa SS 6S VASHINCTON STATE DERARTM'ENT Of TRAMS►ORTATIOM LEGEND to tos lso 2e5 270 450 soo sso - OLTM►IA. YASMINGTON o a o ChonneIizi'ng Devices 11 1 115 165 22S 295 495 $50 COSi —-- - DCO Sequential Arrow Sign 12 1 125 180 24S 320 $40 too $60 780 TyplcoicDDliectlon - daytime operation of short duration on o four•lons divided roadway where one lane Is closed. Ineorporat" eno gas to chapter 6 of WTCO and Roslgnrd SJO APPROVED MONTH DAY, YEAR ao DATE REVISION 6T STANDARD PLAN K— 7 CITY OF RENTON ME DEPARTMENT OF PLANNING, BUILDING & PUBLIC WORKS O NORTH t ♦ ,e�P _ 1 ,, � ROAD O ; � — GHT LAN 00 WORK CLOSED 00000 — -- AHEAD AHEAD 1 fill owl 3 'Mow r _ � NO PARKI a 2 • • HIGH CCPES ,J t { 4 3 2 . j 5 5 X J. " 5 , t a -- 5 mow 1 k r l` u. APPROVED BY: WORK ORDER #6242 DATE: 06/06/05 SHEET: 2.0 t T Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/09/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Palmer Coking Coal Number of pages including cover sheet 1 Submittal REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Palmer Coking Coal. The City takes no exception to the material submitted for 5/8" CSTC, 1-1/4" CSBC, 1-1/2 Screened Pit Run (Trench Backfill), and 3/8" Crushed Gravel (pipe zone bedding). The Washed Pea Gravel does not meet our requirements for pipe zone bedding since it does not contain the fines called for. RENTON AHEAD OF THE. CURVE FROM FAX NO. 4254326698 Jun. 08 2005 10:57AM P1 FAX TRANSMITTAL SHEET TO: FROM: OF: C6zy Ot= �U' DATE: l2 � � FAX: RE: c C S-� � n 4 of Pages: I (inel cover) E::�����y c Additional Comments: u c y y c� C� C c� O > This fax transmission is CONFIDENTIAL. W If,you are not the intended recipient, please call (425) 432-2444 and discard. 23020 SE 272"d Street,Maple 'galley, WA 98038 Phone: (425)432-2444 ♦ Fax: (425) 432-6698 FROM FAX NO. : 42543266ge Jun. 08 2005 10:57AM P2 � Washington State VI/ Department of Transportation Request for Approval of Material Contract FA Number SR +Date V 18 /cs Section County Contractor Subcontractor For assistance in completing, see Instructions and Example RAM# Bid Material or Name and Location of Fabricator, Specification AFIR Adq�9 File Item No. Manufacturer's Product/Type Manufacturer or Ph Number I Reference Code Code No. 33 � 3i 1t 'N l� C 8 C P\- z" SC2-LFl k e-ID 3� 1t o'e- (W_fK Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved, Acceptance based upon'Satisfactory'Test Report for samples of materials to be inoorporated into project. 2• Conditionally Approved' Submit Mfg.Cert•of Compliance for'Approval'prior to use of material. 3 Conditionally Approved. Submit Catalog Cuts for'Approval'prior to use of material, 4. Conditionally Approved: Submit Shop Drawings for'Approva)'prior to fabrication of material. 5, Conditionally Approved: Only'Approved for Shipment'or'WSOOT inspected'material shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7 Approval Pending'. Request Transmitted to State Materials Laboratory for Approval Action. S. Source Approved: 9, Approval Withheld Submit samples for preliminary evaluation. 10, Approval Withheld: 11, Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 3,50.071 EF Revised 312002 FROM FAX NO. 4254326698 Jun. 08 2005 10:5eAM P3 eG/09/2005 09:06 425-432-3993 PALMER COKING COAL P^.uE 03/07 ( REPORT JAN 2 7 2004 CONSTRUCTION TESTING LABORATORIES, INC. !SS 1201 East 0 Street,Suite 101,Tacoma,WA 98421 Telephone (253)383.8778 »..� ;r ��,tw,� ,an �r ' a r°�• ,, EPir' facsimile (253) 383-2231 -io �..,. Palmer Coking Coal Company -_ Jan 22, 2004 "-"'-" Jan 22, 2004 �xm MISC. TESTING--Product Tes 'n ��wm�s 31407 Highway 169, Black'Diamond, WA 98010 - CD?IM MOR Client N/A wmy ;�a N/A T-2290 oRn�a«fl N/A —ORMAT►ON00. R C-117, C-136 ..No Deviation) ���Mooq N/A STATE SPEC 518"CRUSHED GRAVEL CS TC -ti���R- 4-034 - =uac mea�Rn ,llIUL,Shaw (cl(anc) Ot'JAMPI.B Palmer Colon Coal Compan ►�� Black Diamond, WA Wfllfara KOmbOI(client) :' '`f•.: m1EVK'ANALtlE15 AIODMON►LDATA SIEVE SIZE %P SING SPECIFICATION 100 100 1/2" 95.3 80- 100 PBLMEA COKING COAL CO. 114" 66.4 wuuem�a oDv .......—.1— V 1 #4 �7.3 �� 6� 32407 Highway 169•P.0.Box 10 Slack Diamond,Washington 98010 6 I 5Z.0 / 1 350-886.2861.425-32.4700 # #6 r r Fax 425-432-3883 46•1 palmercolongtoat@Pol.com w+vw.patmerct.cam # 10 43.2 I r # 16 32.7 �?4umur�rcw,-. #40 12.5 8-24 .r,K COMPANYWERCOOKING COAL # 100 5.7 !�itwLLFtQextrtie-- -89--- #200 4.0 10.0 max, t....urt.VraaM 60 886-28 l $1__//�2 ?.35'42 � ' onl�rxfweuamas• —.4_Q��. Fax (425)432-3883 --•,r•_,.._.— i ' saHoeSunu.eertCse)••(RBPe�oF-!+E?roDt_ ,.�.aEQ'.. i , 4UtA1T450VNONE5SS9S1!_- i ' ' san. OJ�3F1u77Dn . bi mentset#2, . ., .. .. .—_......_. .. _ lMMew, B-Rowden/fe WM, , an 23 2004 �cRossmMsnutR AS�ORTIM�LL NpT■O l�xr��VC�P A7fCOrT'IN II•LL YN7•TtDUT TKS.nIRTKN A/�f10VH�0►►11�L1 TO ..6.1000.R�DORT OLRTNNi OMt�M^�.Y�1RllL i(�TQD .E'i6M1-0'J woraaDocux.R'vrs au�cc,icc:rocAI ,u'I+1T(S;rQ4dfYmFrLb''RLr1,G'Ov �¢r�imiva� i�tlElt[co nr�trw FROM : . FAX NO. : 425432669e Jun. oe 2005 10:59AM P4 06/08/2005 09:06 425-432•-3833 PALMER COKING COAL PAGE 02/07 REPORT .LAN 2 ? 2004 CONSTRUCTION TESTING LABORATORIES, INC. 1201 East D Street,Suite 101,Tccomo,WA 98421 r Telephone (253) 383-8778 �+e _ T -.ll� pr ,���• „� �. ' ` �. ,�� r�"�Il,�i�(253)303.2231 ,� F•.�� �l��v��1�1r-���/"Y ��/7'�•FYS� �� Rom.. lF �..r:L"�v.., ��1 g•r .�I� '! .,.r+A:l.. .n: a:. 9T"1' � � f',..Lt.- Palmer Coking Coal Com an °�'� .Ian 22, 2D04 Dom. DAn Jan 22, 2004 * NUSC. TESTING-PRODUCT TESTING ."A N/A 98010 31407 Hi hW 1�9, Black Diamond, WA �OPOAD[R vR� ..!W"�x.. .. AsxoAT 04 •CDWTAACrl= Client RUNraea N/A T-2290 N/A MIA,RDA's NIA uMsste �•_}�•�}1f�1� .x... . •�.. ,!'`t-.>�.'�:'�:q•"M TEaIAG 1NFORMrtT1CN ark ,[sTfs? C-1]7, C-136 �NO Deviatio -- ioKUHetA 1 N/A 4-037 r 1�114'CRUSHED GRAVEL CSBC -- ------ 07=ftlm Mike Shaw client soma Palmer Cokin Coal Company �►�� 9R9QNlIM Black Diamond, WA SDENTITE°aT: William Kombol(c.'rrnu •tayu`�nT cGt.i'; rtlhVt'/IKALYt;18 .a: a -Ti s: _ ., ,• auOlClONtLLDATA SIEVE SIZE ?/o P'"S'INd SPECIFICATION 1-1/40 100 100 1" 96.6 $o— 10o pRIHER COKING CURL CO. 72.0 50— 80 William Kombol 1/21) 58.7 MDno7er 3140T Highway 169'P.0.Srwc 10 _ 3/80 50.2 Black Dlamcnd,washtngton 98010 ?/¢„ 39,6 / i ` 360.836-2841.6Z5-432-4700 1 FAx 4a5-432.3883 #4 34,1 25- 45 palrnercokingcoalCgaol.forn www.palmor�c,am _ #6 29.4 #8 25.6 # 16 16.9 P.O.8ox 10,31407 Hwy 169 _-_ 4Q 5.9 BlackDiamond,Washingtnn 98010 # _; 3- 18 lDOIl[UNR N .... # 100 2.8 83 #200 2.0 _ 7.5 max ,�•, -... __- , I ' 16 bfnSTVRE- „FMD N/A -- ,RLMUi*R5• N/A ' :��• E...ut'ment•5et#2 >, �� ,;�i,:;, x ,;;` �� , , •;, ;> . E4: B.Rowder�/f>Ra 00MOILT`srw an 23,2004 Er. : I .os Smith RefO *MALL MOT AA RCIRDDYC*D EXCIS"IN ru U.TTITND ITT IN E.TYRITTCM MT novwror TllR V1a DR TeY,A D•If•l.l.Rl1►CRT►*RTAME OMLrTD TIc ■RI..�.TmTtDfm•D�d'L'C n'ov:0000-Fign RDuLGOY RD'JOJ02.DfT5RM70 01.2204 FROM FAX NO. : 4254326698 Jun. 08 2005 10:59AM P5 06/0°/2005 09:66 425—a�2-3863 PALMER COKING COAL PAGE 04/07 Rip O�, INC. va 10 2004 CONSTRUCTION TESTING LABORATORIESr R ,�� 1201 East D Street,Su+e 101,Tacomo,VGA 98421 C Telephone(253)383.8778 7N _ ocsimile{253j 333-2231 [� =0IL1A=4GiCG;RREC;ATE ANALYSIS TESTT eb 03 2004 IV E F'Palmer T... - ' —�r"' --- .._......_... C Feb 032004 RODUCT TESTINGM'1SC. TASTING - P ne�. ;lack D WA 98010oea N31407 Nfghway 169, B iamond, ER.. .. _ _ _ — RT D6Cl ien "`�CONRACTOR ACT T_22:90'CONTUCTtV/A °qdRr�^ 11A o Rya a�R w MATERIAL S INFORMATION C-11 C^13 6 ;No Dev�;ation) -----. .— R«Ro j -_ 4-0 54 1-1/2"SCREENED PIT RUN MAT6R]AL - UO HVM�R4- ��''�^' Mark Kris Janson �° ECt Palmer Cokin Coal Com any _ y1MpLCDnn — oaatPP�Y BlackDiamortd, WA sueMmeo y: William KOmb01(ctianQ SIMM ANALYSIS ADOITIONAL DATA SttLvt SIZE % PASSING SPCCSt'ICJ�TION 1-112„ 100 I­ 31407 314 _1 89•0 _ . Williaml(ombol 75.1 Moncyo— - HigFOSY 169•P.O.Box 10 Nall 66,4 -- + Stack Diamond,Washington 99010 --, _ __,_-•„�-- I ` 360.686-2841.425.432.4700 114" 54.8 _ + fax 42546 2-3253 www.aalmercc.tom 46.8 — oalmercokintitoalL,auL.wn # 8 31.4 tiC1f a 10 ----f 2 7.9 a tAyT=C uNTT(%•)-.._.. # 16 X7.8 Black Diamond Wast-OgW -9841D _ 4323542 __#40 � e.o •tC+OSE}tN1jr;E!¢Hr-... ,c•- 25) '�3z-�s�--�� - # 100 � 2.1 � caonm5 crP+lRrrzes�... 200 _ - 2.6 OANDEQOIVALLW(SE) `REFEREE METHOD _—_ ---- ' — SO1L's 07CATION RER"BAR N/A ......... _—_........._— �1✓ lAR IV/A aEFVWIC: - ' EOOIDMEI'TT E uiement Set#2 __.. 9 R f91❑SED - _... .. nxvl�,EDEfJi 200 tt ar TESTEDaT: B.Rowdenf�>,1 - g6pORT_MALL NOTEE REpgODUCED E8D2PT IN FLLL.MTMDAT THE WRITTrH^Vl0R2VAl OF TWI11A00aAY0HT(,e+.10•,0-0D•REPORT PERSAIMR ONLY TO THE FATCi1AL TESTED(rar.02-0A-C tf'U!v')'1;�)t(/lld;h;:i ,1'Ull.�•dtttJRh.Yi ll'C,M LY"I�IT,nue'Itt)17GE F.17rlJ.'f)IJ R1.V In ran; 01.04-v14 FROM FAX NO. : 4254326698 Jun. 08 2005 11:00AM P6 'bb/bti/'LbbS by:bb HALMEK WK1N6 WAIL h'Atat b5/✓�� REPORT JAN 2 l 2094 CONSTRUCTION TESTING LABORATORIES, 1201 East D Street,Suite 101,Tocoma,WA 984 21 Telephone(253)383 8778 � ,'�y 1, //y��'r•�P��•`*��` 1" Facsimile(253)383.22�1 poK! :- � �.J YJ :�'�••1- t' RAW Jan 22, 2004 Palmer Cok-in Coal Com WTY : DATE Jan 22, 2004 MISC. TESTING—PRODUCT T€SWINGS°`q N/A 31407 i hwa 169 Black Diamond, RYA 9801 Q �,M� �R.._ 03 - �1�2nt auMaeR__ R_ p(Igp1A9[ N/A .Aaw, T�-2290 N/A ,NoaK N/A ORDdR NO �1 'fi. +t- �i:`'(�' 'r• .y,'a�,;.e', :NATfltiIAC es IHPORMAT(QM _ - - C-117, C-136 O DEV1dt1DYt� Tnn°MeEn.. .: TesTK1 4-036 MATVML 3/8 MIMl1S CRUSHED GRAVEL n g0ECR1[t� s...ovRA[ CowVanY , .......... �: Rusty Holder(client Of CA a Palmer CokingCoal IW60MB" P711fam Koinbol(cltentl ;�: Black Diamond, WAOpsAIBML7T>IDPY bIWICANALysm SIEVE SIZE °!o PASSING SpE(1FICATION144 f 114 93.X PHL0 COKIOG COOL Co. #4 ' Wiltiam KDmhat #6 66.8 Haug& 31407 Highway 169•R0.Box 10 _ # $ _„—, i 81ntk Dtamand,Waahinetan 9001C O 1 J�Q.S , f f 360.866.2841.425-432.4700 Fax 425-432.3883 # 16 3S.� palmcrcokingcoatQaol,.com wvnepalmerc.com #44 21.5 # 900 12.4 �aAS`-°`-'-"-'-cuN!* AN COKING COAL QQW #200 1 _ _ 7.9 , A.n.SSSC LIMSI' r cam... . ax T 1407 Hwy l69 WrME , _� non r u.... oM..... 360)$� AHa7-- ...�... ax (d�S1�1�2-��� ' _. WD e.Qu1VALM(90. ( -RffTArM D)- SeFaFDC 6^lC�IT?'•(b91v .. �.— ' 1 jULlATS�UN°M159(S:�!,_ I - i � y° s aAxstnunoN = N/A Rrlla,CKc eet Set#� m B.R owden/f,e an 23,20il-I Vie,' JCRnssIDMSmIth 'Rlf>•VRt SMALL NOTE[R['ROElf[D O(C[[T IM IDu.TPr1NOUT TM[ [M iIiRfYI(K 0! ' CRATORT rV WIF 1lOC R[ !•t •, iT[1e,AL y"4 errD IMRD, FDsLFOWREI:it,tunz r�nr RLCD 012�-0a FROM FAX NO. : 4254326699 Jun. 0e 2005 11:01AM P7 -06/08/2005 09:06 425-43'2-3663 PALMER COKING COAL PAGE 06/07 _ _. REPORT MAR 0 7 200 CONSTRUCTION TESTING LAEORATOR1ESr INC. ISSUED .,.�.. 1201 East 0 Street,Suite 101,TCGOmc,WA 98421 "Ix Telephone(253) 383-8778 Facsimifc(253) 383.2231 L 50I�.J AGGRE�AT� ANAlYSI� 1"'�ST REpORT� Eft. �ofl3 Palmer Lakin Coal Cam an -°`-T-a.q' -- P om 0 2003 MISC, TESTING (Product Testing) ,o;�� NIA ' 314Q7 Hlghavay 1fi9, Black Diamond, WA 98010 ,._rn►� . . - ,�_ Client lyi� � EE23 55 NIA N/A oweR AD. OdIDTR sa MATERIAL S FNpORMATYON m N/A -- w, ,,, - G-117 G136 (No Deviations) .•y" ------ 3-148 WASHED PEA Gf p1 EL „ ..... Rus Holder client �� Palmer Lakin Coal Com n -- ., .. William Kombol client o Black Diamond, WA ADD M- ONAL.DATA SIEVE ANALYS15 SIEVE SIZE '0/brPA,98ING- : SPECIrICA70N -- 3/4" 100 - t _ 1/2" 99.J 3/8" 73.3 14.9 42.5 3u,n7 HighWaY 109'R0,Box 10 `— Black D;amond.wash in g-oon 9501 c # 6 0.6 360-a6e-1e1,l•425-432-4700 — fax 425-I.37-38a3 # 8 0.4 # 10 0.3 www.palmeecc com # 16 0.3 •- ►• ncm +cocSon PALMER COKING COAL COMPANY #40 0.2 #�0 0.2 ... P.©. Box 1 a, 31 �y ,. at..rrr,R• ac # 100 0.2 y� /� y oer�une x<ruatms .. .. _ #200 0.2 9PlQRC aaaYTYY�`.... .�yaTc sou Y0MR7��ls�. _ v0it Cy�7pSC'.ATlOR ■ - N/A NIA rl t Equipment Set#2 9EY U56D RFNISMep B.Rowden/ d °An MAC. 08, 2fa43 T �cRflss/pMs '�+ Tuna er: conP+r<Teo ppRT SHa«NOrT BE rt¢vR00UGFC pCCEPY Stl BULL OUT THE WRMEM APPROVAL OP TNF I.A90RATORT rev.30-19-0�J 1. CPOA VERTAtRS C1V L'/ nC MATEI73dL TESTED-1re�.02 01 WQRp; SOIL A89REGATE ANA�viflfi PROFILE f DATE REV:1 M 01� CO.c:44.021 P SeLSON I cc.FILS CLIENT,MAIL GIST,LIST 1 OATLTYPEO. 03-07.03 DATE RFCO' 03.07-03 , w (i) City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/09/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Quality Rock Products Number of pages including cover sheet 1 Submittal 2 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Rock Products. The City takes no exception to the material submitted for 1-1/2" Gravel Base for Trench Backfill. The Washed Pea Gravel does not meet our requirements for pipe zone bedding as it does not contain the fines called for. RENTON AHEAD or THE CURVE F'?OM FAX NO. 4254326698 Jun. 08 2005 11: 16AM P1 Co :t FAX TRANSMITTAL SHEET To: k r✓ Gook FROM: t N ►� OF: C�T'� QE -���O� DATE: (°L� o FAX: C�IZs)43U - r)-aA \ RE: � S' �Cx7e1 — # of Pages: _ (incl cover) y c Additional Comments: V rlt�� `7t GJ� i �C1 tllE T�" f S►��C t -cDi2- lit U a� c c 0 c� u This fax transmission is CONFIDENTIAL. W If you are not the intended recipient, please call (425)432-2444 and discard. 23020 SE 272n" Street,Maple Valley, WA 98038 Phone: (425)432-2444 ♦ Fax: (425) 432-6698 FROM FAX NO. 425432GS99 Jun. 09 2005 11: 17AM P2 = FAX NO. 425432669e May. 12 2eO5 Oe: P6 FROM AOL Washington State Department of Transportation Request for Approval of Material TA Contract FA Number - SR I Date rc �� -- (County Section I v-Irg Contractor Subcontractor I.C RAM# For assistance in com lefin .see instructions and Example PE Hdqu Name and Location of Fabocmor. Spocit;cation Apprl Apprt ( No. Ed Material or Manufacturer or Pit Number Reforonce No. M3nufactur6rs ProducUTypa Code Coder 5 TC �, tit t 1 t3Ac�rctt- It SCk'- 11 t N C1 - Project Engineer, Date Stale Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materiats Laboratory ased 1. Conditionally Approved; Acceptance b upon'Satisfactory Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Ceti.of Comptisnce for'Approval'prior to use of material, 9, Conditionally Approved: Submit Catalog Cuts for'Approvai'prior to use of material. a. Conditionally Approved. Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'VtSDOT Inspected'material shad be used. tS. Condit-tonally Approved: Submit Materials Certificate of Origin to Proicct Engineer. ?. Approval Pend7ng: Request Transmilted to Stare Materials Laborstory for Approval Action. 8, Source Approved: g, Approval Wrthheld; Submit samples for preliminary evaluation. 10, Approval Withheld: 11, Rerrwrks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor C General File ❑Fabrication Inspection ❑Region Operations Engineer (]Signing Inspection ❑Reglon Materials El Other ❑State Materials Lab DOT Form 35Q-071 Er Revised 3rzCD2 r FROM FAX NO. : 4254326693 Jun. 08 2005 11: 17PM P3 I I Quali Rock Products Alawua�La�TU1m.:aevr,l\'a Ply 360-379.0S21 Yam i64^'0.09'.9 R:1 L�i1 QRPII�c.\al.C:am p,aj�tN�,r tsKti�>: Amorieon Inc.-C:errttttl 8usirw$T-Udi111e8 soave�i Remo job NaTypt G.Base aid lt(n+No.: 9.03.10 1'"kd Munagrr: Can3Irxt Nm Sampled 6tockp{ia Soa:ae?+ PSA-458 ' Bma�Na: M�:rL�1 to be m�ed iA: G.Sus P I I! WT Md ',0k hi on ll Ilan Total% Total% SwAkmlon 3iOvo Size Shad slaw ea; Retained ?assin9 l3L to 1191 Sample No.:�_ Sample of: 11f1"Sc+eent09a 4�szmplea BY: K.Marnn - 2 V2" 0.0 ox 0.0' 00 1 100 too - 100GtvlB Kny¢ OA o.o O,D 100 75 - 100 Tested By:D]te of Sample: 3N6/2006314° 8 teas to` 7.8 �; 92 Ti=e of 5aregla t 7 0 AM1114" 3oo .8 100.0 4s'; 12.0 �; 88�Q� Y to DtteYB". .0 450.2 s' �2 I Bfi - 718 ! �' Sample watwe 2569�6 3f4 102te 1027.4 iG7s as•' A0.9 59 49 SamplednrNRF�25=iO 519 127sA 1" .0 245,E 9E $0.7 NoLYw 112 1668.2 16t:8.2 285.1 t1.4, 62.0 3$ sample Wnhed urt. 2dDQ2 7116 I I1 16 p2twwtahvd out 4.3x 3t8 1701.2 1701.2 '143.1 s.t' 67.7 32 1 114 1&iGb 1836.8 135,E $.4' 731 I M as 190E 1 Lfk 19 - 7t I': 2A 22 1 Sand CquN3larttAwrLg+ 66 60Min i10 2130.6 2130.6 22.1-9 6.8i 648 0omDtned Fractiue aJ0 I' $4p 21A7s 2197.3 66,7 27' B75 13 svEF 0*0 i elongatloa 0100 2560.7 2330.7 133-4 s 92.3 I' ? #200 2888.3 2386.3 668 2t 95,0 5 0 10 Spec: �270 Wood Pordoles Pan WV 204.2 WA WON weightE: onrererrP -'waahm0 Wl I' 0. I� N0" El"ated E7anga ; Fracture Fracture SOnd svpa Slove SimM z Mass Masi % % IlSpec. Equh►alant va•moo splrc (010 r 114')x 100 �`. 3.2 . svec. I' 4.9 C1aan1jf%M v3lUG 66 eedlmern height _ I: i Taaorr Floonsss Modulus 287 i i SIC,4gATURE DATE I: Y00(�1 ITIl1D L096 it SZ6 XH3 00:LO SOOZ/gT/SO FPOM : FAX NO. : 4254326698 Jun. 08 2005 11: 18AM P4 JLn 08� 05 10: 23a Mike Bursey 3GO-570-0829 P-2 Quality .Rock Products '>nn..rnnr;; r.�l::. cpa•f1 �.�s., vtn1cctttamrl5-ttlnnl: gmeilcon-CCV cs r� eIBUS.Utilit� DlSt. 5aaa:rNamr: Fomon )ub No.f _ Tyyc vi n.atccial: Po3 Gr3vol ASTM C33 CwnN(t No.: fyi.t•rul to Dt uatd Ott'_-- ASTM-033 Sampled Front: Final Belt Soune 0: PSA-a50 R�udum No.. _ ._. WT t st WT 2rtd Total Wt eig ino % o Total 1/6soeclticavon Sieve Size 11t on Puts.n Retains Snake Shake Retained I,- M d Passing Lyt,to USt_ 5amPic No:: 5 —� Samric of: Pea Gravel 3.. - ni't�7 $aatpkd Uy: led Lyons 21R•• - }+. T,Amd Ay: Chris KnuL' Z __ / Dole of Sample: 61B/2006 1 314" L - Tlatc of So at Pic: t 1/2" -� Quantity Reprerentad: 1 114" Quantity to pate Samplo..tw[,T1411.G 3/4 Somple dry Wt. 1398.8 1 518 -- - - Nolaturo 0.9 112 11.2 11.2 11.2 0.3 D.a 99 100 - 100 sample Washed Wt. _•, 7/16 %ap200 Waahod out 318 320.9 _320.9 300,7 2Y.1 22.9 77 85 - 100 114 1032.4 1032.4 711.0 501 7a8 26 ^#r4 1319.8 1339.6 507.4 22.0 135.d 4 tv - 30 _•_� exec. #i2 f996. 1395.9 st5.1 ..o a9.e -0 0 - 10 6andEquivoloMAverago tt10 - #16 1350.1 139G.1 0.3 00 939 0 5 spec. Combined FracturoL ill___ #i40 Spec.l tts0 — 2tonaadon�__..J0 '-- �100 , sP6c. #200 _ Wood Panlclea ^PanM%l. t396.7 1398.7 3M:3 _ .rood weight SPEC. $ICVC Size Mass Fran Eiongated Etongatod Fractur Fractur Sand Mass Mee. Mass % e% c Spec. Equivalent 1/4-910 Split —— (F701 114-)x 1DO Cloantlneva,Valve ttodimonl [AAflGr Flneneaa Msdulua 9.18 _..- ^-. — SIGNATURE DATE ti�Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/09/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: RAMS Mountain View Number of pages including cover sheet 1 Concrete Submittal REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from RAMS Mountain View Concrete. The City takes no exception to the material submitted for 1-1/4" for Trench Backfill. Acceptance of 1-1/4" for Trench Backfill on site will be subject to the inspector's visual approval to assure that it is within the requirements for maximum undesirable materials. RENTON AHEAD UP THE CURVE FROM FAX NO. 4254326698 Jun. 08 2005 11:34AM P1 •u�'' , FAX TRANSMITTAL SHEET TO: ot� FROM: OF: C�-c� o� -��C�� DATE: �DS cFAX: IhZK� RE: v1 � # of Pages: 5 (incl cover) a� Additional Comments: 2 a� bA cis OP r.. con U c� 0 �a This fax transmission is CONFIDENTIAL. W If you are not the intended recipient, please call (425) 432-2444 and discard. 23020 SE 272nd Street,Maple Valley, WA 98038 Phone: (425)432-2444 ♦ Fax: (425)432-6698 FROM FAX NO. : 425432669E Jun. 08 2005 11:34RM P2 AdW Request for Approval of Material Washington State ortation Q V Department of Transp Date `FA Con Number Convect � - `— — — — US p�S'�_ V��C\l�l County Section — Subcontractor Contractor 1 Pi RAM# For assistance in corn letin see Instructions and EXam le FE Hdqtr. File Name and Location of Fsbricator. Specification Apprl ARprI No. Bid Material or Manufacturer or Pit Number Reference Code Code _ Item No. Manufacturer's ProductrType Pt 32 — — — N'�o t,ti�LT A t tJ V le _— �P��tct `o m Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Condltlonally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated Into project. 2. Condltlonally Approved: Submit Mfg.Cen.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. a. Condltlonally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Condltlonally Approved: Only'Approved for Shipment'or'WSDOT Inspected'materisl shall be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. H. Source Approved. 9, Approval Withheld. Submit samples for preliminary evaluation. 10. Approval Withheld. 11, Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other 00T Form 350-071 EF Revieed 3l2002 FROM FAX NO. : 4254326658 Jun. OB 2005 11:35AM P3 Sun. CPX NO. :pOG7?253t3b FROM :BUILDINGI BUSTERS �11 ^ A 36) .. . •stribution Repor� (AST l� soil Gral Size D� rs GA 4 g Y Y 100 so 80 70 ` W 60 ' Z U- W U W 40 0. 30 20•• i0 0.01 0.001 ° 100 ° GRA1N SIZE-mm / y.CLAY 'GSAND °/.SILT Y.COBBLES °/.(62.2RAVEL 36.5 1.3 0.0 62.2 $oIl Qescrlt�tl4n SIEVE PERCENT SPEC' PASS? Well-t�- ailed gravel with sund(R�yclui FINER PERCENT (X=N0) Sample#l:Grey SIZE Concrete-0r9micS) _ 2.5 in. 100.0 75 in. 6912 AT r mits ,375 in. 53.9 PL= NT _ P1= [YT 25 in. 43.5 37.8 r 010 25.7 RIM I, 0 D 50= 8.46 n 00 2.5 D30= 2 85 D85= 0.772 D10= 0,465 #200 1,3 Cu= 23.57 Oc= 1.60 USCS= C3W �T4 A-I-a em Date Obtained:5-10-01 1'ested by:A.Duong Reviewed by:W.Hansen (no s e6bca6onprovided) pate: 5-i i-01 Sample No.: 1 Source of Samp10: Eley.lDepth: Laeatlon: Submittal Sample Client' Buildutg Busters OTTO ROSENAU Project: Cacspan Prgjcot & ASSOCIATES, INS• proectNo: of p� FROM FAX NO. : 4254326699 Jun. 08 2005 11:35AN P4 � G(Jl.1J 1.. FAX N0. :Z06772Szc 1�+ FROM :BUILDING �Lig7ER5 T • 131.0 �. T 12$.5 126.0 b — 0 123•5 121.0 _ ZAV for Sp.G._ 2.80 118.5 11 13 17 5 7 9 Water content, Test SPec#ficgtion:• ASTM D 1557-41 Procedure C Modifiod o"eMize c0aection smviiad to each l > Classification Not. 6P.G. LL Pl 314 in. No.200_ Elavl AASHTO Molst. Depth USCS A-1-a 6.8 Estimate NT NT l U.8 1.3 GW UNCORRECTED MATBRIAL OEgCRlPT10N ROCK CORRECTEl7 TEST RESULTS UNCORRECTED Sample#1:Grey Wefl-gmdcd�w�ivel tivel d� Maximum dry density=128.5 pcf 125.5 pcf sand(Recycled Concrdo-OrWics) optimum moisture10°/u 11 % � =- Remarks: Project No. 01-234 Cllent. Building Busters Lwe Obtained:5.10-01 Project. C=P%In ProJect Tcsted By:A.Duong Kevicwed iiy: Hatrsnn Location: Submittal Sample Soil Moisture-Density Reiat;onship CIATES, INC.ROSENAU & ASSO FROM FAX NO. : 4254326698 Jun. 08 2005 11:36AM P5 Tun. OldZ���� �.•—_. FAX NO. . 206?"�25380 FROM :BUILDING BUS TER5 I�., 1.� 11.111 I %l�l'l t�_i �f.('t) 1•ll)�i I U� �� ('a� t�i;J i GRAIN Sj7M- ANALYSIS MECHANIC*�AL _._._.....- Pt4 c%�A i.iq rt►lo. F>!itl of yrn�tuor+ j -�— nartcly GRAVRI, 1 �1_rxAle�t t�untu,}��lo�atU,t,utt �,• r,,._..__._ tit+iior�lCy'" 'LuC,ltion �ilFiP Nu.'���@t 1 ` � 46-1 A -nl�; t'r ►gam,_ _ KAoitt4nn Cttntpnt�•1?./u .n,�ti�n;(i,_. . bril Tlit1 Elm. _ �Ap(�tnUnt •...r_._ i_��r..•Y....,•_ — . ryM,_• •rr.r�.._•� ;y.. CCCCCI .•r�.�,�n....v.+JJ�'-(i'V.'.••_ .•.w.v,� ._:...-.• ..•..,_.. w.— ... , 1 M 10 73Aq ._._r�..•.,-_ ,..:....,...���_......_ _...._._...C'its,._._......_.•.....��C�,,....� _... ._.. •i%�_.� _.�.r,,..._....,.. .._..__—. . ._. 13 Ll WA US 6TANDARD MEW!MOS, Nn 4 14t9.1(: W040 41U.lIu' to .,...` I (. -- `_..•, i. .T_. _�. ., '�' �.�:^�„_�._:":�_..^_.'I'.�'�:;_ •_ - 10 to rjqvTT Cvt Ciimig 9lzd,,ntn r•�,aa.owrv�v..,.,+.w.,�` I �of co ��Ftn�l(uni..•.,_1.•.••.,` _.. of -... (a.sY V .. i f il'•%b f...,9uIIF (ffD HAWrd WA AAW Zt1,t111.T701 r, 12;5121 t1r.MiJR„r l)nitfvr+n tLi.nRltl(>�Irinrxl vrn r_t >>.:Pn:}•v:•:.•. ;,,;., �1 ti�Y o City of Renton s% PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/09/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Quality Rock Products Number of pages including cover sheet 1 Submittal 3 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Quality Rock Products. The City takes no exception to the material submitted for sand for bedding for plastic pipe. RENTON AHEAD OF THE CURVE. Jun 09 05 11:23a C. A. Perdue 425-432-1936 p.2 - 0.a t-I.Lme aur-se3 360-570-082S P. 2 Quality Rock Products Alatrcids l�l Tu mw'uttc,lln M %0-°70-0321 Fas 300-S7UD329 E-M.J QRP1kIAid.C- Pmject Nan,(SecHoe): Amerleon-Central Bus.Utilities Dist. sousce Name: Renton JabNo.: 8654 Type of realeri al: Sand Bid hem No.:ASTM-10.33 Project Manager: Contract No.: Material lobe ceedin: ASTM-OJ3 Sampled Fmm: Source lc PSA-460 Rand ca No.: WT 1st 1MT 2nd TotalVVL I elg ftvi% Total% Total% Spe4d9estion Sieve Site SasnpNt No 3 Shake Shake Retained St on Rim Retained Passing LSl to list . Sample of: Sand 3" Sampled By: T.Lyon 21 Tested By: Chris Nnutz V Dale of Sam p It - V612006 1314" ToneefS.MPlr : 1112" - Quantity Aeptesemied: 1 114' Quantily to Date : I.- Pill SamplewNWL%1333.6 3(4 1 J Sample dry WL S/8 112 Sample Washed W t 7116 %p10o W 31E 0,0 0.0 0-0 00 0.0 100 100 - 100 1/4 0.6 IS 0.5 0.0 0.0 100 #4 10.1 10.6 10.1 O.0 10 99 95 - too ivEe, #6 2022 202.2 191"7 17.8 18 6 1 81 90 - 100 Sand Equiv Kent Average g.2 52 Min 010 290.2 260.2 S6.0 SA 24.2 76 - ?i #16 414A 414.4 1542 14.3 385 62 SO - 6.5 SPEC. 020 - =G Com[ained Fracture 430 626,1 625.1 210.6 18.e I 58.o 42 25 - 60 440 sPEc. 450 437.5 837.9 212.E 19.8 77.9 22 5 - 30 E longatie n #80 #100 992.7 962.7 i24.8 +ts 89.4 11 0 10 src� #200 1019.+ 1 1019.1 56.3 5-2 94 s 5.4 C3-< Wood particles Pen WY- 1033.7 1 1033.7 1033.2 weed wsiOM MfFemsce Pan WI.-vs.-Washed Wl" 0.0 Slave Size Sample FNon Elongated Elongated Fractur Frectur Sand 114-#10 Spill Mass Mass Mass 1b a% a Spec. £qulveleM (N10 7 114")x 100 3.1 5►FC. 3.8 Cleanliness Vai ae 82 sedirtlewt h.ight E 1 +aucn Fin.rsss Modulus 2.63 31 Max - SIGNATURE DATE Jun 09 05 11:22a C. A. Perdue 425-432-1936 P.1 C . A . PERDUE 4 2 5 - 4 3 2 - 5 4 1 3 PHONE 425 - 432 - 1936 FAX 2 0 6 - 4 5 9 - 0 6 2 1 CELL FACSIMILE TRANSMITTAL SHEET To: FROM: Mike Benoit ChLis Perdue COMPANY: DATE City of Renton 6/9/2005 FAX NUMBER: TOTAL NO.OF PAGES INCLUDLNG COVER; 425-430-7241 PRONE NUMBER: CC: 425-430-7206 Americon RE: CC:FAX CBD—Sand Bedding for Plastic Pipe 425-432-6698 ❑ URGENT ❑FOR REVIEW ❑ PLEASE COMMENT ❑ PI.FASE REPLY ❑ PLEASE RLCYCI.P NOTESICOMMENTS: Mike—Attached is sieve for sand from Quality Rock. Please advise me ASAP as to your approvaL T ti�Y o City of Renton AW + PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT N o� Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/01/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Quality Rock Products Number of pages including cover sheet 1 Submittal REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for the materials from Quality Rock Products. The submittals meet the requirements for 5/8" CSTC and 1-1/4" CSBC. Either material would also appear to meet the requirements for import trench backfill. 7Washington State VAF Department of Transportation Request for Approval of Material Contractr ,1 > FA Number SR Date_ / Ct I�CITI S LDiJi tl_ — -- - — --- l C 1/C.., Section County Contractor Subcontractor / M L-?2 t Cv,'�j I I r\-( j f-)-, For assistance in completing, see Instructions and Example RAM# PE Hdqt Bid Material or Name and Location of Fabricator, Specification Appr'I Appr'l File Item No. Manufacturer's Product/Type Manufacturer or Pit Number Reference Code Code No. TC (�,�I � �� C S ram'. �►2Cu 7t,�C(S Zc� 112�1UC B4OCL Ft LL- Project Engineer Date State Materials Engineer Date Approval Action Codes for use by Project Engineer and State Materials Laboratory 1. Conditionally Approved: Acceptance based upon'Satisfactory'Test Report for samples of materials to be incorporated into project. 2. Conditionally Approved: Submit Mfg.Cert.of Compliance for'Approval'prior to use of material. 3. Conditionally Approved: Submit Catalog Cuts for'Approval'prior to use of material. 4. Conditionally Approved: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Conditionally Approved: Only'Approved for Shipment'or'WSDOT Inspected'material shaft be used. 6. Conditionally Approved: Submit Materials Certificate of Origin to Project Engineer. 7. Approval Pending: Request Transmitted to State Materials Laboratory for Approval Action. 8. Source Approved: 9. Approval Withheld: Submit samples for preliminary evaluation. 10. Approval Withheld: 11. Remarks: Project Engineer Distribution State Materials Engineer Distribution ❑Contractor ❑General File ❑Region Operations Engineer ❑Fabrication Inspection ❑Region Materials ❑Signing Inspection ❑State Materials Lab ❑Other DOT Form 350-071 EF Revised 3/2002 (Quality Rock Products, Inc_ Price Quotation AWARDED (CUSTOMER AMERICON INC JOB NAME CENTRAL BUSINESS UTILITIES DIST, JOB ADDRESS CONTACT CHRIS RENTON^WA PHONE 206-459-0621 FAX 425-432-1936 _ CHID TIME 425-432-5413 T.G.P.MAP PUBLIC 4/21/2005 ACCEPTEn 5-10-05 START DATE i 1-2 WEEKS DURATION PIT MAPLE MAPLE MAPLE MAPLE MAPLE. MAPLE TRUCK RENT PRODUCT 5/81, 1 114" TBF �- CON Asoalt SPOILS MUD TONS 1000 1000 1000 3000 TRUCK MIN. _ spec no, DELIVERY COST _ T&T 3.00 ton 75.00 150.00 $5.00 T.F. ^ 90.00 SOLO 7500 I OTHER -• DELIVERED PRICE T&T T.F SOLO ` 7.76 7.75 5.00 PIT PRODUCT TONS TRUCK MIN. spec no. DELIVERY COST i T&T T.F. SOLO OTHER DELIVERED PRICE T&T 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 T.F 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SOLO 0.00 0,00 0.00 0.00 0.00 . 0.00 OM 0.00 fii• ^I+ 1 711 Quoted By: RICHARD TARDIFF Approved By: OWNER CITY OF RENTON GENERAL AMERICON INC. ADDRESS ADDRESS ON FILE: PHONE PHONE - Notss I , M/C00lp1 - 110,LIQau i HDOU 3.LIlvab -1096 ff 9Zfi XVd L6:Lb 900Z/TT/90 I , i I V IMTC Materials Testing and Consulting, Inc. _ I I i Proctor Report Project Maple Vullcy Pit VA-458 Date R=tved!13AJ -05 ABTM C-136 P-Ject B:OSCMtMS sampled p5'-Clil-nt Unified 5615 Clandl-lm Sygim Sig" a. Prtsene Specllkat1oas Cllebt:OuuDty Rod Date Tal<•d_14-Jan-03 ASTMD.7487 LIS o.m Prom! M- Mtn Source:Plt#A-056 Tested Hy:is GP-G164,Pw.iy gmlcd Gfvvct mtn Silt am7 sml 6.00' -..IS0.0 Samples:C-0-011 _---- L27_"-CMCi _-- 4.IW" 100.0 --- 9+mVV Prop.fe6: Mtdrt X P6miml:i 3.00" 75.0 �r err,»*" •l:�x 2- 63.0 TW Sta dw* ASTM 13699: pp,9ltTbT9.9:; MCmod 2.00" 50.0 ASTM A 1S57A _...AAWM- IW.X :H 1.75' 43A - '--- - .-U warrettc l Proctor Vfl1Ps 150' 37� . ASsomed Sp Gr. Po1at Pofs[af 0.7 .. M...Dry Deoaey Optimum MmL 1.25' 313 100,% 100.0% IOD.D% 2.75 N cw)r Mol.mre N, fy 340A 1E6111' 6.3eK 1A(r 23.0 47% 100.0% 9nn% 1 2.7% 1?2.7 71B- 22-4 2 4-8% 1383 V9111C yr!OY017=Cort[Cti6t1 Appbed - 314. t9,0 65Y 3 6.6'A 140.2 Maz DryDc-,y OpdmomMNR SB" 16.0 749L tta0% 511.0% 4 W.8% 1-16.5 V2" 12.5 61% 9.5 53.% - - ------ - 114" 63 42,% MOiatvre Density RsWttnD9hlp a4 4,7$0 33i% 45.0% 25.0% 1414 -----r-----i- --- ------rr----r----��'----r----'T-----•� a8 236 23:% I I I a1D 2 21;Y. --- 4- - I 1 1 1 I _C{____1_____J N20 0.83 14!% _____-_i_._____1_��__L___, 030 0.6 121% lYJ 1 1 1 I 1 -- r- -----�- ----I- -----'r-----;- -- -----I ,w„ 0425 n!% 16.0% I ------- -----._____�I______�___� r__.:-_T____ `1 a50 01 9% I I I 1 1 I 1 IL #60 023 9% ___-.F____.i_____1_ ___J am O.IIt W.% I I 1 I I i 1 I 1 . aIOD 0-15 77L fto. t'h �16 rx .'b ana: 7% 4% M 1r1L ffx a140 D.1W I Psetcat Molrtma � af70 0.09 Urm Pointe ____Zero Ay Void,Curve Cu V Fh a21)O OD75 J.7'% _ 7D% 0.0% -- Metlr Spee.Y Vea - - - 004 WSDO'I 9.019(3)Uea9 C401W .. ASTMD-471R.Miac.Olalkw o.r,reouYalat •/.IRcta1net1314" RS% 'A km.-4 Cornctod Optlaam %Rewiued C.rtrcmed Oplimmu 'A Q vN:65336! DiI6 3.826 V4"Fire Dmmity mow, 3i4•Sicvc gcos;ty Mueaae %Send:2883E 0(36 11 A% d0% "K 15 I; D t7.32 Sx 14 3 %SmCay 3.7% I 10% 1427 5.7% 231% 146.11 4.9% Cn 3A3 IL:OA7i 15% 144.0 5.4% 30% 14L2 4.6% Cw 12.84; PL;0,0% PM;SAD,; Pl,OA% I sYer3osw s�Ma.17DF911 I Cammcna: I i I Rcolewedi b7. i. i is i I AD rdfe.,,�y,.Jf oe�leoim.r.msv.f.sent A..,�1ee+lww^e�aleewnu�m4.-4...m,.�e.m,tamca4.u.�rr1,1Dl.�a dmtm.•e-.. r weldwoow..�...+m•mn•••a� e••I�a I rimed R,�g�nm.ppus i I 777 Chry616r DrivC •:Bariingtoll,WA 98233 • (3b0)755-19pQ Fax(360)755 1980 1710 Midway Conn Cenhalia,WA 98S31 • VhapR(3W)330-7926 • Fax(360)W-'NO WCbsite Addnw;Spglw inafwt I i i 9OOFt�1 N01kM / 31 0H 2ftIIVll�l� - L096 CTb 99f XVd OT:9T 90OZ/OT/20 i i I i �c Materiels Testing and Consulting, Inc. I '��-.�. �► Sieve Report I i F aple Valley Pit#A-458 [Talc Raeived 13 7At+-OS 207 Unified Sow Clssarfisatiotf System SGTvI005 trampled By:Clieat Pooh Gtavcl with Sil[and Sand `1Z Rock ).te'rested:143aa 115 GP GAd y gradedit#A458 Testod By:L6AS-Ol1thlnt=03� z� Gu�d-655% COt1C of Ctlrvmac.rc=3A3 D utksa D 3.826 !Itim %sand=MR'/. CmffufUnifamKy.Co 32.84 rn)=004 WSDO'C 9-03.9(3)8aK Collate - A„w ►I s36 �rNnlilt&Cly•-5-7% Filtrnm Mvd°loe=5.611 sample Meats spec T Ytta1j17tlid LimitL0.0% PJxsti�l,inlit>s 0.0°% rwtkky lndsx+0.04'.%- 94.1%� M.6ture%, Wnplod-n!a fdotl Ir°tCt'palated - Clmtollld-jIcoamnbdve Grain Size Distribllfion skvejS'm� Perttat � Pcraat �9Dssx Spotb tX 5�� :Q$��Q � U8 I Met*1cr rr r-I 6.00" 150.00 100K l t i l 1 I I N 1 1 I I 1 ❑11 1 1 1 i 1 Mill i•'1 1 nl�ll I I 1 nlnl t t i nulls 1 l sin 1161 1 4.00" ' 100,00 I ! 110% l I l l a t l l� __'1111 1 1 1 t 1111 1 111 3_DO" , 75-OD lOLPA BD% ni;ili-I ill FtiT7-r'-:MITiP"1""slit I rrr l" • Illill 1 I 111111 1 1 ( i,fl l l 1 1 I nlll I f 1 1 lAr I 63.00 j 10015 11111 t IIfil I•1 1 111 11 il{1114'I 1 1 I l l lr_I 1 1 1 _111 I f 1 1 1 L_ -III 1 1 2.00" 5U.00 1 _1--11111 l l_I 1 I110% E Isis111 1 111111 1 1 illlll 1 I MI,I 1 1 1 L75" i 45.00 j I00% i ' IIin 1 1 1 u111, 1 1 4 null I I 1 WWII 1 I 1 1.50" 37.50 I0094 I Iliil I I I �111111 I I 1 11 1 1 I ns 11 1.1 1 31.,40 i 100% I 100% 1100,0% i00.1Y% 7096 WUJJ. LLIUJ11_L_Jt1UlLL_1__S1111L1.1 J__ 70.0"b I IIII 1 1 still I I I nn111 I I null I I I 1.00" :� 25.00 97y i 97% 100.0% 90.0% 1 I yl n 1 I 1 r 1 i tl la l 1 1 I l l f l I I I 1111 1 1 1 1 1 I I111 1 1 r 1 `w 7/8" ;i 22.40 92% BO% ttu -r - 1 LIJ1i-t _-Lta1s- -1---LU11L1.F1-- 60.09L 3/4" 19.00 I 8576 B5% , la 11!1 1 1 i 1 11 1 I I 11 I n I r 1 1 1 1 I n n 1 1 1 1 1 S C 111�11] I I 11111 1 1 I �Iltl 11 1 1 111111 1'1 1 518" !` 16.00 ! 74% 1 74% 90.0% $0.0% W I I f 1 1 1 I i 1 I`1 1 r 1 I n I'1 I 1 1 n n I 1 I 1 1 e� 1!1" :f 1?SO 62% G2% 50% MIIMtiti-i{ h i,4-1 - YIMThh-I--�IYIYrrY 1-- $0.016 ' Q. I1111 1 I I I1 11+1 11 11I I t I I I I 318 1f 9.30 53% 53% a1;l 1 1 I I \n, I i 1 1 mill 1 I 1 mI I l r I I 1/4" it 6.30 42% 42% I (i l 1 1 I 1 111 I all 1 I111 1 1 1 1 1 1111 1 1 1 1 1 40% IS ri�� r-- ti� -r--nt+rrr----lr1�l'rr--- 40 t19b #4 i t 4.75 35% 35% i 45.0% 23 ft% 1 I r I 1 i I ( 111 1 1 1 i !U•111 i t IH t. l 1 1� :1u 111 7 I nllltl I tY8 " 2.360 23% 1 23% i till i I I fit l 1 1 )In 1 t I I I Ins I I 11 1 300% 20D0 2E% i 2l°1 I 30`>b nn��-r--mt 7: 7-i nnrrr-r-Tln�rrr�-- I111 1 1 I IIIII I 1 f��1111 I I 1 I11111 I 1 916 1JB0 1 1694 16% II I t I I 1 I11{ I , / lnl i 1 1 I 11111 1 I t I l 1 n it 1 1 11 I I J 1 1j n U_ I I I _1 M_ 11 1 1 t i 1 1__ 20.� 1'120 ; 0.850 ` 14% 14% I 20% ur1 ii-i-`I u,11S 1 *1 --�1111 I 1 tolls,1� #30 j' 0.600 12% 12% I11I I ( t IIIt11:11 '1 Ilfl �I Inllla I 1 11 1111 1 1 l lull l I 1 1 'I I 1 lilt 11.3 1 1 B40 0.425 11% 11% i I8.0% '3A% t I�1_IJJ�1 ` VIJ,1_L_�11U I.�__ IInSL;LLJ-.. 10.0% 450 i 0.'N I 9�'t 4.3 l I I N60 'I 0.230 j 9% j 9% 1 t i I:1 I l :I1111�J 1 f11e11 11 1 0.190 8% 8% 0% 0.0% #too I 0.150 7% 7% i 100.06 10.110 `. t.00 0.10 0.01 NM i 106 I ' 6% partlCle Sin(MM) #170 0.090 I ! 6% B200 I 0,075 E 5.7% i 5.7% 7.0% 0-0% + -Mr tlwes �-.+iilx lraia I c -sae so�e11 e a Ttixldcr sa.;m K,I?1aa1 I i 1 Co111menta: .. Reviewed by: 1 I I i Att1�1►tl�Y"^hmae,W loeWaaaad i1a06 M•I�oalpnr�+o>e�lm4ele ppplk dvl°ehew M'ICI+at.eMrllwOado•,_�r�w�.1.Ip.".jd:m.aots.-6-E.a lalmmd'.+r .oaaio.%.mdrxusw 6ymsl�naexarlrpsl.drmieoPAdw+4=m weirtm>cl.�•t i i 777 Chrysler Drive ' Bold ngton,WA 98233 ' ;Phone�(.3.�6�0)755-1990 t Fax(3G0)755-i480 ` 1710 M1dW8Y C0t1rt • Cenotalils.WA 98531 ' Pbone(360)330-7926 ' Fax(360)330-7946 Wehsitc Address:9vww.12IM incian I LOO1A NOINHI..% M;)OH )(i iVAD L(i41E3 Cii 9Zf XVd3 OT:9T 9009/OT/90 UTI Materials Testing and Consulting, Inc. Sieve Report Project:Maple Valley Pit#A-458 Date lttcelvedt 13Jar1.05 jcd#-05CM005 Sampled By:Clicut ASTM D-2487 U awed SoOs C layslticatian Sytrtlm! Clie@L Quality Rack DIU Tested 1436-05 SP-SK Peorly graded Sand with Silt and 1 mwd Sonmet Pit A-458 Tested By.iS Sam1e#:Go5-010 r� i 410)=0.149 ;mm %CAwmt-43A% CpctF oCCurvattuq Cc-3.D0 ; ppam Dttq=LM7 Saint=49.9% CodR.OfUpifemily,Cat=35.65 A04 w9DOT 9.03-`�)Top Caws D.0-5-M MM %Sik Chry=7.7% Ffocmne Moduhia-4S7 Sampl!f4ab Slim 7 Ye& Litluid Limit-0.04E - Fbiwie Limit^0.0% �Plrcticity 3adcx=D.0°lo Fa mte%- 973W M&:64=%,as tlt6-cJa Aftllul Ilutm Load Comslatl.ejcamatatl.s _ GraW Size j)hg�ptjpq £J- siae Fereeat ft-r-t Spurt US i Met+ic Patnia P Mu 100%KRtrt rkthr T -+ r1 r4t 4ttC�r r -- 100.0% 6.00" , 150.00 I ! 100 nt11 i I unlll 1 I m11111 1 Intl f,I 1 4.00" 1MOD ° 10096 Init111 1{ `Ilnll l 1 �Iltlll l 1 Itlllli t 1 ' 1 y 3.W 75-00 100Y° 11,1111 1 n1M i 1 nailiI I- null r'I I-- I 9095 Iin'Ill-i- +='71'ISi-r--.Ai1T1 i 1 -�1717ri 3 100% n;l l! 1 1 11 I I 1 1 n1111 1 r 1 ull I I I 1 1 2 " 3•0 � n•111 I I !NTT t I I unI11 1 1 un111 1 1 7Otr 50.00 1 1Wri I BO% I1.IJJ_L111JLtJl!_! tAlll°_!J__ 8D•0% 1.75' If 45.00 l 100°6 n,i11 I I 1:1111 I 1 1 u I 1 t 1 1 1 1 n n 1 11.I 1 I c111 I I I I I 1 1 1 Un1/1 1 1 Ilnlll I I isr 37.54 i 100°L I 111'l I I I 1 tl I�1 1 1 1 nn r 1 1 1 1 IIu 1 1 1 1 1 1.2.5" ,I 7i50 1004'° 7096 r,i LIJ J_L__h.1 I 1-1__JUf-ILLL_I--1.LIALLLJ-_ �f% i il'I t t e 1 t 1 I 1 1 r 111111 1 1 I lilt I I.1 1 1.0(r Ih 25.00 I 100°/. IUI 1 1 I 1 I 11 1 nn 11 1 1 1 nn 1 i 1 1 1 Ii i Iljtl I I I lilt I I I �1111 Wr 22.40 11 1 I :I III11' 1 1 3 l00% �% I�H� 1-1_�IA•I�1 � -L w�N Ni 4►-1__1111i F�LJ__ �a% 314" 19.00 100% i 100°b ` 100.0% 100.0% W n 1 1 1 1 1 n 1 1 11 1 1111 t I t 1 1 I111 I I r 1 1 to 518" 16.00 i 994E ` 9995 C ell 1 1 1 111 \I n n s 11 I n n I l 1, i I m It 111 1 1 1111�1 1 1 III111I 1 1 111111 f l 1 w 12' i'1 9.50 l 12.50 ` 80%911% I a9095 100.0% 40.0% 50% rfH-1�^r--IHrti +- -I ri f+rr+-1-^+frl�r�r-1-- 50.0% M fL lilt I]1 , .11i111 11 111441? 11 3l8" I i w, Q n111 I I nnl 1 ufn11 1 1 nniti t I 114" ° •630 66% 66% n 11 I I 1 un l 1 I \illl l r 1 1 1 e1111 I p t I 111 40% 1-trl-t�-t---m rl�7� r-�nnrrt•-r�Tm�rrr�-^ 40.0% 114 l 4.75 579b i 57% 66.0°4 46 0% Moll 1 I u 1 1 1 1 RI I t 1 r 11 1 I I 1�t 1 1 III11I I t n/ll!I I n 1111 1 1 unlla I I $$ 'i 2360 h 37% 37°/f ! I i I r 1 I 1 1111 1 1 1. 1 1 .101V I I I I loll I I:1 1 I 3 ftt0 2.000 35°,6 s� 1T m - I i 30% nn-)-r-- tiT7 T_11-inAYrl'-rT r �- ,TITrr'l"- 30•1 #16 1.190 , 2b% 26%3 I n111 i l rtn 1111 1 qnl`1 I I llll lit 1 i i _ 111 1 1 1 f 1 1111 1 1 1 I ] lilt 120 0.830 23% 23% i ,�% n11( I I nuII I 1 I Iiis._I__iltil+il�l- 1 ^ ,�. #30 !: 0.600 ' 19% 19% Iliilii-i'�'Iti111 i__ 1 I 1 1 neliin 1 I I)Ihll I nn1111 1 1 1 t 1\ lilt 11:: l 1 MO I; 0.423 16°h 1(1% 24.0% 014 fit It I 11 11 n i 1 1 1 1 n n I i I LLLI n I 1 n 1 1 0116 11UJJ_L_-ti 111J1.t_I.��luu 1_ J�lY1�LLJ__ 1g1p+�, #50 �I 0300 14Yo I 14% 1 n111 / 1 IIII111 1 1 Intl L I 1 11111 1 I II11111 1 I II11It l L I I I 1 f 1 1 960 i 0,250 17% 13% 1_ 1. trill I I 1 nn111 I I Ilnll I t :ull tit I I #40 : 0.1s0 11°A 11% j 0% #too 1Ds/ i 1(°!s j t00.06 10.00 1.00 0.10 QAt #140 0-106 1 9% Il pmude eke(men) #170 i 0.090 I 8% I tnoo I ours 7.7% i 7.7% J 10.0^� 0.0% 1 i Slew slurs -s--ArbafSl)w -a-UASPM @7e�1m1 Sfrvka PS.19?6-78 �On{mCt7tf: I i i iteviewed by: i I I e6t Ty°,*--ti I-wmRd-keblootoatis"MO pw4di-beGmwab Paw m0-.0--I k. .dnee�4aaonaehnw�. I t>mayrra=wf,�raala°a,.dau�em,eplow• 777 Chrysler Drive • Woiiington,WA 98233 ' Phone(360)755-1990 ' fax(360)755-1980 i 1710 Midway Count ' Centralia,WA 98531 ' Phone(3,60)330-7926 ' Fax C3W)330-7W Websft Addy:VY40WJI1tD illc.net i 900� - NO.I.Nm / xbb0 )uf-fvhb L0913 £TV SU YU OT:9T 900y/OT/90 i Materials Testingand Consulting, Inc. j Proctor Report ASZM G136 jh.i d:-tvlaplc VellOy Pit#A.458 p )lace yed:13.J=45 Sore 91>= Muot< Rpttlli- Pra et1#:OSCMOD5 Srmpldd J1T'=Client: Aa1Drd Seta CIa>Idf tatSOm Sy.a®. Dale Tatcd:id-3aa-03 AST'tS D-24r II8 ® INu ML Client:Q--tty Rock SPSK r"ly graded Said with Silt and 0-,,a 6.00' t30.0 S-M.Pit m A-458 TW Br- 4 JW 100.0 Sample#:C-05010 51r•c"1' C --- n!a®I:I 3.00" 73.0 --I-� gam pseyarvM. Moira:x 2.]0" 63A Dry: M=wimL 7C Tat Btaodard: ASTM D6W' AA%tM T 99 Mead 2 ff 50.6 .. AS'1M D 155Tx M61ti0 T CFLOt,,_ B IA'05" 45A ijpaacCteA Pro4Yor V4dt.e I30 373 Anaacd 54,G. Mat P"Ww Dry um Dry Ddatty optlamm Mitt. 123" 313 2.75 NaAbct Melu et D"Oky 715.144.4 R+V6t 7.1"/L 24 ' 7/E 224 1 3.0% 67.9.1 AX 2 S 13 V&Iuj Wj Uvv%ttt Camcdw Applied V r 10 LOD.X MID% I OD.O% M.s.Dry Y •m DleLi ]r 16.0 go% 3 7.0% 140.7 12.5 901X 100.4% tW.O% 4 9.5% 134f i/2" mr 93 ED:% m6htnre Dcmity Relatlmship 04 4.750 IT% 666% 46.0's ____�______I_�. Y --___-__-__� as 2.36 IT PA H1.4 ____-r_____.t- I ` I I 1 NIO 2 3i% �______r__ _.,___ vfn -----"'---+`_---�---'--I-- 1 I N16 1-18 ?bX ms 1 - I--- ----- ----- 0..6 193%I N2 085 2 % -----� i"-----I�-- 7-- ti---� NqD 0.425 ]6% 24A% 3.1)% I owe -----r---^ I , I I �• I I I I - *5D 0.3 14,% (� U]q _____r,.__ _Y_____y___.__ ..I____ _i______r_____t_•,___i__ `t Nd0 0.25 13% 1 ______I______L__..�_1___.._;_____ � 0.1E 11% 10% u°' tx Isn WA #140 0.106 ].i nl nc b1: f'4 11G nr. pdm o Mdeare 8170 0.09 i • ne.Pab= ----zm Air Voids Came Cv pit N200 6.073- 7.7% 10.0% t1.D% birds Spera7 7'a --- =4 WSLICI 9.M 9Mft Cmw I AfTM D-4718,Mhx.Owrslic COM--daa ValOee ode 0•h %it[Silacd C -=d Cyti- %Reialaed Caac>cttd xt7ravm&-4% 0,61337 314•Sieve Dmit Wino. 3Ae Sieve Pa-hY MoBMt 76 3an0:4E99S DpOj 5298 ]Y. 141.7 20% 145.7 5.9% XS;itALUY:7.7%;; D4dy3AOD LOY. 143.D 6,49G 2SX 147.1 S3X Ce 3.40 L4:4.0% P4:O.tMG 15% 144.3 6,1% � 30% lass S'l4cCO i PM:457 fRTI��Fetaw'glaT .Bv.iew A9.1.04D6 I � Commeusa: i i I Reviewod In- i I ne�aANamv,.ffi,I�Im nlmwln."•n..umwr�ea'.uses.•tl=�e�ivaw*�*�.�suoeam0ar.mnw•o'etmr'�.aay�ownw�e.�.�ee.w..am�ramams�r=.� 777 Chtyslcc DCh'0 ' BtulinpM WA 98233 • jphona(360)755.1990 • Pax(360)753-1980 1710 Midway Court Ccn7E11A.WA 98531 Plitm4(360)330.79M6 Fax(360)3300946 weWte Ad&=-.www,mte-im-net i i i I 600[A NOINHH / MOOH Alilvab - L096 CTV M YU MST 50OZ/OT/SO V J` ��� o� CITY OF RENTON TRANSPORTATION SYSTEMS-TRAFFIC OPERATIONS TRAFFIC CONTROL PLAN j CONSTRUCTION COMPANY: APPL.DATE: ADDRESS:, rim c �, PERMIT#: PHONE#: CONSTRUCTION SUPERINTENDENT: MOBXELL:#,- PROJECT NAME: - '-' i FAX#:'l k-) 'A"-�- � Ci PROJECT LOCATION: -'-N/E/S/W OF: WORK TIME: IK 1 = •" APPROVEDBY: JU, G WORK DATE:DATE: ill +`� j � APPROVAL DATE:05-31-45 NOTES: I. WORK ZONE TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES(MUTCD). 2. CALL 911 (USING A LOCAL PHONE)OR 253-852-2121 (USING A CELL PHONE),FIRE AND POLICE DEPARTMENTS BEFORE ANY CLOSURE WITHIN PUBLIC RIGHT-OF-WAY. 3. CALL METRO TRANSIT CONTROL CENTER AT 206-684-2732 AT LEAST TWENTY-FOUR(24) HOURS BEFORE ANY STREET OR LANE CLOSURE AND 30 MINUTES BEFORE THE ACTUAL CLOSURE. 4. THIS PLAN MUST BE SUBMITTED AT LEAST THREE(3)WORKING DAYS PRIOR TO WORK. 5. APROVED TRAFFIC CONTROL PLAN MUST BE AT THE WORK SITE DURING WORK HOURS. 6. ANY VEHICLE AND/OR EQUIPMENT TO BE USED FOR WORK WITHIN THE CITY RIGHT-OF- WAY MUST DISPLAY A COMPANY LOGO(ANY LEGALLY ACCEPTABLE SIGN SHOWING A COMPANY NAME,ADDRESS,AND TELEPHONE NUMBER)AT A CONSPICUOUS PLACE ON THE VEHICLE OR EQUIPMENT. COMMENTS: SKF.,TCH I4 I have been informed of my responsibilities for traffic control and OFFICE COPY T- fv2 agree to comply with all traffic regulations of the City of Renton. CONTRACTOR DF,V,SERVICE,INSPECTION K.KITTRICK/ SIGNATIJRF�z .�' r �.r �-- - DATE: DEV.SrRVICr•,PLAN REVIsw POLICE KAT7E WCLINCY MRE JIM GRAY/STA.#11 I,�, •' `; c��= �— representing rr agree to comply with all traffic regulations of the City of Renton. I shall prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures,and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. I shall notify emergency services twenty-four(24)hours before any street or lane closures. I understand any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in my receiving a citation for violation of R.C.W.47.36.200 through 47.36.220,9A.36.050 Reckless Endangerment,and other applicable State and City codes. I certify I am responsible for the project and the responsible party to be cited for violation of R.C.W. 47.36 200 through 47.36.220 or 9A.36.050 Reckless Endangerment,and other applicable State and City codes. DAME: `\ -t .r 1 . ,n D.O.B. SS#: HOME ADDRESS: Q 40 WORK ADDRESS: �9 'St t✓ .�� t..�LS ~ WORK PHONE:t� .� � � HOME PHONE: � Y � 'r COLOR EYES: 1'� WEIGHT: 17S HEIGHT:: _COLOR HAIR:_' WASHINGTON STATE DRIVERS LICENSE NUMBER: +- u1��'} 1� datac enter/p w/tra fcontroUbh 'and 'l-11w � 4 O s� . : co w WWF iow f of � • � - ..=e-... e 3 Villa- a� • ,��.. ram:; j NO 1 .' � N 3-1 City of Renton s Accounts Payable W-9 Vendor Form 1055 South Grady Way Renton WA 98055-3232 City of Renton Contact: City of Renton Department: n/ C' SZ W C-7Q_ To add your business to our vendor file,please complete all sections of this form and return it by e-mail or U.S.mail or fax. Phone: 425.430.6918 or 6919 Tax ID#:91-6001271 E-mail: tschuldna,ci.renton.wa.us.(Tracy Schuld) Fax: 425.430.6855 nbeardsleyPci.renton.wa.us(Natalie Beardsley) Business Information Business Name: Contact Name: ? Remittance Address: Z�aC�ZCD 'Su 2T� ZNp S-1-- Physical Address (if different) s�M Phone #/Ext.:(ZZG?) ZA Z -2y�4 Fax: (4ZS� l Business Type (Please Check One) Corporation C1 - I►1 i a �\ 3 Federal ID#(9 digits) Partnership ❑ Federal ID#(9 digits) Government Agency ❑ Federal ID#(9 digits) Non-Profit ❑ Federal ID#(9 digits) Sole Proprietor ❑ Social Security#or Federal ID# What is the official name registered with the IRS for the above number? \ e d 1�c,� � `T� r3 �q�\Tr✓�.��S��S If you are not a corporation, is your business subject to 1099 reporting? ❑ Yes ❑ No State of Washington U.B.I. #: *Renton Business License#: _- *Required if performing service or selling product within city limits by City of Renton Municipal Code, Business Regulation #5-5-3. Contact Business License Accountant, Norma Kuhn, 425.430.6851, ornkuhn@ci.renton.wa.us Signature: .'L Date Printed Name: L !.�{ _ `j() uS I am a U.S. person (including a U.S. resident alien): Yes ❑ No C:(Documents and SellingsUmericon InOLocal SellingslTemporary Internet FilesIConl,,, SIOJ3JIKTHIFIS440 vender forni.doc i ti�Y o� City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/01/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 ISUBJECT: Harmsen & Associates Submittal I Number of pages including cover sheet 1 REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please [ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal to sublet work for Harmsen &Associates, Inc. The City takes no exception to the submittal RENTON \HEAD OF THE CURVE Washington State TAP Department of Transportation Request to Sublet Wo rk ❑Subcontractor ❑Lower Tier Subcontractor ❑DBE Prime Contractor Federal Employer I.D.Number* State Cont7—,e ./ktitC��S tNC. �I 1 t t� Job Description(Title) - Reques ber C�-ritT( S-L� Stt�� �isT L(Tt�iTy � t��� Li_ 1 I T Approval is Requested to Sublet the Following Described Work to- Subcontractor or Lower Tier Subcontractor , p Federal Employer I.D.Number Address S Telephone Number City State Zi Code U� o KI POE P Estimated Starting Date DIVA G�s�t`ta If Lower Tier Subcontractor,ID of Corresponding Subcontractor -------- --- - * if no Federal Employer l.D.Number, Use Owner's Social Security Number Item No. Partial Item Description Amount S CH C70 �6) I understand and will insure that the subcontractor will Prime Contractor Si nature - comply fully with the plans and specifications under 6Date which this work is being performed. Department of Transportation Use Only Percent of Total Contract DBE Status verification This Request - ox Previous Requests % Sublet to Date `­6 % Project Engineer Date - Approved-Region Construction Engineer Date ❑ Approved (When Required) DOT Form 421-012 EF Distribution: White(Original)-Region Cana Co Revised 7/02 Canary(Copy)-Project Engineer Pink(Copy)-Contractor, 1 ti�Y o City of Renton PLANNING/BUILDING/ PUBLIC WORKS DEPARTMENT INV Utility Systems - Fifth Floor 1055 South Grady Way Date: 06/01/2005 Renton, WA 98055 TO: Ena DeMarais-Soushek FROM: Mike Benoit Americon, Inc Phone: ( ) Phone: (425) 430-7206 Fax Phone: (425) 432-6698 Fax Phone: (425) 430-7241 SUBJECT: Temporary Erosion and Number of pages including cover sheet 1 Sediment Control Plan Submittal REMARKS: ❑ Original to ❑ Urgent ❑ Reply ❑ Please ❑ For your be mailed ASAP Comment review The City of Renton has reviewed your submittal for your Temporary Erosion and Sediment Control Plan The City takes no exception to your submittal. One note on page 8, you may not have access to a vegetated strip for dewatering. RENTON AHEAD OF THE CURVE / Preconstruction Submittal Section III Erosion & Sediment Control City of Renton Cental Business District Utility Replacement Project Project(s): SWP-27-2988,WTR-27-2988,WWP-27-2988 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN PROJECT: City of Renton Central Business District Utility Replacement CONTRACT #: SWP-27-2988 WTR-27-2988 WWP-27-2988 Prepared By: Ena DeMarais-Soushek Date Prepared: May 9, 2005 City of Renton Central Business Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 1 of 10 AMERICON. INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN TABLE OF CONTENTS INTRODUCTION 1.0 PROJECT OVERVIEW 4 1.1 Project Description 4 1.2 Description of Construction Activities 4 1.3 Site Description 4 1.4 TESC Responsibilities 4 2.0 TEMPORARY EROSION AND SEDIMENTATION CONTROL 5 2.1 Procedures 5 2.1.1 Stabilization and Sediment Trapping 5 2.1.2 Delineate Clearing and Easement Limits 6 2.1.3 Protection of Adjacent Properties 6 2.1.4 Timing and Stabilization of Sediment Trapping Measures 6 2.1.5 Cut and Fill Slopes 7 2.1.6 Controlling Off-site Erosion 7 2.1.7 Stabilization of Temporary Conveyance Channels and Outlets 7 2.1.8 Storm Drain Inlet Protection 7 2.1.9 Underground Utility Construction 7 2.1.10 Construction Access Routes 8 2.1.11 Removal of Temporary BMPs 8 2.1.12 Dewatering Construction Sites 8 2.1.13 Maintenance 8 3.0 SCHEDULE 10 4.0 REFERENCES APPENDIX A TESCL CERTIFICATIONS APPENDIX B TESC MONITORING AND INSPECTION FORM City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 2 of 10 AMERIC ON,INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN INTRODUCTION This plan is developed and submitted per contract specificatinnosVThis plan consists of orary erosion and sedamenttion �control Americon, Inc. will plan for, install, inspect, maintain and re p Best Management Practices (BMPs). dispose of eroded The intent of this plan is to prevent pollution of air and water and control, to all areas associatedond to, dwith contract work sediment and turbid water during construction activities. It apph including,but not limited to: work areas, equipment and material storage areas, staging areas, and stockpiles. This plan will be revised and modified as needed. The provisions of this plan will apply to employees, subcontractors at all tiers, suppliers and all others who may have access to the work site by way of Americon Inc. s construction activities. City of Renton Central Business District Utility Replacement Project Page 3 of 10 Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 1.0 PROJECT OVERVIEW 1.1 Project Description Americon Inc. proposes to install approximately 968 LF of 8" C900 sewer pipe, 575 LF of 6" C900 side sewer pipe, 320 LF of 8" DI storm pipe, 527 LF of 12" DI and CPEP storm pipe,640 LF of 12" DI water pipe, fittings, manholes, catch basins, concrete inlets and provide 14 water service connections and associated restoration in the city of Renton, King County. 1.2 Description of Construction Activities The proposed project will involve soil disturbance and cuts and fills. New impervious surfaces will be created. The construction activities will include excavation, drainage, storm sewer, paving, erosion control and planting and traffic control. It is anticipated that the project will start on May 23, 2005 and will be completed approximately September 9, 2005 but no later than October 5, 2005. The project will not involve wet season work. 1.3 Site Description Plan Sheet 1 of 8 of the project plans shows the location of the construction site. There will be storage of outside materials on site, but no constructed drainage systems. 1.4 TESC Responsibilities The responsibilities for implementing the TESC Plan are outlined in Table 1.1 below. The personnel listed in the table are available to provide information for their area of expertise Table 1.1 TESC Responsibilities Title Name Phone No. Responsibilities Administrative Manager Ena DeMarais-Soushek (425)432-2444 Contract administration;point of contact. President (425)432-2444 Oversees administration of the contract including mai Erosion and Sediment Earl Soushek (206)255-3200 implementation of the TESC Plan. Ensures that TESC certifies compliance with the TESC Plan, and keeps a Control(ESCL)Lead* BMPs are in place and functioning as designed; respoi inspects BMPs weekly and following storms; identifie BMPs;and discusses changes of the TESC plan with Insp. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 4 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 2.0 TEMPORARY EROSION AND SEDIMENTATION CONTROL This Temporary Erosion and Sedimentation Control (TESC) Plan is designed to establish when, where, and how specific best management practices (BMPs) will be implemented to prevent erosion and the transport of sediment from the site during construction. Due to the unpredictable nature of weather and construction conditions, the TESC plan is subject to additions and modifications to successfully prevent erosion throughout construction. Should field conditions during construction require additional BMPs or changes to the temporary BMPs, this plan shall be modified jointly by the Contractor ESC Lead, and submitted to the project engineer for approval. During active work, the Contractor shall keep the TESC Plan and BMP inspection reports on site. 2.1 Procedures In order to prevent erosion and the transport of sediments from the site during construction, this plan will include details about the following erosion control procedures: • Stabilization and sediment trapping • Delineate clearing and easement limits • Protection of adjacent properties • Timing and stabilization of sediment trapping measures • Cut and fill slopes • Controlling off-site erosion • Stabilization of temporary conveyance channels and outlets • Storm drain protection • Underground utility construction • Construction access routes • Removal of temporary BMPs • Dewatering construction sites • Maintenance 2.1.1 Stabilization and Sediment Trapping All exposed and unworked soils shall be stabilized by suitable and timely application of BMPs From October 1 to April 30, no soils shall remain unstabilized for more than two days and from May 1 to September 30, no soils shall remain unstabilized for more than seven days. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 5 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN The physical BMPs selected for this project to address stabilization and sediment trapping requirements may include the following: Stabilization • N/A Sediment Trapping & Removal • Storm Drain Inlet Protection • Outlet Protection • Street Sweeping 2.1.2 Delineate Clearing and Easement Limits Existing vegetation (trees, bushes, shrubs, grasses) shall be preserved when removal is not necessary for the construction of the project. Americon, Inc. will put BMPs into place according to the clearing limits shown in the Plans and/or areas not to be disturbed including easements, setbacks, sensitive and critical areas and their buffers, and drainage courses before any clearing or grubbing will begin. The physical BMPs are to include: • N/A 2.1.3 Protection of Adjacent Properties Properties adjacent to the project site shall be fully protected from erosion and sediment deposition. No work shall begin until all erosion control measures have been implemented. 2.1.4 Timing and Stabilization of Sediment Trapping Measures BMPs intended to trap sediment on site shall be installed and functional as a first step of construction prior to any other land disturbing activities. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 6 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 2.1.5 Cut and Fill Slopes Cut and fill slopes shall be constructed in a manner that will minimize erosion. Slopes exceeding 100 feet in length will be terraced. All slope construction work will be performed between May 1 and October 15. All surface runoff will be routed away from exposed soils and conveyed to the base of the slope using slope drains. Slopes will be track walked when at finish grade or whenever they will be left unworked for 3 days. The following physical BMPs will be implemented to minimize erosion on cut and fill slopes: • N/A 2.1.6 Controlling Off-Site Erosion Properties and waterways downstream from the project shall be protected from erosion by preventing increases in volume, velocity and peak flow rates. Increases in storm water volumes will be minimized by preserving vegetation, and by track walking exposed slopes. Runoff volumes will be reduced by infiltration and/or dispersal into vegetated strips. Physical BMPs that will be used to prevent offsite erosion may include: • N/A 2.1.7 Stabilization of Temporary Conveyance Channels and Outlets All temporary conveyance channels and outfalls shall be stabilized to prevent erosion and reduce sediment transport from the site. If necessary, check dams will be installed to reduce erosive forces in the conveyances and capture sediment. Erosion will be prevented at all outlets. Physical BMPs that will be implemented may include the following: • N/A 2.1.8 Storm Drain Inlet Protection Sediment will be kept out of storm drains by protecting inlets. Sand bags, check dams, and/or catch basin inserts will be used as necessary to protect drains along curbs. The following physical BMPs that will be implemented may include the following: • Catch Basin Inserts 2.1.9 Underground Utility Construction No more than 500 feet of trench shall be opened at one time. Where consistent with safety and space considerations, excavated material shall be placed on the uphill side of the trench. If water is turbid, all de- watering devices shall discharge into a holding tank for disposal. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 7 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 2.1.10 Construction Access Routes Tracking of sediment onto paved roads will be minimized. All traffic on and off of the site will be restricted to stabilized construction entrances. A wheel wash will be used as necessary. Traffic within the site will also be limited to stabilized construction roads. If any sediment is transported onto a road surface, the road shall be cleaned thoroughly at the end of each day. Sediment shall be removed from roads by shoveling or sweeping. Physical BMPs that will be used at the site include the following. • All work being performed is on paved surfaces • Street sweeping 2.1.11 Removal of Temporary BMPs All temporary erosion and sediment control BMPs shall be removed within 30 days after final site stabilization is achieved or when the Engineer determines that the temporary BMP is no longer needed. Trapped sediment shall be removed or stabilized on site. Disturbed soil areas resulting from removal shall be permanently stabilized. 2.1.12 Dewatering Construction Sites Clear de-watering water will be discharged to an adjacent tributary, if possible, or to planted areas. Clean water shall not be mixed with turbid water. Turbid de-watering water will be conveyed to and treated within the sediment control BMPs prior to discharge from the site. Extremely turbid water (water from well drilling operations, etc.) shall be treated separately from site runoff and will be disposed of at an approved disposal site. Physical BMPs that will be implemented to treat dewatering water include: • Vegetated Strip • Holding Tank for turbid water 2.1.13 Maintenance All temporary and permanent erosion control BMPs shall be maintained and repaired as needed to assure continued performance of their intended function. The Erosion Control lead will inspect all BMPs weekly and daily during runoff producing rain events. Maintenance activities will be completed within 24 hours of the inspection. An inspection and maintenance report will be prepared following each inspection. Specific maintenance requirement for each BMP will be performed according to WSDOT's standard specifications associated with each BMP. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 8 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN The erosion control lead will visually check site discharge during each inspection. If any turbid discharges are observed, the inspector or project engineer will be notified immediately and corrective actions will be prescribed. Whenever a site-inspection reveals that a BMP is inadequate to prevent erosion or sediment discharge, the Erosion Control Lead and inspector or project engineer shall jointly modify the TESC plan. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 9 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 3.0 SCHEDULE The following is a general schedule guideline for implementing TESC BMPs during construction of this project. Construction is anticipated to begin in May, 2005 and end in September, 2005. Construction will be staged to minimize the extent and duration of soil exposure. The Project Engineer will have final authority over scheduling and implementation of temporary BMPs during construction 1) Prior to any soil disturbing activities Americon Inc. shall install: • Storm drain inlet protection BMPs 2) Prior to any other grading activities, temporary sediment/detention ponds will be excavated and pond embankments will be protected, if applicable. Clearing and grading of the site will be phased such that runoff from exposed areas will flow through stabilized conveyances to functioning sediment control BMPs. 3) Only after TESC measures for each phase of construction are in place, will major construction excavation begin. 4) Additional erosion and sedimentation control facilities will be installed as needed throughout construction. 5) BMPs will be inspected on a weekly basis and immediately after any precipitation. 6) BMPs will be maintained as necessary. 7) Replace temporary BMPs with permanent BMPs as construction allows. 8) Once all permanent construction is completed, and permanent BMPs functioning properly, the remaining TESC facilities will be removed within 30 days and their locations stabilized. City of Renton Central Business District Utility Replacement Project Contract#: SWP-27-2988,WTR-27-2988,WWP-27-2988 Page 10 of 10 AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 4.0 REFERENCES Washington State Department of Transportation, Highway Runoff Manual. August 2000. Washington State Department of Ecology, Stormwater Management Manual for Western Washington, Final Draft. August 2000. Publication 99-12. AMERICON, INC TEMPORARY EROSION AND SEDIMENT CONTROL PLAN APPENDICES Appendix A: TESCL Certification Appendix B: TESC Monitoring and Inspection Form Appendix A TESCL Certification ACC Education Fou Construction Site Erosion and Sediment Control Certification First Last Certification Recertification Company Name Name Date Due Name Earl Soushek 11/19/2004 11/19/2007 Americon, Inc. Americon, Earl Soushek 11/14/2001 .11/14/2004 Inc./TAB Enterprises http://www.agcwa.com/Public/education/env_reg/cert.asp Appendix B TESC Monitoring and Inspection Form Americon, Inc. TESC Monitoring and Inspection Form Inspector(s): Date: Site Name and Location: Current Weather Conditions: Last 24 Hours: BMP Designation O.K. Not O.K. BMP Condition,Corrective Action, General Notes Soil Stabilization Perimeter Control Construction access Stability of Conveyances Water Management Inlet protection Outlet Protection Stormwater Detention Dust control Site Discharge Receiving waters