Loading...
HomeMy WebLinkAboutWWP272766(1)CITY OF RENTON City Clerk Bonnie I. Walton Jesse Tanner, Mayor July 24, 2002 Mr. Caleb Boettcher Boettcher and Sons, Inc. PO Box 992 Eatonville, WA 98328 RECEIVE® JUL 2 4 2002 CITY OF RENTON UTILITY SYSTEMS RE: Thunder Hills Sanitary Sewer Pipeline Access Road Repairs; CAG-02-106 Dear Mr. Boettcher: At its regular meeting of July 22, 2002, the Renton City Council accepted your low bid for the above -referenced project in the amount of $185,097.08. Please contact Mike Benoit, Project Manager, for submission of required documents to complete the contract. These may include proof of City and State business licenses, undated performance bond, and insurance certificates. Sincerely, Michele Neumann Deputy City Clerk /mn cc: Mike Benoit, Project Manager Margie Schwarz, Business License Accountant 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 9 This paper contains 50 % recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE CITY OF RENTON City Clerk Bonnie I. Walton Jesse Tanner, Mayor July 24, 2002 Earl M. Sashek Americon, Inc. 23020 SE 272nd St. Maple Valley, WA 98038 RE: Thunder Hills Sanitary Sewer Pipeline Access Road Repairs; CAG-02-106 Dear Mr. Sashek: At its regular meeting on July 22, 2002, the Renton City Council accepted the bid submitted by Boettcher and Sons, Inc. for the above -referenced project, in the amount of $185,097.08. Thank you for your interest and your bid. Sincerely, Michele Neumann Deputy City Clerk cc: Mike Benoit - Project Manager 1055 South Grady Way - Renton, Washington 98055 - (425) 430-6510 / FAX (425) 430-6516 9 This paper contains 50 % recycled material, 30 % post consumer RENT®N AHEAD OF THE CURVE I CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 24, 2002 TO: Tracy Schuld FROM: Mike Benoit (ext. 7206)�3 SUBJECT: CAG 02-106 Thunder Hill Access Road Repair Project Final Pay Estimate Boettcher and Sons, Inc. Tracy: Could you please process the attached final pay estimate for this project. The project is scheduled to be accepted by City Council on the meeting of January 6, 2003. The following documents are enclosed: • copy of Agenda Bill for Council Acceptance of project and final pay estimate • Notice of Completion of Public Works Contract • Original of final pay estimate and 6 copies of estimate The Affidavit of Prevailing wages Paid will be forwarded to you when we receive it. Thank you very much for your help. File: WWP-27-2766 H/waste. wtr/nrenton 1 /Transfin. Doc/MAB A sTATeo� State of Washington o� Department of Revenue a x Audit Procedures & Administration r oy"= PO Box 47474 iaee Olympia, Washington 98504-7474 Reg. No.: UBI C601 936 722 Date: NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY City of Renton Assigned To 1055 South Grady Way Renton, WA 98055 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract Thunder Hill Sanitary Sewer Pipeline Access Road Repair Project Contractor's Name Boettcher and Sons, Inc (Fed Tax ID 91-1959452) Telephone No. (360) 832-3943 Contractor's Address PO Box 992, Eatonville, WA, 98328 Date Work Commenced August 21, 2002 Date Work Completed December 18, 2002 Date Work Accepted December 20, 2002 Surety or Bonding Co. McDonald Insurance Group Agent's Address PO Box 3089, Kirkland WA 98083 Contract Amount: $170,126.00 Amount Disbursed: $194,594.94 Additions or Reductions: $17,345.04 Amount Retained: $9,373.55 Sales Tax: $16,497.45 Total: $203,968.49 Total $203,968.49 By (Disbursing Officer) Phone No The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504- 7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 310020 (12-92) H: Waste. wtr/talbotcrest/notcmplt.doc/MAB TO: FINANCE DIRECTOR I FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher and Sons, Inc. CONTRACT NO. CAG 02-106 ESTIMATE NO. 5 & Final PROJECT: Thunder Hill Access Road Repairs 1. CONTRACTOR EARNINGS THIS ESTIMATE $600.00 2. SALES TAX @ 8.80% $52.80 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $652.80 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $177,527.49 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $570.00 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $9,343.55 8. "" RETAINAGE ON EARNINGS THIS ESTIMATE $30.00 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $16,444.65 11. SALES TAX DUE THIS ESTIMATE $52.80 12. SUBTOTAL - SALES TAX * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY QF/- PERJURY, THAT THE MATERIALS HAVE BEEN FURNISH�E SERVICES RENDERED OR THE LABOR PERFORMED999999 DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE A�N"P�A OBLIGATION AGAINST THE CITY OF REI` A AUTHORIZED TO AUTHENTICATE AND CERTIFJfT Signed: 3 t' $622.80 # 5 & Final $30.00 # 5 & Final TOTAL THIS ESTIMATE: $178,097.49 $9,373.55 $16,497.45 $203,968.49 $622.80 $30.00 $652.80 Printed On: 12/13/2002 City of Renton Public Works Department Page 1 Printed On: 12/13/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No. City of Renton Public Works Department Contract Number: CAG 02-106 Pay Estimate 5 8 Final Closing Date: 12232002 Unit Est. Unit Previous Previous This This Total Page 1 t Total Amount 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 1.00 $15,750.00 0.00 $0.00 1.00 $15,750.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 0.95 $11,400.00 0.05 $600.00 1.00 $12,000.00 003. Erosion Controls Lump Sum 1 $13,900.00 1.00 $13,900.00 0.00 $0.00 1.00 $13,900.00 004. Metal Swing Security Gates Each 2 $5,000.00 2.00 $10,000.00 0.00 $0.00 2.00 $10,000.00 005. 12' CPEP Storm Pipe Linear Foot 105 $40.00 117.00 $4,680.00 0.00 $0.00 117.00 $4,680.00 006. 4" Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 21.00 $420.00 0.00 $0.00 21.00 $420.00 007. Catch Basin - Type 1 Each 2 $950.00 2.00 $1,900.00 0.00 $0.00 2.00 $1,900.00 008. Shoulder Ballast Material Ton 965 $28.00 977.59 $27,372.52 0.00 $0.00 977.59 $27,372.52 009. Gravel Borrow Ton 75 $28.00 114.04 $3,193.12 0.00 $0.00 114.04 $3,193.12 010. 4" - 8" Quarry Spalls Ton 70 $50.00 141.48 $7,074.00 0.00 $0.00 141.48 $7,074.00 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 1.00 $10,476.00 0.00 $0.00 1.00 $10,476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 1.00 $7,180.00 0.00 $0.00 1.00 $7,180.00 Culvert Pipe Removall Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 1.00 $12,900.00 0.00 $0.00 1.00 $12,900.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 18' OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 1.00 $3,300.00 0.00 $0.00 1.00 $3,300.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 1.00 $3,400.00 0.00 $0.00 1.00 $3,400.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Fool 0 $22.00 25.50 $561.00 0.00 $0.00 25.50 $561.00 020. Change Order No.t Lump Sum 1 $11,364.40 1.00 $11,364.40 0.00 $0.00 1.00 $11,364.40 Subtotal $186,871.04 $600.00 $187,471.04 8.8% Sales Tax $16,444.65 $52.80 $16,497.45 TT Total $203,315.69 $652.80 $203,968.49 'K61 Oj('Z I d ,; CITY OF RENTON ..LL Planninouilding/PublicWorks Department A 7 e Tanner, Mayor Gregg Zimmerman P.E., Administrator December 16, 2002 Boettcher and Sons, Inc. P O Box 992 Eatonville WA 98328 Attention: Caleb Boettcher SUBJECT: THUNDER HILL SANITARY SEWER PIPELINE ACCESS ROAD REPAIRS Caleb, Attached for your records is one of the signed originals for Change Order No. 1. If you have any questions, you may reach me at (425) 430-7206. Sincerely, Michael A. Benoit Project Manager Attachments \\DAF17A1 iiC\RVC7\S14ARFD\File S�zq\WWP _ WacteWa1er\WWP_77_77616Thimcferhill Arpeyq Rpari\hnettrhern T 1 O 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50 % recycled material, 30 % post consumer AHEAD OF THE CURVE Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG 02-106 THUNDER HILL SANITARY SEWER ACCESS ROAD REPAIR C.O.# 1 CONTRACTOR: BOETTCHER AND SONS, Inc. SUMMARY OF PROPOSED CHANGE: Change Order No. 1 is a combination of three separate itemized changes to the contract, which the Contractor, Boettcher & Sons, has claimed impacted his work progress and hence were submitted to us on November 8 and December 7, 2002. The first claim for extra work was for $ 198.64 for 1.5 hours of equipment and operator to remove a large cottonwood stump, which was located on the road edge. The second itemized claim was for $10,715.76 and was due to the extra work required to perform the contract work of "Culvert Removal/Utility Walkway Bridge, Area A", vicinity of Sta. 16+00. This was a result of the encountering the unmarked buried telephone and power crossing the culvert pipe. Neither facility was shown on the plans and neither utility was marked by their respective field representatives when "One -Call" utility marking was performed. The work to remove the existing culvert and to install the new rockery was severely hampered by working in and around these "live" facilities. In addition, the contractor encountered numerous large chunks of concrete debris that were unknown and that had been buried there, presumably at the time the culvert, sewer main, and water main were installed. This debris impacted excavations in and around the concrete dead -man anchors. The last itemized change was for work requested during the project walk through performed by the City and the Engineer on Nov. 8, 2002. The work requested of the Contractor was to raise three (3) additional manhole covers to finish road grade. The total for this work was $450.00. Additional Quantities and New Items ITEM Under This Change Order Unit Quantity Unit Price Total Price 020 Change Order No 1 Lump Sum 1 11,364.40 11,364.40 Sales Tax $1,000.07 Total $12,364.47 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $185,097.08 $185,097.08 $12,364.47 $197,461.55 SIGNATURES: Contractor: Project Engineer: Approved By: ChangeOrdeTOLDOCMAB Director) Date:/ Date: Date: I � U AGENDA BILL SCHEDULE J AGENDA BILL TITLE�i�i PREPARED BY: -At4( Extension: X - -7-1 GREGG'S SIGNA I ME TRANSMIT TO CLERK (Done by JAY'S AGENDA BILL MEETING: 10 am - 7th floor 1a. 42 COUNCIL TING DATE j _ � p Rem own mii#ee C-�i.G COMMITTEE MEETING DATE (Take Commi effort) CO E Time: Place: COUNCIL MEETING REPORTED OUT AB-SCI Ulf CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: For Agenda of: January 6, 2003 Dept/Div/Board.. PBPW / Utility Systems Agenda Status Staff Contact...... Mike Benoit (x-7206) Consent .............. Public Hearing..�aA X Subject: CAG 02-106 Correspondence.. CONCURRENCE Thunder Hill Sanitary Sewer Pipeline Access Road Ordinance ............. FATE -2 Z Repair Project Resolution............ -- i.:-.JiE INITIAVpA Old Business........ New Business ....... y '"1"3 /r./2 .?N ` Exhibits: Final Pay Estimate Study Sessions...... �Ys Notice of Completion of Public Works Contract Information......... Recommended Action: Approvals: Council Concurrence for approval of project and final Legal Dept......... Pay Estimate Finance Dept...... Other ............... Fiscal Impact: Expenditure Required... $652.80 Transfer/Amendment....... Amount Budgeted....... $300,000 Revenue Generated......... Total Project Budget $300,000 City Share Total Project.. SUMMARY OF ACTION: The project was awarded on July 22, 2002. Construction started on August 21, 2002 and was completed as of December 20, 2002. The original contract amount was $185,097.08. The final construction contract cost is $203,968.49. The total project cost, including engineering and staff is $258,349 There was one change order in the amount of $12,364.47. This change order was primarily for additional work and delays due to encountering unmarked buried electrical and telephone during the removal of a culvert and relocation of the water main. The remainder of costs were from additional quantities during the reconstruction of the road. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $9,373.55 be released after 60 days, subject to the receipt of all required authorizations. Rentonnet/agnbill/ bh AP111kony CITY OF RENTON COUNCIL AGENDA BILL Al N: Submitting Data: For Agenda of: January 6, 2003 Dept/Div/Board.. PBPW / Utility Systems Agenda Status Staff Contact...... Mike Benoit (x-7206) Consent .............. X Public Hearing.. Subject: CAG 02-106 Correspondence.. Thunder Hill Sanitary Sewer Pipeline Access Road Ordinance ............. Repair Project Resolution............ Old Business........ New Business....... Exhibits: Final Pay Estimate Study Sessions...... Notice of Completion of Public Works Contract Information......... Recommended Action: Approvals: Council Concurrence for approval of project and final Legal Dept......... Pay Estimate Finance Dept...... Other ............... Fiscal Impact: Expenditure Required... $652.80 Transfer/Amendment....... Amount Budgeted....... $300,000 Revenue Generated......... Total Project Budget $300,000 City Share Total Project.. SUMMARY OF ACTION: The project was awarded on July 22, 2002. Construction started on August 21, 2002 and was completed as of December 20, 2002. The original contract amount was $185,097.08. The final construction contract cost is $203,968.49. The total project cost, including engineering and staff is $258,349 There was one change order in the amount of $12,364.47. This change order was primarily for additional work and delays due to encountering unmarked buried electrical and telephone during the removal of a culvert and relocation of the water main. The remainder of costs were from additional quantities during the reconstruction of the road. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $9,373.55 be released after 60 days, subject to the receipt of all required authorizations. Rentonnet/agnbill/ bh O: ' FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher and Sons, Inc. CONTRACT NO. CAG 02-106 ESTIMATE NO. 5 & Final PROJECT: Thunder Hill Access Road Repairs 1. CONTRACTOR EARNINGS THIS ESTIMATE $600.00 2. SALES TAX @ 8.80% $52.80 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $652.80 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $177,527.49 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $570.00 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $9,343.55 8. "" RETAINAGE ON EARNINGS THIS ESTIMATE $30.00 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $16,444.65 11. SALES TAX DUE THIS ESTIMATE $52.80 12. SUBTOTAL - SALES TAX (95% x LINE 1) * (RETAINAGE 59/6) GRAND TOTAL: FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHE E SERVICES RENDERED OR THE LABOR PERFORMED DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AN NPA OBLIGATION AGAINST THE CITY OF RENTON, A 1 AM AUTHORIZED TO AUTHENTICATE AND CERTIF T A1D CLAIM Signed: $622.80 # 5 & Final $30.00 # 5 & Final TOTAL THIS ESTIMATE: $178,097.49 $9,373.55 $16,497.45 $203,968.49 $622.80 $30.00 $652.80 Printed On: 12/13/2002 City of Renton Public Works Department Page 1 Printed On: 12/13/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No. City of Renton Public Works Department Contract Number. CAG 02-106 Pay Estimate 5 & Final Closing Dale: 12rM002 Unit Est Unit Previous Previous This This Quantity Price Quantity Amount Quantity Amount Page 1' Total Total 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 1.00 $15,750.00 0.00 $0.00 1.00 $15,750.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 0.95 $11,400.00 0.05 $600.00 1.00 $12,000.00 003. Erosion Controls Lump Sum 1 $13,900.00 1.00 $13,900.00 0.00 $0.00 1.00 $13,900.00 004. Metal Swing Security Gates Each 2 $5,000.00 2.00 $10,000.00 0.00 $0.00 2.00 $10,000.00 005. 12" CPEP Storm Pipe Linear Foot 105 $40.00 117.00 $4,680.00 0.00 $0.00 117.00 $4,680.00 006. 4" Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Fool 25 $20.00 21.00 $420.00 0.00 $0.00 21.00 $420.00 007. Catch Basin - Type 1 Each 2 $950.00 2.00 $1,900.00 0.00 $0.00 2.00 $1,900.00 008. Shoulder Ballast Material Ton 965 $28,00 977.59 $27,372.52 0.00 $0.00 977.59 $27,372.52 009. Gravel Borrow Ton 75 $28.00 114.04 $3,193.12 0.00 $0.00 114.04 $3,193.12 010. 4" - 8" Quarry Spalls Ton 70 $50.00 141.48 $7,074.00 0.00 $0.00 141 AS $7,074.00 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 1.00 $10,476.00 0.00 $0.00 1.00 $10,476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 1.00 $7,180.00 0.00 $0.00 1.00 $7,180.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 1.00 $12,900.00 0.00 $0.00 1.00 $12,900.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 18" OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 1.00 $3,300.00 0.00 $0.00 1.00 $3.300.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 1.00 $3,400.00 0.00 $0.00 1.00 $3,400.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Foot 0 $22.00 25.50 $561.00 0.00 $0.00 25.50 $561.00 020. Change Order No.1 Lump Sum 1 $11,364.40 1.00 $11,364.40 0.00 $0.00 1.00 $11,364.40 Subtotal $186,871.04 $600.00 $187,471.04 8.8% Sales Tax $16,444.65 $52.80 $16,497.45 Tr Total $203,315.69 $652.80 $203,968.49 Z s�1rJ d 1✓ STATE o� State of Washington o Department of Revenue wAudit Procedures & Administration oyA PO Box 47474 rase � Olympia, Washington 98504-7474 Reg.No.: UBI C601 936 722 Date: NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY City of Renton Assigned To 1055 South Grady Way Renton, WA 98055 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract Thunder Hill Sanitary Sewer Pipeline Access Road Repair Project Contractor's Name Boettcher and Sons, Inc (Fed Tax ID 91-1959452) Telephone No. (360) 832-3943 Contractor's Address PO Box 992, Eatonville, WA, 98328 Date Work Commenced August 21, 2002 Date Work Completed December 18, 2002 Date Work Accepted December 20, 2002 Surety or Bonding Co. McDonald Insurance Group Agent's Address PO Box 3089, Kirkland WA 98083 Contract Amount: Additions or Reductions: Sales Tax: Total $170,126.00 $17,345.04 $16,497.45 $203,968.49 By Phone No: Amount Disbursed: $194,594.94 Amount Retained: $9,373.55 Total: $203,968.49 (Disbursing Officer) The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504- 7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 310020 (12-92) H: Waste. wtr/talbotcrest/notcmplt.doe/MAB RENTON CITY COUNCIL Regular Meeting January 6, 2003 January 6, 2003 Council Chambers Monday, 7:30 p.m. MINUTES Renton City Hall CALL TO ORDER Mayor Jesse Tanner led the Pledge of Allegiance to the flag and called the meeting of the Renton City Council to order. ROLL CALL OF KATHY KEOLKER-WHEELER, Council President; TERRI COUNCILMEMBERS BRIERE; KING PARKER; DON PERSSON; RANDY CORMAN; TONI NELSON; DAN CLAWSON. CITY STAFF IN JESSE TANNER, Mayor; JAY COVINGTON, Chief ATTENDANCE Administrative Officer; RUSSELL WILSON, Assistant City Attorney; BONNIE WALTON, City Clerk; GREGG ZIMMERMAN, Planning/Building/Public Works Administrator; NEIL WATTS, Development Services Director; ABDOUL GAFOUR, Water Utility Supervisor; JASON JORDAN, Associate Planner; JIM SHEPHERD, Community Services Administrator; KAREN BERGSVIK, Human Services Manager; MIKE WEBBY, Human Resources Administrator; ALEX PIETSCH, Acting Economic Development Administrator; DEREK TODD, Assistant to the CAO; ACTING COMMANDER TIMOTHY TROXEL, Police Department. Council: Certificate of Council President Keolker-Wheeler presented a Certificate of Appreciation to Toni Nelson, Appreciation to Toni Nelson in recognition of her outstanding 2002 Council President service to the City and the Renton community as President of the City Council during 2002. AUDIENCE COMMENT Arland "Buzz" Johnson, 334 Wells Ave. S., #221, Renton, 98055, Citizen Comment: Johnson - reported that he was without electricity for six to seven hours Power Outage during the recent power outage. Stating that he lives in Renton's business district, Mr. Johnson expressed his concern regarding the inability of businesses to earn income during power outages. Mr. Johnson recommended that a plan be developed to protect the City from future power outages, especially in the business areas. Mayor Tanner suggested that Mr. Johnson express his concerns directly to City's power provider, Puget Sound Energy. Page I CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Council Meeting Minutes of Approval of Council meeting minutes of December 16, 2002. December 16, 2002 Council concur. Council Meeting Minutes of Approval of special Council meeting minutes of December December 20, 2002 20, 2002. Council concur. Court Case: New Image Neon, Court Case (Summons and Petition for Review of Land Use CRT-03-001 Decision) filed in King County Superior Court by New Image Neon, Inc., 6525 S. 194th St., Kent, 98032, requesting reversal of the Board of Adjustment's decision denying a sign regulation variance (V-02-128) on 11/26/2002, for the construction of a freestanding pole sign for Billie's Casino located at 3650 East Valley Rd. Refer to City Attorney and Insurance Services. Plat: Cobblestone, Union Ave Development Services Division recommended approval, with NE, FP-02-073 conditions, of the Cobblestone Final Plat; 66 lots for townhouses on 4.7 acres located in the vicinity of Union Ave. NE and NE 4th St. (FP-02-073). Council concur. (See page 11 for resolution.) Plat: The Vineyards, Union Development Services Division recommended approval, with Ave NE, FP-02-123 conditions, of The Vineyards Final Plat; 42 single-family lots on 7.32 acres located on Union Ave. NE between NE 5th and 6th Streets (FP-02-123). Council concur. (See page 11 for resolution.) Planning: Center Office Economic Development, Neighborhoods and Strategic Residential 3 Zone, Big -Box Planning Department submitted proposed amendments to the Retail Center Office Residential (COR) 3 Zone to allow big -box retail east of Garden Ave. N. Refer to Planning & Development Committee and Plannine Commission. Page 2 Human Resources: Healthcare Human Resources and Risk Management Department Plan Modifications recommended approval of modifications to the City's healthcare plan effective 1/1/2003 and submitted Health Benefits Task Force recommendations. Refer to Finance Committee. Human Services: CDBG Human Services Division requested authorization to hire the Specialist Hire at Step E Community Development Block Grant (CDBG) Specialist at Step E of the salary range. Refer to Finance Committee. Transportation: S Grady Transportation Systems Division recommended approval of Way/Rainier Ave S Pavement an agreement in the amount of $53,504.46 with Entranco, Inc. Rehab Design, Entranco for the design of the S. Grady Way and Rainier Ave. S. Pavement Rehabilitation project. Refer to Transportation Committee. CAG: 02-106, Thunder Hills Utility Systems Division submitted CAG-02-106, Thunder Sanitary Sewer Pipeline Hills Sanitary Sewer Pipeline Access Road Repairs; and Access Road Repairs, recommended approval of the project, authorization for final Boettcher and Sons pay estimate in the amount of $652.80, commencement of 60-day lien period, and release of retained amount of $9,373.55 to Boettcher and Sons, Inc., contractor, if all required releases are obtained. Council concur. Utility: Annual Consultant Utility Systems Division requested approval of the annual Roster roster of consultants chosen to provide General Utility Engineering, Hydraulics/Hydrology, Soils/Geotechnical, Geohydrology, Plan Review, Construction/Inspection, and Corrosion Control services in 2003. Council concur. Utility: Apollo Lift Station, Wastewater Utility Division recommended approval of the Transfer of Ownership to City transfer of ownership of the Apollo Lift Station, located within Renton's service area on the East Renton Plateau, from Water District 90 and Issaquah School District to the City of Renton. Refer to Utilities Committee. NAMIPT) RV TIF(1T YPT2-U7T.T1PFT FT2 SECONDED RV Page 3 Staff has drafted revised fence standards, which would allow residents to apply for a Special Administrative Fence Permit in order to construct six-foot high fences when located within a front yard or side yard along a street setback. The permits would be issued on a case -by -case basis provided the applicant demonstrates the fence is constructed with appropriate fencing material; the fence is sufficiently screened; and the finished side of the fence is oriented toward the streetscape.* At the request of Councilwoman Keolker-Wheeler, Associate Planner Jason Jordan provided a briefing on this matter. He explained that there are many different types of fences, both conforming and non -conforming, throughout Renton. He reviewed the current regulations, and stated that in their review of the issue, the Planning and Development Committee considered privacy, safety, fence treatment, and setbacks with and without landscaping. Mr. Jordan concluded by saying that the recommendation is to change the residential fence height regulations, and allow the Development Services Division to approve Special Administrative Fence Permits. *MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT.* Responding to Councilman Corman's concerns about sight distance safety, Ms. Keolker-Wheeler emphasized that safety will be taken into account when each individual situation is reviewed. Councilman Parker stressed that these changes do not compromise any existing sight safety standards. Responding to Councilwoman Nelson's inquiry regarding prior non -conforming fences, Mr. Jordan stated that those with non -conforming fences can apply for the Special Administrative Fence Permit. In response to Councilman Clawson's question, Ms. Keolker-Wheeler confirmed that the Committee reviewed existing sight distance standards. She noted that the fence height standard can be changed only if it meets the criteria as required by the Special Administrative Fence Permit. Page 4 3) Downtown Pedestrian Frontages. This issue will be addressed during the review of downtown policies and the City Council gave direction to expand the length of the pedestrian corridor. The issue will be taken up during the 2003 Title IV (Development Regulations) docket review. 4) Automall Amenities Package. This issue was to be a future phase of the Automall relying on private investment based on public guidelines. The standards are adopted in City Code. Additional phases will require a new work program. 5) Neighborhood Identify. Several concepts have been suggested during the current Comprehensive Plan amendment process that could lead to incentive programs for reinforcing neighborhood identity. Renton's Neighborhood Program also works with community groups to this end. MOVED BY KEOLKER-WHEELER, SECONDED BY BRIERE, COUNCIL, CONCUR IN THE COMMITTEE REPORT. CARRIED. Development Services: Past Planning and Development Committee Chair Architectural Projections in Keolker-Wheeler presented a report regarding architectural Setback Areas projections in the setback area. The Committee met to discuss the allowed projections into building setback areas in single family residential zones. Current City Code language permits projections of up to 24 inches in setback areas for certain types of architectural projections including: eaves, cornices, uncovered porches, fireplaces, enclosed stair landings, bay and garden windows, and similar structures as determined by the zoning administrator. Although the City Code language does not explicitly state in what situations the standards are most appropriately applied, the existing language is suitably general in its ability to address the multitude of housing designs that are encountered during building plan review. Therefore, the Committee recommended that the City Code provision remains as is, and that it continues to be applied to single-family structures on a case -by -case basis. MOVED BY KEOLKER-WHEELER. SECONDED BY BRIERS. COUNCIL Page 5 Planning: Development Past Planning and Development Committee Chair Regulations (Title IV), Keolker-Wheeler presented a report regarding the proposed 2002 Non -Substantive Amendments City Code Title IV (Development Regulations) amendments. The Committee reviewed the proposed Title IV amendments and associated issue paper on December 19, 2002, and recommended that the ordinance regarding this matter be presented for first reading. MOVED BY KEOLKER-WHEELER, SECONDED BY BRIERE, COUNCIL CONCUR IN THE COMMITTEE REPORT.* In response to Councilman Clawson's inquiry whether section 15 of the proposed ordinance changes the current appeal process, Assistant City Attorney Wilson said he would investigate the matter. *MOTION CARRIED. (See page I I for ordinance.) Development Services: Land Past Planning and Development Committee Chair Use Development Processes Keolker-Wheeler presented a report regarding the City's land use development processes. The Committee discussed the various land use and building permit processes, and the length of time that permits are valid. The Committee instructed staff to prepare a table summarizing the City's permit processes, including information on the type of permit, decision -making authority, period of validity, extension process, and appeal of decisions. The table is to be updated annually for use by Council, staff, and the public. MOVED BY KEOLKER-WHEELER, SECONDED BY BRIERS, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Council: Outgoing Planning & A memo was read from former Planning and Development Development Committee Committee Chair Keolker-Wheeler thanking Economic Chair Comments Development, Neighborhoods and Strategic Planning (Keolker-Wheeler) Department staff, City Attorney staff, Development Services staff, and fellow Committee members for their hard work and dedication in 2002. She stated that it was a pleasure to work with a team of people who have the best interests of the community in mind when making some very difficult recommendations and decisions. Page 6 Finance Committee Finance Committee Chair Parker presented a report Finance: Vouchers recommending approval of Claim Vouchers 210867 - 211361 and three wire transfers totaling $2,676,651.77; and approval of Payroll Vouchers 41793 - 42205, two wire transfers and 1131 direct deposits totaling $3,384,565.28. MOVED BY PARKER, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Utilities Committee Past Utilities Committee Chair Briere presented a report Utility: Utility Fee Code recommending concurrence in the staff recommendation that Amendments Council approve the proposed utility fee amendments to Renton Municipal Code Section 4-1-180. The Committee further recommended that the ordinance regarding this matter be presented for first reading. MOVED BY BRIERE, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. (See page 11 for ordinance.) The Committee recommended that the City Council adopt a resolution recognizing the Matricula Consular as legal identification for Mexican citizens living in the United States. MOVED BY NELSON, SECONDED BY CORMAN, COUNCIL CONCUR IN THE COMMITTEE REPORT.* Councilman Clawson reported that New York City declined to accept this type of identification due to law enforcement considerations, and inquired as to whether the Committee discussed that particular aspect. Human Services: 2003 Community Services Committee Chair Nelson presented a General Fund Contingency report recommending concurrence with the staff Plan Revision recommendation that the revised 2003 General Fund Contingency Plan be distributed in accordance with the Human Services Advisory Committee recommendations and conditions as shown below. Old Contingency Plan: • Metropolitan Images/Renton Youth Day - $2,500; submit budget and performance measures. Page 7 ORDINANCES AND The following resolutions were presented for reading and RESOLUTIONS adoption: Resolution #3610 A resolution was read approving the Cobblestone Final Plat Plat: Cobblestone, Union Ave consisting of approximately 4.7 acres located in the vicinity of NE NE, FP-02-073 4th St. and Union Ave. NE (FP-02-073). MOVED BY KEOLKER-WHEELER, SECONDED BY BRIERS, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. Resolution #3611 A resolution was read approving The Vineyards Final Plat Plat: The Vineyards, Union Ave consisting of approximately 7.32 acres located in the vicinity of NE, FP-02-123 Union Ave. NE and NE 6th St. (FP-02-123). MOVED BY KEOLKER-WHEELER, SECONDED BY BRIERE, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. Resolution #3612 A resolution was read approving the Matricula Consular AJLS: Matricula Consular as identification as legal identification for Mexican citizens living in Legal Identification for Mexican the United States. MOVED BY NELSON, SECONDED BY Citizens Living in US CORMAN, COUNCIL ADOPT THE RESOLUTION AS READ. CARRIED. The following ordinances were presented for first reading and referred to the Council meeting of 1/13/2003 for second and final reading: Planning: Development An ordinance was read amending Chapter 4-2, Land Use Districts, Regulations (Title IV), Chapter 4-4, Property Development Standards, Chapter 4-6, Street Non -Substantive Amendments & Utility Standards, Chapter 4-7, Subdivision Regulations, Chapter 4-8, Permits — General and Appeals, Chapter 4-9, Permits — Specific, and Chapter 4-11, Definitions, of Title IV (Development Regulations) of City Code to edit text references and implement administrative determinations. MOVED BY KEOLKER-WHEELER, SECONDED BY CORMAN, COUNCIL REFER THE ORDINANCE FOR SECOND AND FINAL READING ON 1/13/2003. CARRIED. Utility: Utility Fee Code An ordinance was read amending Section 4-1-180 of Chapter 1, Amendments Administration and Enforcement, and Section 4-3-050.P of Chapter 3, Environmental Regulations and Special Districts, of Page 8 NEW BUSINESS MOVED BY KEOLKER-WHEELER, SECONDED BY Council: Meeting Cancellations NELSON, COUNCIL CANCEL ITS REGULARLY (1/20/2003, COW and Regular SCHEDULED COMMITTEE OF THE WHOLE AND COUNCIL Meeting) MEETINGS SCHEDULED FOR JANUARY 20, 2003, IN OBSERVANCE OF MARTIN LUTHER KING, JR. DAY. CARRIED. Citizen Comment: Alhadeff — Council President Keolker-Wheeler reported receipt of a letter Pavilion Building Lease from Jack D. Alhadeff, JDA Group LLC, 95 S. Tobin St., Suite 201, Renton, 98055, regarding securing a lease for the Pavilion Building. MOVED BY KEOLKER-WHEELER, SECONDED BY PERSSON, COUNCIL REFER THIS CORRESPONDENCE TO THE COMMITTEE OF THE WHOLE. CARRIED. ADJOURNMENT MOVED BY PERSSON, SECONDED BY CORMAN, COUNCIL ADJOURN. CARRIED. Time: 8:35 p.m. Bonnie I. Walton, City Clerk Recorder: Michele Neumann January 6, 2003 Page 9 i lk CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 24, 2002 TO: Tracy Schuld FROM: Mike Benoit (ext. 7206) SUBJECT: CAG 02-106 Thunder Hill Access Road Repair Project Final Pay Estimate Boettcher and Sons, Inc. Tracy: Could you please process the attached final pay estimate for this project. The project is scheduled to be accepted by City Council on the meeting of January 6, 2003. The following documents are enclosed: • copy of Agenda Bill for Council Acceptance of project and final pay estimate • Notice of Completion of Public Works Contract • Original of final pay estimate and 6 copies of estimate The Affidavit of Prevailing wages Paid will be forwarded to you when we receive it. Thank you very much for your help. File: WWP-27-2766 H/waste. wtr/nrentonl /Trans fin. Doc/MAB STATE OState of Washington o� Department of Revenue Audit Procedures & Administration oy"2 PO Box 47474 1889 Olympia, Washington 98504-7474 Reg.No.: UBI C601 936 722 Date: NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT From: DEPARTMENT USE ONLY City of Renton Assigned To 1055 South Grady Way Renton, WA 98055 Date Assigned Notice is hereby given relative to the completion of contract or project described below. Description of Contract Thunder Hill Sanitary Sewer Pipeline Access Road Repair Project Contractor's Name Boettcher and Sons, Inc (Fed Tax ID 91-1959452) Telephone No. (360) 832-3943 Contractor's Address PO Box 992, Eatonville, WA, 98328 Date Work Commenced August 21, 2002 Date Work Completed December 18, 2002 Date Work Accepted December 20, 2002 Surety or Bonding Co. McDonald Insurance Group Agent's Address PO Box 3089, Kirkland WA 98083 Contract Amount: $170,126.00 Additions or Reductions: $17,345.04 Sales Tax: $16,497.45 Total $203,968.49 By Phone No: Amount Disbursed: $194,594.94 Amount Retained: $9,373.55 Total: $203,968.49 (Disbursing Officer) The Disbursing Officer must complete and mail THREE copies of this notice to the Department of Revenue, Olympia, Washington 98504- 7474, immediately after acceptance of the work done under this contract. NO PAYMENTS SHALL BE MADE FROM RETAINED FUND until receipt of Department's certificate, and then only in accordance with said certificate. FORM REV 310020 (12-92) H: Waste.wtr/talbotcrest/notcmplt.doc/MAB TO: - FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher and Sons, Inc. CONTRACT NO. CAG 02-106 ESTIMATE NO. 5 & Final PROJECT: Thunder Hill Access Road Repairs 1. CONTRACTOR EARNINGS THIS ESTIMATE $600.00 2. SALES TAX @ 8.80% $52.80 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $652.80 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $177,527.49 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $570.00 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. "" RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX (95% x LINE 1) `* (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHE E SERVICES RENDERED OR THE LABOR PERFORMED DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE/AT NPA OBLIGATION AGAINST THE CITY OF RENTON, AM AUTHORIZED TO AUTHENTICATE AND CERTIFAID CLAIM Signed: $9,343.55 $30.00 $16,444.65 $52.80 GRAND TOTAL: $622.80 # 5 & Final $30.00 # 5 & Final TOTAL THIS ESTIMATE: $178,097.49 $9,373.55 $16,497.45 $203,968.49 $622.80 $30.00 $652.80 Printed On: 12/13/2002 City of Renton Public Works Department Page 1 Printed On: 12/13/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No City of Renton Public Works Department Contract Number: CAG Pay Estimate 5 & Final Closing Date: Unit Est. Unit Previous Previous This Quantity Price Quantity Amount Quantity 02-106 12/23/2002 This Amount Total Quantity Page 1. Total Amount 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 1.00 $15,750.00 0.00 $0.00 1.00 $15.750.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 0.95 $11,400.00 0.05 $600.00 1.00 $12,000.00 003. Erosion Controls Lump Sum 1 $13,900.00 1.00 $13,900.00 0.00 $0.00 1.00 $13,900.00 004. Metal Swing Security Gates Each 2 $5,000.00 2.00 $10,000.00 0.00 $0.00 2.00 $10,000.00 005. 12" CPEP Storm Pipe Linear Foot 105 $40.00 117.00 $4,680.00 0.00 $0.00 117.00 $4,680.00 006. 4' Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 21.00 $420.00 0.00 $0.00 21.00 $420.00 007. Catch Basin -Type 1 Each 2 $950.00 2.00 $1,900.00 0.00 $0.00 2.00 $1,900.00 008. Shoulder Ballast Material Ton 965 $28.00 977.59 $27,372.52 0.00 $0.00 977.59 $27,372.52 009. Gravel Borrow Ton 75 $28.00 114.04 $3,193.12 0.00 $0.00 114.04 $3,193.12 010. 4" - 8" Quarry Spalls Ton 70 $50.00 141.48 $7,074.00 0.00 $0.00 141.48 $7,074.00 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 1.00 $10,476.00 0.00 $0.00 1.00 $10,476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 1.00 $7,180.00 0.00 $0.00 1.00 $7,180.00 Culvert Pipe Removall Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 1.00 $12,900.00 0.00 $0.00 1.00 $12,900.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 18' OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 1.00 $3,300.00 0.00 $0.00 1.00 $3,300.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 1.00 $3,400.00 0.00 $0.00 1.00 $3,400.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Foot 0 $22.00 25.50 $561.00 0.00 $0.00 25.50 $561.00 020. Change Order No.1 Lump Sum 1 $11,364.40 1.00 $11,364.40 0.00 $0.00 1.00 $11,364.40 Subtotal $186,871.04 $600.00 $187,471.04 8.8% Sales Tax $16,444.65 $52.80 $16,497.45 TT Total $203,315.69 $652.80 $203,968.49 t✓ CITY OF RENTON COUNCIL AGENDA BILL Al k: Submitting Data: Dept/Div/Board.. PBPW / Utility Systems Staff Contact...... Mike Benoit (x-7206) Subject: CAG 02-106 Thunder Hill Sanitary Sewer Pipeline Access Road Repair Project Exhibits: Final Pay Estimate Notice of Completion of Public Works Contract For Agenda of: January 6, 2003 Agenda Status Consent .............. Public Hearing.. Correspondence.. Ordinance ............. Resolution........... . Old Business........ New Business....... Study Sessions...... Information........ . Recommended Action: Approvals: Council Concurrence for approval of project and final Legal Dept......... Pay Estimate Finance Dept...... Other ............... Fiscal Impact: Expenditure Required... $652.80 Transfer/Amendment....... Amount Budgeted....... $300,000 Revenue Generated......... Total Project Budget $300,000 City Share Total Project.. SUMMARY OF ACTION: The project was awarded on July 22, 2002. Construction started on August 21, 2002 and was completed as of December 20, 2002. The original contract amount was $185,097.08. The final construction contract cost is $203,968.49. The total project cost, including engineering and staff is $258,349 There was one change order in the amount of $12,364.47. This change order was primarily for additional work and delays due to encountering unmarked buried electrical and telephone during the removal of a culvert and relocation of the water main. The remainder of costs were from additional quantities during the reconstruction of the road. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $9,373.55 be released after 60 days, subject to the receipt of all required authorizations. Rentonnet/agnbill/ bh 91 Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG 02-106 THUNDER HILL SANITARY SEWER ACCESS ROAD REPAIR C.O.# 1 CONTRACTOR: BOETTCHER AND SONS, Inc. SUMMARY OF PROPOSED CHANGE: Change Order No. 1 is a combination of three separate itemized changes to the contract, which the Contractor, Boettcher & Sons, has claimed impacted his work progress and hence were submitted to us on November 8 and December 7, 2002. The first claim for extra work was for $ 198.64 for 1.5 hours of equipment and operator to remove a large cottonwood stump, which was located on the road edge. The second itemized claim was for $10,715.76 and was due to the extra work required to perform the contract work of "Culvert Removal/Utility Walkway Bridge, Area A", vicinity of Sta. 16+00. This was a result of the encountering the unmarked buried telephone and power crossing the culvert pine. Neither facility was shown on the plans and neither utility was marked by their respective field representatives when "One -Call" utility marking was performed. The work to remove the existing culvert and to install the new rockery was severely hampered by working in and around these "live" facilities. In addition, the contractor encountered numerous large chunks of concrete debris that were unknown and that had been buried there, presumably at the time the culvert, sewer main, and water main were installed. This debris impacted excavations in and around the concrete dead -man anchors. The last itemized change was for work requested during the project walk through performed by the City and the Engineer on Nov. 8, 2002. The work requested of the Contractor was to raise three (3) additional manhole covers to finish road grade. The total for this work was $450.00. Additional Quantities and New Items ITEM Under This Change Order Unit Quantity Unit Price Total Price 020 Change Order No 1 Lump Sum 1 11,364.40 11,364.40 Sales Tax $1,000.07 Total $12,364.47 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $185,097.08 $185,097.08 $12,364.47 $197,461.55 MOHAN_118J 1M11 Contractor: Project Engineer: Approved By: _ ChangeOrdeio I -DOCMAB Dater 7 /� Date: 7 / o'L Date: g CITY OF RENTON COUNCIL AGENDA BILL Al #: Submitting Data: For Agenda of: August 6, 2001 Dept/Div/Board.. PBPW/Utility Systems Division Staff Contact...... Mike Benoit (X-7206) Agenda Status Consent .............. X Subject: Public Hearing.. CAG 00-1 4 Correspondence.. Ordinance ............. North Rent Sanitary Sewer Replacement Phase I Resolution............ Old Business........ Exhibits: New Business....... Final Pay Estima Study Sessions...... Information........ . Notice of Completl of Public Works Contract Recommended Action: Approvals: Council Concurrence for proval of project and final pay Legal Dept ......... Finance Dept...... estimate Other ............... Fiscal Impact: Expenditure Required... $11,424.00 Fina ay Estimate Transfer/Amendment....... Amount Budgeted.......... $792,000.00 Revenue Generated......... Total Project Budget $792,000 00 City Share Total Project.. SUMMARY OF ACTION: The project was awarded on September 25, 2000. Construction started on November 13, 2000, and was substantially completed as of May�� 1, 2001. The original contract amount was $351,688.07 and the final (estimated) contral�t amount after change orders was $564,967.51. There were two change orders, totaling $213,�79.44, to do additional work in the North Renton area that was scheduled as part of Phase II of tl% project. Phase II was to slip line the sewer mains that were \pot replaced as part of Phase I. As part of the slip line project, we would have had spot repairs one to fix localized deficiencies in the sewers that the lining could not pass through or resol, Typically the type of contractor that does lining projects does not do the excavation work. Since we had a good dependable contractor on Phase I and reasonable prices, we had them do the excavation repairs that would have been done as part of Phase II. The final project cost is $560,824.23, which is $4,143.28 below the final (estimated) contract amount. The Total Amount Budgeted was for Sewer Replacement Projects which included North Renton Sewer Replacement - Phase I, North Renton - Phase II, Burnett Avenue (Transit Center), and S 180th Street Sewer Relocation. STAFF RECOMMENDATION: The Utility Systems Division of the Planning/Building/Public Works Department recommends that the project be accepted, the final pay estimate be approved, and the retainage in the amount of $25,819.65 be released after 60 days, subject to the receipt of all required authorizations. W:\WWP-27-2824 North Renton Ph 1\AB Final Pay.doc/MAB:lf Printed On: 12/13/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No. City of Renton Public Works Department Contract Number: CAG 02-106 Pay Estimate 5 8 Final Closing Date: 12/23/2002 Unit Est. Unit Previous Previous This This Total Quantitv Price Quantity Amount Quantity A­­1 n„ n1i 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 003. Erosion Controls Lump Sum 1 $13.900.00 004. Metal Swing Security Gates Each 2 $5,000.00 005. 12' CPEP Storm Pipe Linear Foot 105 $40.00 006. 4' Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 007. Catch Basin - Type 1 Each 2 $950.00 008. Shoulder Ballast Material Ton 965 $28.00 009. Gravel Borrow Ton 75 $28.00 010. 4' - 8' Ouarry Spalls Ton 70 $50.00 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10.476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area C. STA 015. 16+00 Lump Sum 1 $12,900.00 016. New 8' diameter water main replacement Lump Sum 1 $14,000.00 18' OD x 0.375' Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 019. 2' Diameter, Schedule 80 Pin Pile Linear Foot 0 $22.00 020, Change Order No.1 Lump Sum 1 $11,364.40 Subtotal 8.8 / Sales Tax TT Total Page 1 Total Amount 1.00 $15.750.00 0.00 $0.00 1.00 $15,750.00 0.95 $11,400.00 0.05 $600.00 1.00 $12.000.00 1.00 $13,900.00 0.00 $0.00 1.00 $13,900.00 2.00 $10,000.00 0.00 $0.00 2.00 $10,000.00 .a HSO 117.00 $4,680.00 0.00 $0.00 117.00 $4,680.00 21.00 $420.00 0.00 $0.00 21.00 $420.00 2.00 $1,900.00 0.00 $0.00 2.00 $1�900..000 4 3s z 977.59 $27,372.52 0.00 $0.00 977.59 $27,372.52 4 10milZ, 114.04 $3,193.12 0.00 $0.00 114.04 $3,193.12 f 35Sa 141.48 $7,074.00 0.00 $0.00 141.48 $7.074.00 1.00 $10,476.00 0.00 $0.00 1.00 $10,476.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 1.00 $7,180.00 0.00 $0.00 1.00 $7,180.00 1.00 $12,900.00 0.00 $0.00 1.00 $12,900.00 1.00 $14.000.00 0.00 $0.00 1.00 $14,000.00 1.00 $3,300.00 0.00 $0.00 1.00 $3.300.00 1.00 $3,400.00 0.00 $0.00 1.00 $3.400.00 25.50 $561.00 0.00 $0.00 25.50 $561.00 1.00 $11,364.40 0.00 $0.00 1.00 $11,364.40 $186,871.04 $600.00 $187,471.04 $16,444.65 $52.80 $16,497.45 $203.315.69 $652.80 $203,968.49 CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS MEMORANDUM DATE: December 13, 2002 TO: Ron McPhee FROM: Mike Benoit �i-5 SUBJECT: Williams Ave S Proposed Future Water and Sewer Construction The Water and Sewer Sections are planning to replace some of the utilities in Williams Avenue South. We note that there is some private utility work being done at the intersection of Williams and South 2nd Street. Would you please take a moment to mark up one of the attached drawings to show what is there and what is being changed so we have up to date information for our design. If there is any additional information that the private utility or contractor might be willing to provide, such as a copy of the plans, we would accept it. If you have any questions, give me a call at (425) 430-7206. Thank -you cc: Kayren Kittrick W:\WWP-27-2988 Wells Ave S Utility Replacement\McPhee0l.doc\mab TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher and Sons, Inc. CONTRACT NO. CAG 02-106 PROJECT: Thunder Hill Access Road Repairs COPY . ESTIMATE NO. 4 1. CONTRACTOR EARNINGS THIS ESTIMATE $25,676.90 2. SALES TAX @ 8.80% $2,259.57 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $27,936.47 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $153,134.43 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $24,393.06 6. SUBTOTAL - CONTRACTOR PAYMENTS $177,527.49 7. RETAINAGE ON PREVIOUS EARNINGS $8,059.71 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $1,283.84 9. SUBTOTAL - RETAINAGE $9,343.55 10. SALES TAX PREVIOUSLY PAID $14,185.08 11. SALES TAX DUE THIS ESTIMATE $2,259.57 12. SUBTOTAL - SALES TAX $16,444.65 (95% x LINE 1) (RETAINAGE: 5%) GRAND TOTAL: $203,315.69 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) $26,652.63 # 4 $26,652.63 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) $1,283.84 # 4 $1,283.84 TOTAL THIS ESTIMATE: $27,936.47 CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, T SERVICES RENDERED OR THE LABOR PERFORMED AS SCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND PAID OBLIGATION AGAINST THE CITY OF RENTON, AN HAT I AMM AUTHORIZED TO AUTHENTICATE AND CERTIFY O SAID CLAIM Signed: Z,i 12K-'t Printed On: 12/12/2002 City of Renton Public Works Department Page 1 Printed On: 12/12/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No. City of Renton Public Works Department Contract Number: CAG 02-106 Pay Estimate 4 Closing Date: 12/18/2002 Unit Est. Unit Previous Previous This This Quantity Price Quantity Amount Quantity Amount Total uanti Page 1 Total Amount 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 0.75 $11,812.50 0.25 $3,937.50 1.00 $15,750.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 0.80 $9,600.00 0.15 $1,800.00 0.95 $11,400.00 003. Erosion Controls Lump Sum 1 $13,900.00 0.85 $11,815.00 0.15 $2,085.00 1.00 $13,900.00 004. Metal Swing Security Gates Each 2 $5,000.00 2.00 $10,000.00 0.00 $0.00 2.00 $10,000.00 005. 12" CPEP Storm Pipe Linear Foot 105 $40.00 5T00 $2,280.00 60,00 $2,400.00 117.00 $4,680.00 006. 4" Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 21.00 $420.00 0.00 $0.00 21.00 $420.00 007. Catch Basin - Type 1 Each 2 $950.00 2.00 $1,900.00 0.00 $0.00 2.00 $1,900.00 008. Shoulder Ballast Material Ton 965 $28.00 977.59 $27,372.52 0.00 $0.00 977.59 $27,372.52 009. Gravel Borrow Ton 75 $28.00 114.04 $3,193.12 0.00 $0.00 114.04 $3,193.12 010. 4" - 8" Quarry Spalls Ton 70 $50.00 141.48 $7,074.00 0.00 $0.00 141.48 $7,074.00 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 1.00 $10,476.00 0.00 $0.00 1.00 $10,476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 0.90 $12,600.00 0.10 $1,400.00 1.00 $14,000.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 0.90 $12,600.00 0.10 $1,400.00 1.00 $14,000.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 1.00 $7,180.00 0.00 $0.00 1.00 $7.180.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 0.90 $11,610.00 0.10 $1,290.00 1.00 $12,900.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 1.00 $14,000.00 0.00 $0.00 1.00 $14,000.00 18" OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 1.00 $3,300.00 0.00 $0.00 1.00 $3,300.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 1.00 $3,400.00 0.00 $0.00 1.00 $3,400.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Foot 0 $22.00 25,50 $561.00 0.00 $0.00 25.50 $561.00 020. Change Order No.1 Lump Sum 1 $11,364A0 0,00 $0.00 1.00 $11,364.40 1.00 $11,364.40 Subtotal $161,194.14 $25,676.90 $186,871.04 8.8% Sales Tax $14,185.08 $2,259.57 $16,444.65 TT Total $175,379.22 $27,936.47 $203,315.69 iGL iG t2�v �`�3�0 1 CITY OF RENTON ..� Planning/Building/PublicWorks Department J e Tanner, Mayor Gregg Zimmerman P.E., Administrator December 12, 2002 Boettcher and Sons, Inc. P O Box 992 Eatonville WA 98328 Attention: Caleb Boettcher SUBJECT: THUNDER HILL SANITARY SEWER PIPELINE ACCESS ROAD REPAIRS Caleb: Enclosed for your signature are two originals of Change Order No. 1 for the Thunder Hill Sanitary Sewer Pipeline Access Road Repair Contract. We need these signed and returned as soon as possible. We need them in hand no later than the end of the day December 18". If you have any questions, you may reach me at (425) 430-7206. Sincerely, i Michael A. Benoit Project Manager Attachments \\DAEDALUS\SYS2\SHARED\Fi1e Sys\WWP - WasteWater\WWP-27-2766 Thunderhill Access R-o„t ti Arr1 55 South Grad R 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 Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG 02-106 THUNDER HILL SANITARY SEWER ACCESS ROAD REPAIR C.O.# 1 CONTRACTOR: BOETTCHER AND SONS, Inc. SUMMARY OF PROPOSED CHANGE: Change Order No. 1 is a combination of three separate itemized changes to the contract, which the Contractor, Boettcher & Sons, has claimed impacted his work progress and hence were submitted to us on November 8 and December 7, 2002. The first claim for extra work was for $ 198.64 for 1.5 hours of equipment and operator to remove a large cottonwood stump, which was located on the road edge. The second itemized claim was for $10,715.76 and was due to the extra work required to perform the contract work of "Culvert Removal/Utility Walkway Bridge, Area A", vicinity of Sta. 16+00. This was a result of the encountering the unmarked buried telephone and power crossing the culvert pipe. Neither facility was shown on the plans and neither utility was marked by their respective field representatives when "One -Call" utility marking was performed. The work to remove the existing culvert and to install the new rockery was severely hampered by working in and around these "live" facilities. In addition, the contractor encountered numerous large chunks of concrete debris that were unknown and that had been buried there, presumably at the time the culvert, sewer main, and water main were installed. This debris impacted excavations in and around the concrete dead -man anchors. The last itemized change was for work requested during the project walk through performed by the City and the Engineer on Nov. 8, 2002. The work requested of the Contractor was to raise three (3) additional manhole covers to finish road grade. The total for this work was $450.00. Additional Quantities and New Items ITEM Under This Change Order Unit Quantity Unit Price Total Price 020 Change Order No 1 Lump Sum 1 11,364.40 11,364.40 Sales Tax $1,000.07 Total $12,364.47 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $185,097.08 $185,097.08 $12,364.47 $197,461.55 SIGNATURES: Contractor: Project Engineer: Date: Date: Approved By: Date: (Utilities System Director) ChangeOrderOLDOCMAB Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG 02-106 THUNDER HILL SANITARY SEWER ACCESS ROAD REPAIR C.O.# 1 CONTRACTOR: BOETTCHER AND SONS, Inc. SUMMARY OF PROPOSED CHANGE: Change Order No. 1 is a combination of three separate itemized changes to the contract, which the Contractor, Boettcher & Sons, has claimed impacted his work progress and hence were submitted to us on November 8 and December 7, 2002. The first claim for extra work was for $ 198.64 for 1.5 hours of equipment and operator to remove a large cottonwood stump, which was located on the road edge. The second itemized claim was for $10,715.76 and was due to the extra work required to perform the contract work of "Culvert Removal/Utility Walkway Bridge, Area A", vicinity of Sta. 16+00. This was a result of the encountering the unmarked buried telephone and power crossing the culvert pipe. Neither facility was shown on the plans and neither utility was marked by their respective field representatives when "One -Call" utility marking was performed. The work to remove the existing culvert and to install the new rockery was severely hampered by working in and around these "live" facilities. In addition, the contractor encountered numerous large chunks of concrete debris that were unknown and that had been buried there, presumably at the time the culvert, sewer main, and water main were installed. This debris impacted excavations in and around the concrete dead -man anchors. The last itemized change was for work requested during the project walk through performed by the City and the Engineer on Nov. 8, 2002. The work requested of the Contractor was to raise three (3) additional manhole covers to finish road grade. The total for this work was $450.00. Additional Quantities and New Items ITEM Under This Change Order Unit Quantity Unit Price Total Price 020 Change Order No 1 Lump Sum 1 11,364.40 11,364.40 Sales Tax $1,000.07 Total $12,364.47 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $185,097.08 $185,097.08 $12,364.47 $197,461.55 SIGNATURES: Contractor: Project Engineer: Approved By: ChangeOrderOLDOCMAB (Utilities System Director) Date: Date: Date: 12-12-02 14:29 HCWL SEATTLE ID=206 632 0947 P02/02 v A N N N� m N s. (7 3 a m Oo ,L1a a o m m CD O c Lao uw Lt a to IW rfl w N � A w w iCQs� ip fin N A N N w V V A O C.h o O N !i1 EJi o w P v T O tV0 p O o C" O oo_oo_000000_ppS�oipg8S L f0W-4 MQiAW 0 Oo-4 .tom WN� M�-'ZC3000XJltcooa Imo: m Oo m e La c c w v c °' C� ^' m 0 i K =0 06 H e W co W ITi C L= L is C - 3 o j% m o 0 y n L° av S y a w w m CD �, b a n J5Lo COi Cn w C P C C R. C4 ( c wa m Z y m a m X CJ) to DA ou c y _ a m c 0 m a Lo Dtv DDa O omi a w umi n M' v, C)cW Dv fnDcnIn+ m a D+ D D o m a) C) +o a + m o w w M Cn O In O O O O O Z Z 0 D -n --nD Cn fn G to 1-----O O--�-+ Lr Cn N w CCYI Ij dl df MMtlf yyt/f V}� to O N O O O O Cb O O V C.n N N tyot N Q Q O O f OOOOOOOtAO(��00G 00f O OO 00 0 O pQOO O O O C O O O O S O O T t� 4940 iA Niw 4A �n �1< W W.LNv asowLv'vv�NApt.�rui in C.h N O <O C HI O O O O O O O V O O N O 0 0 0 0 O I 0 0 0 0 0 O D O 9) 0 0 0 LO 0 0 0 0 0 1 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 C. 06 i 0 0 0 0 0 0 C. 0 0 0 0 O 0 0 O 0 0 0 f rn 00000000000 00 Goy bb b CD Co Oc v o Z� 0 0 �OOOOOOOo o f ram. r H! 4A M E N N N f N A A A O A C O W W O t 0000000 0 00000000Cn o- p O C 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O C A 31 V N N00000000-A V N-+ V N OO t Ch O O O O O O O O A O Uf O O O O C,O f No 0 0 �o 0 0 o w.b. Zo O O O Oo o c w j MM1+ en (�f end#^E WW A N V A A O V W y �+ y, A O C N L Ch A w 0 to O O A CD8 w CO A CD O to O (n 00 0 0 lb O C) V V (O V CD N m 0 0 0 C -+ 0 0 0 Q. 0 0 0 IT A W N 0 0 0 0 0 O C O O O C.0 0 0 Co 0 O Ch 0 0 0 0 0 0< 0 O 0 CD CD CD CD 0 CDN N O 0 0 0 0 0 C rn m 3 ' C ;z _f A c b CD Z o C 2 v .1] 0 m m v 0 D r cam'V0 zC)02 �mm� m n -I ;0 0 m _ Ca Lao chi a20 =r n — m. O y 0 a� j G y w m � � � N a' v in w = O a 0 m b C, co CA X 0 a m 7R O 0 m Ch M m z L 12-12-02 14:29 HCWL SEATTLE ID=206 632 0947 P01/02 HAMMOND COLLIER WADE LIVINGrSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DELIVER TO: Name: Mike Benoit Firm: City of Renton Wastewater Utility Location: Telefax No.: 425-430-7241 SENT FROM: Name: Russ Snow TOTAL PAGES: 2 If you do not receive all of these pages, please call as soon as possible. Thank you. Comments Attached is Pay Request # 4 for the Thunder Hills Access Road Repair project which incorporates the CO # 1 cost total of $ 11,364.40. ❑ Original will be mailed. 13 Original will not be mailed. Date Transmitted: 12/12/02 MEMORANDUM TO: Michael Benoit FROM: Russ Snow DATE: December 11, 2002 SUBJECT: Thunder Hills Sanitary Sewer Pipeline Access Road Repairs Change Order No. 1 Change Order No. 1 is a combination of three separate itemized changes to the contract, which the Contractor, Boettcher & Sons, has claimed impacted his work progress and hence were submitted to us on November 8 and December 7, 2002. The first claim for extra work (their Invoice # 748, dated 11 /07/02 attached) was for $ 526.39 and was due to the adjustment of three (3) manhole/cleanout lids as well as the 1.5 hours of equipment and operator to remove a large cottonwood stump, which was located on the road edge. The second itemized claim was for $10,715.76 (see their Invoice # 749, dated 11/07/02, attached) and was due to the extra work required to perform the contract work of "Culvert Removal/Utility Walkway Bridge, Area A", vicinity of Sta. 16+00. This was a result of the encountering the unmarked buried telephone and power crossing the culvert pipe. Neither facility was shown on the plans and neither utility was marked by their respective field representatives when "One -Call" utility marking was performed. The work to remove the existing culvert and to install the new rockery was severely hampered by working in and around these "live" facilities. This change also was the result of encountering numerous large chunks of concrete debris that were unknown and that had been dumped there presumably by other neighboring projects. This buried debris impacted excavations in and around the concrete dead -man anchors. The last itemized change was for work requested during the project walk through performed by the City and the Engineer on Nov. 8, 2002. The work requested of the Contractor was to raise three (3) additional manhole covers to finish road grade. The total for this work was $450.00 and is shown on the Contractor's Invoice # 745 attached. Based upon our review of the inspection reports, knowledge of the installations and the cost itemizations we believe the extra costs as submitted by the Contractor are reasonable and justified. Therefore we recommend payment to the Boettcher & Sons a total of $11,692.15 under Change Order No. 1. T /J s17,41 /0A lr "` Z ,tip Wl .3 7 2. / ? �2�5Sv /u Z 3 � SAS 2,c"-S1 Z ;7 TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher and Sons, Inc. CONTRACT NO. CAG 02-106 ESTIMATE NO. 3 PROJECT: Thunder Hill Access Road Repairs 1. CONTRACTOR EARNINGS THIS ESTIMATE 2. SALES TAX @ 8.80% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $62,880.92 $5, 533.52 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $93,397.56 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $59,736.87 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $4,915.66 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $3,144.05 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $8,651.56 11. SALES TAX DUE THIS ESTIMATE $5,533.52 12. SUBTOTAL - SALES TAX * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL: FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) $65,270.39 # 3 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) $3,144.05 # 3 TOTAL THIS ESTIMATE CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE ArERTIFY TOS ID CLAIM Signed:ti $68,414.44 $153,134.43 $8,059.71 $14,185.08 $175,379.22 $65,270.39 $3,144.05 $68,414.44 M+'3 I v 1 z 5'l -'z- Printed On: 10/25/2002 City of Renton Public Works Department Page 1 Printed On: 10/25/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No. City of Renton Public Works Department Contract Number: CAG Pay Estimate 3 Closing Date: Unit Est. Unit Previous Previous Quantitv Price Quantitv Amount C 02-106 10/24/2002 This This janlity Amount Total !uanti Page 1 Total Amount 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 0.50 $7,875.00 0.25 $3,937.50 0.75 $11,812.50 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 0.60 $7,200.00 0.20 $2,400.00 0.80 $9,600.00 003. Erosion Controls Lump Sum 1 $13,900.00 0.50 $6,950.00 0.35 $4,865.00 0.85 $11,815.00 004. Metal Swing Security Gates Each 2 $5,000.00 0.00 $0.00 2.00 $10,000.00 2.00 $10,000.00 005. 12' CPEP Storm Pipe Linear Fool 105 $40.00 57.00 $2,280.00 0.00 $0.00 57.00 $2,280.00 006. 4" Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 21.00 $420.00 0.00 $0.00 21.00 $420.00 007. Catch Basin - Type 1 Each 2 S950.00 2.00 $1,900.00 0.00 $0.00 2.00 $1,900.00 008. Shoulder Ballast Material Ton 965 S28.00 526.95 $14,754.60 450.64 $12,617.92 977.59 $27,372.52 009. Gravel Borrow Ton 75 $28.00 114.04 $3,193.12 0.00 $0.00 114.04 $3,193.12 010. 4" - 8" Quarry Spalls Ton 70 $50.00 126.69 $6,334.50 14.79 $739.50 141.48 $7,074.00 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 1.00 $10,476.00 0.00 $0.00 1.00 $10,476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012, 8+30 Lump Sum 1 $14,000.00 0.50 $7,000.00 0.40 $5,600.00 0.90 $12,600.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 0.50 $7,000.00 0.40 $5,600.00 0.90 $12,600.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 1.00 $7,180+00 0.00 $0.00 1.00 $7,180.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 0.50 $6,450.00 0.40 $5,160.00 0.90 $11,610.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 0.40 $5,600+00 0.60 $8,400.00 1.00 $14,000.00 18" OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 0.40 $1,320.00 0.60 $1,980.00 1.00 $3,300.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 0.70 $2,380+00 0.30 $1,020.00 1.00 $3,400.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Foot 0 $22.00 $0.00 25.50 $561.00 25.50 $561.00 Subtotal $98,313.22 $62,880.92 $161,194.14 8.8% Sales Tax $8,651.56 $5,533.52 $14,185.08 TT Total $106,964.78 $68,414.44 $175,379.22 0'"6I et �� t 12-11-02 16:30 HCWL SEATTLE ID=206 632 0947 P01/04 HAMMON'D COLLIER WADE LIVINGSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DELIVER TO: Name: Mike Benoit Firm: City of Renton Wastewater Utility Location: Renton Telefax No.: 425-430-7241 SENT FROM: Name: Russ Snow TOTAL PAGES: 4 If you do not receive all of these pages, please call as soon as possible. Thank you. Comrrtents Mike - as requested, attached are the three (3) Invoices that Caleb submitted his extra costs on for the Thunder Hills Access Road Repair project. I just tried to reach Dale but he is unavailable so I left him a message. Will know tomorrow although I strongly suspect the 6 manholes are all different. 0 Original will be mailed. ❑ Original will not be mailed. Date Transmitted: 12/ 11/02 12-11-02 16:31 HCWL SEATTLE ID=206 632 0947 P02/04 P.O. Box'? ";- SOLO l JA k"'fro /�J' TO: INVOICE N -0 7 4 8 GATE f/ d� SHIP T0: 1t vv C/o t{a,�.ti��ti� C�i(i�✓` l/J',I' TERNS CUA ORDER NO. YOUR ORDER NO TALLY NO, LUTE SHIPPED SHIPFcD u CAAlTPJCX NO F.0.9. e - C � o/ its I, I 12-11-02 16:31 HCWL SEATTLE ID=206 632 0947 P03/04 t 1J i ` riN? Logging Construction DATE P.O. Sox ,� TO: E w� l �Ctt '.t.N; fates �-� SOLD cy L� TO, ll� - /� U✓ OUR ORDER NO. YOUR ORDFA NO. TALLY NO. DATE SAPPED SHIPPED VIA CLNTRUGK N0 F.Q-B "v A AV CC r 1a R 7� � ; 7 (5-7 12-11-02 16:31 HOWL SEATTLE i2i 10i 2a0^ c,�; a0 1 60:.�'L3y•�� ID=206 632 0947 PO4/04 oettc er Sir Logging & Construction SOLO 10: pr at e ��" . W UJ 76 L wvaicE N 2 745 DATE lc� t/ L SFup To: c/o 14L,->",. Al\ 'ERms OUR pitpEA M0. YOUR CANA MQ 1'AUY Mo. Y • A M � - ___.._ P02 12-19-82 09:96 TO.IIGW1.. SEA 111.r- LETTER OF TRANSMITTAL V HAMMOND COLLIER WADE LIVINGSTONE 4010 Stone Way N., Suite 300 Seattle, WA 98103-8090 (206) 632-2664 Fax: (206) 632-0947 Date: October 25, 2002 Job No.: Project: Thunder Hills Access Road Repair Project To: Michael Bonoit City of Renton 1055 South Grady Way, 5th Floor Renton, WA 98055 Attached are: IECEIVED OCT 2 8 2002 CITY OF RENTON UTIUTy SYSTEMS ❑ 104 East Ninth Street Wenatchee, WA 98801 (509) 662-1762 Fax: (509) 663-8534 Copies Date Description 1 Ea. 10/23/02 Copy of FAX transmittal Incl. Pay Request, Inspection Reports & Notes These are transmitted as checked below: ❑ For review ❑ For your use As requested ❑ For review and comment Remarks: Mike, As requested, enclosed is a copy of our FAX transmittal for the Thunder Hills project. Copy to: Signed: Russ Snow If enclosed are not as noted, please notify us at once. HAMMOND COLLIER WADE LIVINGSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DELIVER TO: Name: Mike Benoit Firm: City of Renton Location: Telefax No.: 425-430-7241 SENT FROM: Name: Russ Snow TOTAL PAGES: 20 If you do not receive all of these pages, please call as soon as possible. Thank you. Comments Mike, Attached is Progress Payment # 3 for the Thunder Hills project. Also attached are our inspection reports since our last transmittal as well as brief summary dated today that details additional constructions costs due to cost extras and extra unit bid quantities. If you have any questions, please give me a call. ❑ Original will be mailed. ❑ Original will not be mailed. Date Transmit M H Z W a U) W Q O w a O O O O O O O N N O 0 0 0 0 0 0 0 0 0 r 0 N M)0000000)-OOOOOOOOOO N O 0) O O O O N M V (O O O O O_ O O O m co -� O O 00 N O n m t` O O a0 O O O M M 00 (D 00 O N V O? M O V (O (O .- (D O M 0) _- O ON r-mr,6NNh1-.1MM (O QfA�E9fRfA6969�69MEAffl W W J Q Q � NO o c 000000LOn0Orlo 0 0 0 0 0 0 0 Lo ?~ H n W 0000 N n N I` V O m m 0 m 0 0 0 Lo N Z ON •-- .- Q Q O O O O O O O N 00 0 0 0 0 0 0 0 0 0�� � o NJ Ln0000000)O(n 000000000 OM t{ M `Q r-0 Lri00000m0oo0a000 M0 (00 V>69. 69 Ql CM(90069(0000 W m ON O 0) C° pOO L(j N 0 st O O (P r-- 0 (O e- � LO 6q��0 N �69 69i 69 V)� �� to W O (» to JO J ' ((1 F- N o 0 o N 0 C 0 (D 0 t- 0 0 0 0 0 0 0 0 q z 0)O (r) OOOOOOOO Za NNM OO Lo V fD (°MN _EZ m Ua 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0) Cl) J O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 O Q 0 0 0 0 0 0 0 0 0 0 (D 0 0 0 0 0 0 0 0 O— n 0)000000NOO r-0000000a 69 N r- O O O O N 0) O O 0 'I 0 0 -- a O M V - O O 02 N M O V' � N M O V V r- N V M M 0 V' 0) 0 64 t» 6% 6) 6 lfJ 61). (H 69 69 � W. 6-31 9 69 1-o0 m w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U_ O O O 0000000000000 OO O ON LY � Om O � � m � � m st 0CD 00cc 000M V6N9 �- 2 N Cl) 0) O ` N V M M d) V c! V>r� EA E9 — fR Efl 69 M (A 69 (H (H Z } O N m r- r` N (p O 00 o N O H ° c ~CL E m Q o � � U 0 0 U � ~ fn (n In Q LL LLQZ ZZU(n (n (A (n Ufn fn LL .•`+ J J J W J J W 0 0 0 J J J J J J J J C O U d rn •� m c y 0 Lo o (n 0 + 0 0 co w a c rn 0 OQQ Q v N a ^Ln UQ(n c6 ayi a QQ M C) U O ~ N N N m U Q -0Qa c c f0 rn rnCO rnw rn N fp (0 'a 'O + U C .0 0) N nac F� mmmQ m m EU > U W Q m m m F rn 0)O J O O C � m o Z p` aoi�� ��m r- Vn N cu T m U 0) U) c_ (o co :3 T m m>> c� inU 10 y. N m O i � 0 2 u O Q a T ng a) o 0 0 0 ° c O d � C N O- IL i>'. N O. cr N N O N w ifl U) J wo-woo EO0O O f0 oU o-o m 3(n 5 w w 0= CD I- > o os=� �H cg° t,° '2- ID'ammat)3W t�ao xtW Q � r- 0. Lm a)m33: OLa00 U W 0 0 2 0) N U l9 L 7 7 7 N p0 N a W Z� ML)Lu 0 O(nc9'v�OU(n0Z�L-a 0ZO O NMv0)(OtiN M0O�_Mst0)(°f`OO O O O O O O O O O O a- W U Z O O O O O O O O O CD O O CD O 0 O O d CL A G N N O w ` N O 6 ;r a a> y U s C-1l L C p, N E l C O '^ J H as 3 `� 3 ''\\ o U 'o y C E° a E m Monthly Progress Payment Summary of Work Completed for Month of O� � 6aA—, '2,.�, Project: "-toA- P�ue-xs R& P" 1N� Pay Estimate # Prepared By: 1t, 6,OA� �_-accepted By Contractor: ; �Z.1146rftl Date: '%b — 2-3 -0 Item Description Quantity Unit Unit Price Amount L5 L 5 Se, EA (10 C- r- ci LF ; kowiAzk FjwL.6' -z�100 61rrwdk zlb,00 -7-+30 -vo C 0- L)C) i'j, U00 00 .7j vw. LU GIAA 6ev,L L_5 III clot), 0© itv . uO v r- TOTALS Woz.king/Erdahl/monthlvprogres-pa7tnent ill -,L E 1 7a 14nr6 X / e eo�z IC �7- Xz-1- 20 DAILY INSPECTION REPORT PROJECT CLIENT * JOB NO. * 0 LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* EQUIPMENT* CREWS BY TRADE* SHEET * OF DATE �9- WEATHER ROAD SEWER WATER OTHER * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, L'M kt-A I'j '5 Co IV_ Z) Cw\& fad- 1 0A p L4 1'� C- tn ali A,es Nt-s ,,F 4P Sketches & Photos on %verse Side M cc: Client INSPECTOR Contractor File ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT PROJECTVt CLIENT JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* EQUIPMENT* CREWS BY TRADE* SHEET OF DATE * WEATHER ROAD SEWER WATER OTHER * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. 4 Li-�, o� �.-�N.-i�r•3- �'u C.:�T F3r� Wt0.-�aJ �iUj 1•7 A% ?�i�IY✓\. li ,,I V N S-CS— `'1E7 E7 b arc c E- C " t` C"r Wes, r �'�,�" p "'°^.� � ll w � [ � �- ��>� #'1VV iJ L"'i' � '� P o � Pti� 'i a`.n" o r rer..� � `j .. Z � � •�-i�y., �.� i Sketches & Photos on gverse Side cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT PROJECT * - 1 CLIENT JOB NO, bZ. to . OIZ LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* EQUIPMENT* * CREWS BY TRADE* * SHEET * OF * DATE U 2, `'ri %,A S WEATHER * C. � TP 1 SA ROAD SEWER WATER OTHER * * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. *the �t Sfi�� � '' fi 7 ' �+-�vf-. (�c•�� `��� sf � s'v � . 5 (��. load o.r,, du-,� ba 14s . T1'-4h � -f� ��1"-etPiti'yti'! rrt.p.G "11" ,4�q,r, d t S cA t. slvA%I L.v/ c� ✓ eA i -: L L tj . C%r :�''`� %h ? -th s eve-► f Gam, ,p.Z 24r„ Sketches & Photos on R2verse Side * cc: Client INSPECTOR Contractor File ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 lip C7 Till X- ---i\ DAILY INSPECTION REPORT SHEET * OF * PROJECT DATE * 9' a7- a2 lcxeAAY - CLIENT C/A@yIZyJ WEATHER * OVt> ,adT' �� .Qa/ JOB N O . * o �- /o - o / 2 i. f.�s.2 GvLa ,rG�- Pal LOCATION (Street -Station -Other) * CONTRACTOR* &d&77-CO&PL WS ROAD FOREMAN* Ic/?GE6 SEWER 0„ 7 WATER * ✓ 5AA'D - OTHER EQUIPMENT* 6AC.le-md * SMALL 101, `r `'' 75 e T S CREWS BY TRADE* * /t 7EF�CH G.0'40& * SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCI S, COMMENTS, RECOMMENDATIONS, ETC. I,c/7X00aCe0 •vy.s�F ors s �D�e� NX7 A<) 1,0,4 avrP, ,S&r77 'i1 �t/�L4G'7J R LYTN bA/YS Su'x-!P R!G>A rt'!�E ��lA.atSJ T'o Pao l,�' �cr / c r Ty ear 7' 0 o ore ,r aO 06 . < C, "X �$ �L�/Ofirac/ CF / 7Z�C<�. s3r3t p. O TD gt= lars�Gt b v�� N r .✓ �gK r r n �� h - I SL%ry p •Y . �Ri,rc/ p/,T�� .��TRaT�� c�srv�-, P�jDc k/�as FlTr�v W NYc_o�l �� � ✓� r 5 r /�D o TS l�,t/!.� SG�i�GS � R C.A� <'Jra/ / ,c1 sT�4 LG� D a !/�•e ��R rE.e �! PE re�,tic/� excA V4 r7oav �,cJcoc.rN x r��✓s�v� �r���s�E� 4,�cls</ D e z_ z) GGIt.�/ r Mo s 7- ,eu Bose A ��P49-&N7'Y ZW.�lPi eD Z 6-7v c= /.w.v s O� 1.61 !17,✓' �NC4 7`l !,! !, %� KlL�i2� Goal 'Ire _ G o!✓ � GE � 7 � c a X'o G!� .f'rOJE a� rs�N i �GK K%�GG �`� Z " !� . �• S'tGK/�:e - C.aG � .9/J VlSE�J /off CX 7x,4 Co ✓�2 ,� ��c%o� cX �� v�rr o�J i s•YE T.e �� is �r,v r s!,/�o ,� 2. 2 ' G.6�� -Sy STD'`? c/ l G •�f ' T .�-lo ✓vim 7- i4�Sf (../ I' c./ 4-/go a r G 00 AC/4-�f A/o T l�Cl0i2Ki�/�q K/�CG G�ti/CGG/�� DEGUolE�L ,6No � �u.�/P GVoG/c.0 �� AtCe Y/oG ls�.��D-5�4Tt/�2 O t Sketches & Photos on RLverse Side cc: Client Contractor File INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 S/r,- o,e- �/GrJ(/ArfT��/ �o�.�GE7`tG% �F></�, ` dGH✓,vUP cp.v�GG>,Oc:7P /4-$- 46; TD oo !� �.Q T� DAILY INSPECTION REPORT SHEET * OF * PROJECT rlAli✓off t-% zC a-f - DATE 54i= ---_ CLIENT XMW WEATHER �V"—,—B�y S/ "C JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* ROAD FOREMAN* SEWER * ✓ WATER OTHER *I-'- �ed/co EQUIPMENT* 2'7- ZPo2- * CREWS BY TRADE* * * SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. c/'--�L� �7d?3.�"�;/r1� �fJc_� l�'.�_ PfiecrL��- ¢ �`�-l•!-lt�zilcq;7a.<1'S' �7J t7 �f �/o y S1DE B 1'& -N "s G/ee z 7ZI �ecJ� �G� �✓1 � � ��e�-= �.o� . �iG-S' $� � � Gi211S23�� i�i<�"�� �Y��. e~e'���17'� .. i�.Zi7� �i�/%y'(/l.UC GFP JC'�15� �•�i�.��' S'E�'77d� ���?��lt�letJ'C� . eel G/J p v Sketches & Photos on F�Obverse Side cc: Client Contractor Fife 70 4A-7110rC? Of AOc,7W P5 cc.eyP INSPECTOR J * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * PROJECT * %ht/27'2� i1f�I _ DATE * �-' -:�e--ZMZ CLIENT WEATHER * elve 4/ JOB NO. * adz icg-0l,2- 70`j LOCATION (Street -Station -Other) CONTRACTOR* ROAD FOREMAN* SEWER WATER ' OTHER EQUIPMENT* * CREWS BY TRADE* * SAME'IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMEND/�luO�NS, ETC. � G�� ✓ IkI r T/AT7 -C b�� iA1 �7"- 4� 1.�1 N O ids 7-0 ",V zJ P 7` , 4'6' L X/ 77) 00 �,•A-�� � K/,g.8 ,4.�- S' ! T � ,�' K/' E Tao L`- �L 9V- SG,4G� '. tt1 rrt�G l�� 5��axr S ��c/� R/S�,. dale dY V,M 7Y)Vl 77W141A& 04 51�4-e Sketches & Photos on averse Side P * cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * PROJECT DATE * le) w 2 ~ 2002 ko . `s CLIENT WEATHER A * Ccwt- nii rcc.asr - c r3 JOB NO. * d2-lO-d/z LOCATION (Street -Station -Other) CONTRACTOR* ROAD l FOREMAN* G44,=A3 SEWER * WATER * OTHER * _-' x fu--4A,/ /zE/3riiG.o „ EQUIPMENT* * CREWS BY TRADE' * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSAT104S P§OBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, .&.�,�/r/�'D %••ib .sr.�!�-%i�G7 c"G.�.(!G'%J" . /.�ui�.�iz�?J �r.�-�',��-r't%set3 �,�r✓ c! S' 3f �> d rt./ K/ �"�1 c ,�t�v.4L L C• A �- 6;8 A4 4 X * I a 1dx► v� .�9G,E7�rY�v E'er � � �/�i,�.✓ � .dt/c�de„K: S"�9 T�:�®.�-�i _ �r�-' ��IC� � G"/ � ,/'ice/�` � ) i � .S"/�.�,/a�"'J✓� t�f4,�.fC C:�94�L,.� �3 L" �l'�1aRI Z�� , �,�ja1/G,�- F'i'�p l� G���'2.JP�i�tK �n%"' cii�iv� T�✓f`-�S 7l/ej,*x-/- C7/7Y V-4p f 7-l'o4V 4,e, ',v7— �� � S 7`� T- U�.0//e� ;T " s /�/ Gd c1T.�/�c, ' V i3O&- (,vle e- 1/", G r7•Z 1t1 Fxa �a�rc r12d H 1-9/ /--c 'rex S'.f/T- Ltd �•eC� . ,�'� �SGtaa Sri %"ice ,�c►,p S ,Cv,� STJ' C fr-zll Id AdVe -: r17e J , c7�f7'- iar t� i-9 s %a .�f /.��TT✓ .� o,�,r.� C=T�a.�s , i. r Sketches & Photos on averse Side cc: Client Contractor File INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North - Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * PROJECT 1Y7111 DATE /d -�5 _- .T CLIENT oil Y�4 en WEATHER eAj1-R/ C-gal-- JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* ROAD FOREMAN* * C4460 _ SEWER WATER OTHER * ,/iJ+zJ�l%xllL D EQUIPMENT* * .S OA4� le el1 * 6 el r /'u CREWS BY TRADE* * * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRES f DNVERSATIONS PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS ETC. 166/1J6 t�'ld YO �4-!- �' ! >� L AT '%� DV ,SC G 17 y �cr 3ldase-�" / Datt'� �4,c�r IN ! 7W e 4-J ,�/6-- -6 �T l3 �K iSGLJ��� � PlP CiUG�l7 7pC 7� �/ o� f �a.9 K u P� i 14 o ti' kf *Z�-5 T � �D 7-V f'?1AJ6 Tao L e �Y 7�j a40 V'- 7-4 ,� 1 c 7cus G act bv'e el Iq Sketches & Photos on *everse Side * cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * PROJECT 7�1 ,c1!>�.� r L /P�7 J DATE * � ���rZ •�/ CLIENT WEATHER Z-16-1-17-a✓eA'f1J97- c�ac JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* * 1fo'657'Te+LrzW sous ROAD FOREMAN* CAtC-115 - SEWER WATER OTHER EQUIPMENT* /O - _;3 - 2A4 Z. CREWS BY TRADE*— * * SAME "IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, it V"' i7✓ P i?l C-�7.r r c; r.3 P-: ,���st�rF / 9 [� ,�cJat!�' �lajc S • �` 7- S 7-7 AJ C c� � rG �' � lodS 7"5 fi�%DcI �T� iPf 'S 7J dif .A Z5--c.t 7�--c� 6 <d 7-6 '0�'ir" �'��; Tr'�,./ !.•G.�,�J jE-r� Ge��/�1"'�.✓l/L�i cd7' �tsn�:,� `T� G�cs� � r'� ��`�lo ct T tFxljrs,� Gr�tFl.�/ 7Ci?5� 'T/157- r Aim ,�� ,� 1 I -le d/Z ' 1' /,Ve1-- Gl) 6-e-1 /,�/__---e -jLIIZ'�GiSC.F��?i- S��v� 721 c��lPcE.T /' Esc/mac 1 ` 7 T� ��,.�4 �/ �i "6 Pi �AE3Lc/ 6' eeCJ E 3 T P/1/15 %/ GEC.��G/ ✓>�G� � s�'c/ G Y,C� Gk/ G,� �1 fl' i.�_'.e� c��-d P3 /�Cl�"'b vCJ���, i's�'l- � 2-C�'� r -- �;�T/� Sketches & Photos on 4&everse Side * cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 S7—,4f- Csi�T�r l�Ds7- 54gOTiJ459 �G/Jr/,ana,,s IYA05- � sa,voTZJ 'T o r!A C Cz A 7'6� IAI.3 �d i'��eti/ G d ,q, r''' L E T� 10 k Qf- 47 A-`'� * y/tCI PAGE fVol�K-sC�•idd �cfc. p F va�i - O -�` °' ,/3/'-- r �C Er rot. Ufa t�677 Plt-- /4"Ie 2cC t>U f'G,r1Gf1 �a`z ,�-�csT t1l'5 ��9 LL2�JZd�! DAILY INSPECTION REPORT SHEET OF PROJECT CLIENT * JOB NO. _ DATE WEATHER LOCATION (Street -Station -Other) CONTRACTOR* * G-4L6e !)0-- ROAD FOREMAN* * IT SEWER �5T�'e- WATER ,yc rzew6:tc- cia OTHER EQUIPMENT* CREWS BY TRADE* * f,�vC+c�r' Pr.c1 f'iC.E y�,�/vG`z. ft * * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. e to a .•oc�/�/�i�le �i�ivi dxi PRatAes'� p1e.t.u� cDr/c o7`.-,� ca��G t crF� Sc v,--S T,�r7- AAI-- rv� F r T. 7-� i1<74 icsAr.�rx ,6g40 iety I- .vc, s c' C.a, � Tamar A,.! 15 : T t7-21 3 r-f e AJ 0Xe-,Fi5-;P- 7 a ..ti. �1,�'o acvv S�,rse�CE l •l%5 r 5 14Y � a f a-G ifS' S'�O .Pu./ZIT 70 Co .c/O v G 7' Ney r �'✓ S krD.e/< To ee o < 5cVss6,0 r�� '� /; is o L� /j D e Xd Sketches & Photos on -Beverse Side * /� * cc: Client INSPECTOR Contractor File ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * PROJECT /hfzi,�lt�i' it Sft' � 1•yd �`4 � DATE f0� J-- Z©cJZ Ilea LIENT k�X-Aj7oJ WEATHER C� f- JOB NO. e2 -%o ets LOCATION (Street -Station -Other) * CONTRACTOR* &6-2-7-G 4 �LilxiS' ROAD FOREMAN* SEWER �i WATER OTHER EQUIPMENT* * a� ANI (1 %i L-Sb /.J'd l-�lD 410 z sir-icr �i.i r.�i-� CREWS BY TRADE* * coon * SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. �T r/ * 7"��- �c��j /�'ME-�.�T /,v s��-�'�/,� �' �� J:../ ,� ✓2"� .. .5 T/� K 7�/J P� 6 . T o u C H P i /o 77�G-Z;) ea4-5 rah' 0 74/ 6 / IUC ,u s/v45- d� A �5 TWA.reD PGS77,'.1,�./�-�` 7—fr�ie�Sr" 6t_l_� e C55 76e 1 S77AfCI) z-1 P p eao /!3 Ale L % p c! A /d P Sum- lU ,�P �Pv 14 P- Al A Ptz�ssc�,e�� G! P n'� s pvxf ��� mil° 71 r !a6 G� 7 Ply �� �lP i23 Sketches & Photos on -Reverse fide cc: Client INSPECTOR Contractor Fife * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * >: PROJECT_ * %vNJ/C-C, DATE * 10�S- CLIENT or- WEATHER * t!ny6*4-s3TCa,:�G/,ov A�-1 JOB NO. cs 7 LOCATION (Street -Station -Other) CONTRACTOR* i5e6-T7-Z-1V6?— ROAD FOREMAN* �_g�_ SEWER * ✓ WATER * ✓ OTHER *✓ EQUIPMENT* 7- Ze * CREWS BY TRADE* AA5, bi�eSs o�1 �3 /,Kf * G,cf _L * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. - r:n / /, f I`a �- !g ,mo o ! �- . ,�!!K� ,<ror / a� ,trot /1 vx ILA L� Gt�6'/J �,��.✓ low /X/c 0 & 4 ,d D V'6 eelr N Q T p v 15eyo ecz 71n se1&� �-4 y lvott'� lQ q , Aje 4 V 1 0 rv'oGc� d! ooJ T AT ?u6T • �i=-/ . ,y✓E 7A-b SL6r�l�'D'iC.. �� Lc//GL t Kam- y 4 rst re �,�,Ll4 tN 7"� Toe �" � Ap f've Ale IAJ CAE k4f- N�� Sketches & Photos on 4Deverse Side cc: Client Contractor File * INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT PROJECT CLIENTS - JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* EQUIPMENT* * CREWS BY TRADE* * * SAME IF NO CHANGES FROM PREVIOUS DAY SHEET * OF * DATE l'd = c�c3 f- 'x!;j WEATHER ROAD * v SEWER WATER OTHER PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. —30 �n �,v �c°tea �►E .� t'o >� r� 7;vr 6-0 T 7-1X IV D C� t�'�c���c r � �riJ n`•L �l�i'.c� - Sketches & Photos on-Veverse Side cc: Client Contractor File * INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET OF PROJECT * %tlpp`,2 ly�Gc- DATE CLIENT * '/774 eWEATHER JOB N0, * D 2 /o — LOCATION (Street -Station -Other) CONTRACTOR* ROAD '1 FOREMAN* * gQ _XA5 - SEWER WATER OTHER EQUIPMENT* CREWS BY TRADE* * * SAME IF NO CHANGES FROM PREVIOUS DAY * PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. !�/� . � D .8 , A/ c. Le7C r1 T7da_l �s 1c h� �c✓.S° /7"'[6Ay Z,�SrAIC j,'V/ /)V 7F-yz,7163 cep-l�c�T s� G / j'77,vG N 14?Z-'A-/A"C-6 -SWf Wit, Y _ J�a�l /iT7.��cs5 t ✓, Power V# 77-64'— c o�/ roc e cm�►D�✓>7' "4+.j .. �Z� Y✓/GL. C-a.�l�'s /.c�' G �1 T`�'T� �'XG",4 Y.•d-9Z� � �-o �7� f��'�- C,¢� �3 t�i�c_. oft©�2. �d9 T��xl E�,e,�AcG �•��' 4 7zr6s _. xqed ;ro a eeo�rt 01r- Sketches & Photos on F%verse Side * cc: Client INSPECTOR Contractor File * ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010. Stone Way North Seattle, Washington 98103-8090 DAILY INSPECTION REPORT SHEET * OF * PROJECT * 71�,vg6e11/GG DATE * /0•-22 ~ :0e-V2 7V eS CLIENT * CZ7-1 o� / '�J7��% __ WEATHER * �?ditG,0�9' Zeif-f J'! JOB NO. * 0 2 - /45 -- pit 6os - LOCATION (Street -Station -Other) CONTRACTOR* ROAD FOREMAN* * GiIlG SEWER * �� WATER OTHER EQUIPMENT* 4 .S'"1.4ze- ,Bzrua6z * CREWS BY TRADE* * * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. TiL- I'KA!>V!525,0 #6- k/Dc/L-D PG-1-e - 7- G�c1S,6/ /G'6 7-21�' PG -1 7- c Y- * � s'i�'�-T �RE�°,A.e/✓�'o�./ oi= d�7'.r�/'L F�'� P.E'd6.���5 /`'�a'�E.v� . A</ / 7w xe/Ss' V lVeAl - P.ea ,,9e-7-il,de- COS-7- IK1 / 7w 4-e 1V4-G c�ct �J,c/ p7i-/� � y G.<t G625 A16AI /Af C 6 4 V /x/05 "--4 4 3 ti ��Q LI� % �� � ,�X 77 A L!T 75 /e- rc . %`L�xj Tp 77 vE Gar iD (57€-rA16x� .S� i�Ev�10ED, r- z�,2 �✓�D 3 '2-©e-' Z (!9 S t//,8 e'44e16 '40111 'te-9 �y ^1,oX-149 7-X(Cr j 41R11.- rt/ Agx /a 6;� r--I U/ S/WF0 P * { Sketches &Photos on'feverse Side — cc: Client Contractor File INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 TO:- FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher And Sons, Inc. CONTRACT NO. CAG 02-106 COPY, ESTIMATE NO. 1 PROJECT: Thunder Hill Access Road Repairs 1. CONTRACTOR EARNINGS THIS ESTIMATE $31,478.42 2. SALES TAX @ 8.80% $2,770.10 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $34,248.52 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $0.00 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $29,904.50 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $0.00 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $1,573.92 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $0.00 11. SALES TAX DUE THIS ESTIMATE $2,770.10 12. SUBTOTAL - SALES TAX (95% x LINE 1) * (RETAINAGE: 5%) GRAND TOTAL FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) $32,674.60 # 1 RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) $1,573.92 # 1 TOTAL THIS ESTIMATE: CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISH/DESC SERVICES RENDERED OR THE LABOR PERFORMED ASD HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNOBLIGATION AGAINST THE CITY OF REI` AND THAAUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAI Signed: $29,904.50 $1,573.92 $2,770.10 $34,248.52 $32,674.60 $1,573.92 $34,248.52 6 0; L rolvI, Printed On: 08/29/2002 City of Renton Public Works Department Page 1 Printed On: 08/29/2002 City of Renton Public Works Department Page 1 - Project: Thunder Hill Access Road Repairs Contractor: Boettcher And Sons, Inc. Item Description No. Contract Number: CAG 02-106 Pay Estimate 1 Closing Dale: DATE 08/28/2002 Unit Est. Unit Previous Previous This This Quantity Price Quantity Amount Quantity Amount Total Total Amount 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 $0.00 0.50 $7,875.00 0.50 $7,875.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 $0.00 0.40 $4,800.00 0.40 $4,800.00 003. Erosion Controls Lump Sum 1 $13,900.00 $0.00 $0.00 0.00 $0.00 004. Metal Swing Security Gates Each 2 $5,000.00 $0.00 $0.00 0.00 $0.00 005. 12" CPEP Storm Pipe Linear Foot 105 $40.00 $0.00 24.00 $960.00 24.00 $960.00 006. 4" Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 $0.00 $0.00 0.00 $0.00 007. Catch Basin - Type 1 Each 2 $950.00 $0.00 $0.00 0.00 $0.00 008. Shoulder Ballast Material Ton 965 $28.00 $0.00 170.87 $4,784.36 170.87 $4,784.36 009. Gravel Borrow Ton 75 $28.00 $0.00 47.72 $1,336.16 47.72 $1,336.16 010. 4" - 8" Quarry Spalls Ton 70 $50.00 $0.00 32.29 $1,614.50 32.29 $1,614.50 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 $0.00 0.90 $9,428.40 0.90 $9,428.40 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 $0.00 $0.00 0.00 $0.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 $0.00 $0.00 0.00 $0.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 $0.00 $0.00 0.00 $0.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 $0.00 $0.00 0.00 $0.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 $0.00 $0.00 0.00 $0.00 18" OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 $0.00 $0.00 0.00 $0.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 $0.00 0.20 $680.00 0.20 $680.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Foot 0 $0.00 $0.00 $0.00 0.00 $0.00 Subtotal $0.00 $31,478.42 $31,478.42 8.8 % Sales Tax $0.00 $2,770.10 $2,770.10 TT Total $0.00 $34,248.52 $34,248.52 M11) t6k o��v 08-!8-02 16:16 HCWL SEATTLE ID=206 632 0947 P01/06 HAMMOND COLLIER WADE L.T,VINGSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DEI-IVER TO: Name- IW',te Benoit Firm: City of Renton I otation: Telefah No.: 425-430.7241 SENT FROM: Name: Russ Snow TOTAL PAGES: 6 If you do not receive all of these pages, please call as soon as possible. Thank you. Comments Mike, Attached is Progress Payment #1 for the Thunder Hills Sewer Pipeline Access Road Repairs project. We are also submitting copies of the Inspection reports for 8/21, 8/23, 8/26 and 8/27/02, for your records. Please call if you have any questions or comments. Russ D Original will be mailed. Original will not be mailed. Date Transmitted: 08/28/02 08-28-02 16:17 HCWL P02/06 S1EATTLE iN�IqODI =206 632 0947 00_yy �3gq m7 mo `pp o 000o >OCCOOO4 . 0 G O O C COO O O [A ooc Mf tA0) (A dlW M r`• NVi IH Hi !»W!»W n N n ch tO a CO • V FA �•^ N 1 M! R � •- O1 IA !H 4lf W C') d! t7 O O O C7 0 0 00 ^ N o a \ o o a c o a o�oo0Q$0000000 N o".RC oC-.q,voivg000uQoo sr�'' mwwLOww0-G" wwwwww�o IT to Q � M 1A ♦9 (f! O O O o O O cc h N o e o 0 o a o 0 0 0 0 0 0 0 0 0 0 0 O f� N p7 N J O O O O OOOONO �ppNOOO n O O ONB pO O O O IoOOA UO0WO 000M O -" W QOQ. C7 f(SoQ" ANHwe, —Hj N! !n 0 0 C. 0 0 0 0 0 pp 0 0 0 0 p 0 0 0 po W 000000 opC�O0 CD 0006 () 0000006 o0 C666 OC 666 Gpp �D O 0 0 N In N N. I, 0 0 0 0 0 0 0 a r. oo�oe�awmus ciswv o o� an d MQ a' �N C-4 fA d'^ r� N'�T N)M ZMWfA61 NI/►fH 10 �9 Hi � r N �A 4•f N t0 O O � � .- .- � .- �•- O fe o A G W C) Ul) O CA a + 0C, o < v 0 to a + n ¢ u E iv m iv c v ¢ Q a o o a E R 3 3 Oi to c w y L a N C 14 o— 6 'C C Z W o o g ¢ 4 0 y 0 O O p E r n c a t E N E ° f v E m INr�,- a °t2� �Gv 00 ���tO 2`�d��a�E v v��o�' a N ai°mm°�mCL w �g' m ° 4 a ao x(n a to UroCO U W om� �Q� aVi aV-i E a=i`0 u } O 7 c O m U cv t O a m O d) R ¢ WZ� r U W� 'Q'U WC�"v c'U U. cn U Z.-F v (D Z fV " if1 O r• CO O> 0 •D N M a Oawp Z0009$ooroj$000000000 0 oa \1 08-28-02 16:17 HCWL SEATTLE ID=206 632 0947 ' DAILY INSPECTION REPORT SHEET '* OF * P03/06 PROJECT ` 1 " en,en, CLIENT JOB N 0 . r+ _ �, I LOCATION (Street-Statio CONTRACTOR* FOREMAN* EQUIPMENT* CREWS BY TRADE* * SAME IF NO CHANGES FROM PREVIOUS DAY DATE - 6 - Z / - D WEATHER WATER OTHER * * PROGRESS, CONVERS ATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. *, �C�LLL G✓�C %i!ULv�- /�l �/'' .�2t'1v'� chi %� ���'`- �� �/I�N��t.- l�!� b 15 post C� L-��5 kat,� (5�- o�n4� /4.7� sei—- A5 t ��rt��-s Sketches & Photos on Reverse Side�� w cc: Client INSPECTOR Contractor � 4 w �� File �' CJ+� T ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 5�%(r)v��Gaff 4�� /4 08-28-02 16:18 HCWL SEATTLE ID=206 632 0947 DAILY INSPECTION REPORT PO4/06 SHEET OF * PROJECT DATE ' 9-2-�, CLIENT WEATHER JOB NO. * oz > >., okz LOCATION (Street -Station -Other) CONTRACTOR` ROAD FOREMAN* _ SEWER WATER • EQUIPMENT* * OTHER CREWS BY TRADE* * * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. w erk 6 c3_3o a e n^ -X- M-�O ��-� fl ga-r y .✓� �{ Lw _� M'66T c,frF...o ItND ..,-� rclt�,-�� t rf E 0 8 YVL Sketches & Photos on Reverse Side Cc; Client Contractor File * % L- ? Wo o r -,",, ,, INSPECTOR ENG. REVIEW Hammond Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 08-28-02 16:18 HCWL SEATTLE ID=206 632 0947 DAILY INSPECTION REPORT SHEET * OF * P0S/06 PROJECT CLIENT _*_ � 0;z �E , JOB N0. " az_1to —Oi-L _ LOCATION (Street -Station -Other) CONTRACTOR* 4 ROAD . FOREMAN* SEWER * WATER * OTHER * EQUIPMENT* CREWS BY TRADE' * Qom t ��►`'m � �'P.�-C $ DATE " WEATHER * SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. � o N S ETC ca : Op _ //�� �" — Z'- 3 � �3-w�, � w• �-c6ti-w-i,.ta�.s �J 7.;7...v�b Z._„n ,Y►•T- l� • SZTNS v t1•l� C-V,�",, , 3 x �0 o c Sketches & Photos on Reverse Side cc: Client Contractor File * '4kF 2 No INSPECTOR Ll�;� I ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 08-28-02 16:18 HCWL SEATTLE ID=206 632 0947 DAILY INSPECTION REPORT P06/06 SHEET OF PROJECT * DATE CLIENT * 9:r--►a��J WEATHER JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* 4 ROAD FOREMAN* �g SEWER WATER EQUIPMENT* OTHER CREWS BY TRADE* * SAME 'IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. ' �N SL-Ts :3o Aw.- lo-OO N'l�cF�:.� Dom .+ h$il �j �cY row axj ��-A� cz-F_� -e-,& le uz>� �cv.� �. �v.ax �. �� d�- 9 e ��� ��lC_ ��„` ��--bZ� �� PcLUD SZ-�i''1��-tj a•-� �-k,� 2� �r o"F CZ" �o� �;�� _ -7o 0 S "To '6 c b� N� 8o,ti. Ti $ ��u:`� w'c� Lo it� t.V4 �o;Vn9 `U`T Ak-a Sketches & Photos on Reverse Side cc: Client Contractor File * INSPECTOR 21 ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 a c W F ommQm 6 m (U U a) C y >> } > N M Q �xli7}7 CUyy N �fn mcc 4k y T m O N � y a p r Q, Cc, p p >M } t C. Ol trv°' Emm m oc o� m 3� oaCr�� N cp O 0- (n M c m 8 T'0 O p N E2 M ..C.. S Ct 0 7 tYm .0 S - �U 3Uj °°m m maa yao xci�w o U N o�oW. 2m C7t c Er9 y_ m>> F V U W aa n .N .� U$ v a> m iy O c a 0 0 `O y N V fC L �' 0 7 5 dl d o wwZa- 0) �Uw��Gt0V) n W 00L)z Fa r 00 Z a o00Qq �'Cpp oo 1230-� cn'T LO (o t-CO0) O d W U Z 0 00008t7CD 9 0000 000 (eo HAMMOND COLLIER WADE LIVINGST'ONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DELIVER TO: Name: Mike Benoit Firm: City of Renton Location: 'relefax No.: 425-430-7241 SENT FROM: Name: Russ Snow TOTAL PAGES: 20 If you do not receive all of these pages, please call as soon as possible. Thank you. Comments Mike, Attached is Progress Payment # 3 for the Thunder Hills project. Also attached are our inspection reports since our last transmittal as well as brief summary dated today that details additional constructions costs due to cost extras and extra unit bid quantities. If you have any questions, please give me a call. ❑ Original will be mailed. Q Original will not be mailed. Tate Transmitted: 10/23/02 Tod Lt60 Z09 90Z=aI 31. 1VZS 'IMOH t0 :80 ZO-tZ-O T CONTINUE =ROM PREUIOUS PAGE 001 w CD m or 3 0 O 7 N O �\ o_ 0 n, rL � o N rA r cb S. A 7 \ 0 m 0 m m ac ur .ryry'1 m N �o G CD CD O FL 0 A fo ro 0 0 y N C of O 0 0 y 0 x c o o a m sr o N I i r w A W A 4 0 u y m ai m' ni OS d 3 rn su co cc co rn a + CLcr a (� m (n a tD 0 cD SD ? t0 D w D D a O m a mm m fn m D 0 -4 toDlnw + � m m m a + o o cn o v, o 0 0 La �lcAcn<Acn�V7VI cnzcoyT�I gfnVJU la -+— — — — — a .� O CJ C,ti N (NTH COT m 3 c Hf Hf W Vi Ni dl j y(pa cn <i1 fA Z N 0 0 0 0 m O C -4CT N N Vf N .4 f� O n O Ch N 0 0 0 0 0 0 p O 07 OD O O O O O O O (7 0 0 0 0 0 0 0 0$ g o 0 0 o 0 0 o o o m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m d+ a) ld9 EA Es fn to N w 40 E» 0 0 V WW A 0) a A r8dfN NfA EA 1— — A O W.W. N -4W N v a O W N N CD .ta W <D •.• 0 0? to O CD CA N O CD O V 0 cNro g o p 0p 0p 0 0 o rn o S o g o p 0p p 0p q 0q 0 o D COD 0 00 0 0 0 U 0 0 0 0 0 0 00 p 0 0 0 0 0 0 r T t2 J p � c� D " ::! 0 0 O O G) N IV �a z ch0 000000 p pp pp CA ON ro N CA c o 0 o e e e o Co O a 0 0 6 N o o N-4 N D r ar (/i c�pp m yA N a1 V�i CT N O A N W 0 O c CA O tO d 1 0) 0) -4`(D oo m;a co ;JCD0-40°�D0 0W00oo0�Nc 000cm, cm (m Ov+O CD o 00000 cT r W O O O O O O O O O O O N O C. O O O O O NOOO 1112 D qq 88tp00 cT 0 0 0 CD 6p 0 0 AV NNp -4p Np O U t o o e— -o* o T W A o CND 0 0 8 0 c c 11 61 Ln d W Wla j V NN0V W V ENO cD -- cA a w o T Oi a O W tD �. N O Oo O Oo O O N A O O O O 0 p O 9) a W N 0 0 0 0 G1 O N Nett O' OOOOOOOOOO �0 OOOOOO CT o N coW L 000000000 NN O 0000 00,E :5 o. w —r w �N 7 co c, D 0 W 0 a a M 0 d R IN / 1 1 T T iVlVllllUY rlVl:�ICSJ 1 jjYMt:nj Sutru;,ary of Wozk Completed for -Mon± of C)G J�-D b-,-, , 'Z 3 2_b(, 4 ; Pro)'ect: Pb( J�r1.c'.4S P I4�c�•4 5 Pad- Estimate Prepared By: Acce *?-ed B7 Contractor: l%�� ��--� Date: 2.3 -J Z Item IDescri tion Quantity Unit Unit Price Arnount t i N1v 6 � G 2� "o L-5 -750 ,W L 5 kZ 0-00 ,vu 5e 2 ( EA 5,000,ov ►� �PE:p G LF zu.cr� �- ems► w T t c �A 9 , �-pp (� 2y LL, pzP ,eft. i�r LJ I WO, Yo t % �t 1 l rt 0 ] �-5 ii, Uol' �TJ kqv-Lo L.S Iz yvD,bo LS It uv0.vo 1-1 L S -3o Ud 2S i TOTALS Worbinz/rdahllmonthlyprogresspapm=t ZOd Lt60 ZS9 90Z=QI 371IV3S 7MOR S0:80 ZO-bZ-OT 0 �74:9 �7d� l � YZ� 90d Lb60 Z99 90Z=QI 3711v2s 7MOI-I 50:90 Z0-tz-al /a - z3 -2®OZz esfc� 22 t,0d Lt60 ZC9 90Z=Q I 9711b9S 7MOH 90:90 Z0-tZ-OT DAILY INSPECTION REPORT SHEET ` OF 3 PROJECT tZ DATE ' 9-zs-oz, wsAo+c�l4y CLIENT WEATHER JOB NO. mow_- no c�ts�S� cS LOCATION (Street -Station -Other) ' CONTRACTOR* ROAD " X FOREMAN* ' SEWER ' WATER OTHER ' EQUIPMENT* CREWS BY TRADE* * SAME IF NO CHANGES FRDM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. q.09fwt . $Pro¢ x hP�t�t6 rntk8 3=,�ot} ti s, E a„ dtit ti • �Tt,� khro-,,,� 5�-re�w.,PS� 8'J '�+�• c�•�e-�-tc�a-� ire- Po,.>Cy c..��i'e..s •�'�-6. itt.�� • Y� +� +tee tr. .�5^r� �ScIF`4� fit` 7(Q1r oR- ca° 4b�2c '�QB. � rr� USL%O 1m Grt'��4 p., �>6S. CItP c�L '7yc wtTE W\ ZEE. ..A;�' r or s ti E D!ct- y CPw EY DSGA @` ^ t�Bq�J - vtgT� rr i MA-tr.► .fro,,,,. De-hnb —tnM 1 5'1 'tc 's e 6 �..�t(( �, d•Rr,,r►s0 }gvtJ e,r� •+h- �=�9 Pit tmr.err-�, �9_Z6t+�...,f`� a Sketches & Photos on Reverse Side _' SPectex M*r.v.nr� cc: Client INSPECTOR DAILY INSPECTION REPORT PROJECT `-jk rkbsf. CLIENT * kst�ltyn JOB NO. * LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* SHEET OF DATE o9, ZA-oz WEATHER °m"- (mot T�i�i TS�L3� ROAD * X SEWER * WATER * OTHER * EQUIPMENT* CREWS BY TRADE* * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. cu s,Ts 8: I^Shall '"i ltrs ,.,� locks•• c�Ec:�_o�; p vuwtQ�a t,o AT c 9of wive _ b . ZS � Npr Yo•.n+D i ni i n poc w wx sCC e•tzr, , ��%novED pt A srs e1 -S7D w l OAt to t F or ¢rc Sketches & Photos on Reverse Side �AliT�2- �orvr..4o,C cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade • Livingstone "1 Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 r Sod LV60 ZS9 90Z=Q1 9111VZS gMOH 90:9G ZG-tZ-GT DAILY INSPECTION REPORT PROJECT CLIENT JOB NO. bZ, - IQ, olZ LOCATION (Street -Station -Other) CONTRACTOR* } FOREMAN * EQUIPMENT' * CREWS BY TRADE* SAME IF NO CHANGES FROM PREVIOUS DAY SHEET * OF " DATE U �wJ15 WEATHER �' G C�tsi �,M ROAD SEWER WATER OTHER PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, s � � S ►� �" l S�k�� ::.��vt..�r.�/y w:- 6 �'� ��� Sim- 1 vim- 7 �•n. Iry ARC. C-J , s L,.)/ �� t �.J jcu�"� 5�ew' . LA) Sketches & Photos on Reverse Side * cc: Client INSPECTOR Contractor File ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 god Lb60 ZS9 90Z=G I 3'Illv3S 7MOH L0 : 90 Zo-tZ-o T DAILY INSPECTION REPORT SHEET OF ' _ PROJECT T DATE 9' 17. 02 yc:xo{�,t-Y CLIENT WEATHER * ^erZC4f7- COW- 4Ae JOB NO. a�-/O -O/2 oc�we, GNa,e� PM LOCATION (Street -Station -Other) ' CONTRACTOR* S ROAD FOREMAN* _Fred SEWER �'/ WATER ✓ AD OTHER EQUIPMENT* e>A,--,�(deC-Ja•Cfacl� � 'ScjO� 75 iR� T s CREWS BY TRADE* /NTI y * SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. /.,v7T� czzceD lv y.t6-r.� g.� srs ``ssCv coN ��i2-�Arro�✓ t�c� ,0,je6 y_ s,! cfr �t/ecoer��G'?n+ * bI AY 5 Sati! P q( R �1y� �wptr �/c!Ty oar T GooK AradB . r,T s'atjXrt`� 77P��sr te,f 0 S 44/4`Z-D n2 ,*V 6eartv6c,u cqe / �Gr l�Is/TT�D zW Y4-OA '�l . Ta 6e r �,cJSTn�c. � n'a � >l�nc�.otya�l F;�aM G.e/fl�� �R R��1'�•4l,u� ✓ot.✓rs , 00 e9 7-5 eL-,- Yp Semis eas t,��� i AJ 1714 e46 0 e vef- C 4:;WK TRH-,cic xc4Vg r7,0AJ ,�/cacl�vns�e�D ZSC725-ASS/✓5 /q PP,g,2� T y �r J-t �� D .4 .eo c(�c./ r� a G a c �l�V G� �. •�-�o s r ,eu.� �3c� Sorb afJ (T(d 4-4--1-1�' 7'z 41 /P Tn 5.5S �oGl� 1.V,9GG E�dGloi S't�JE o/� T.+�.vGlc/_ �,u cOGc��T�D � � v x!D / z u � . ! • SEK/E:e _ C.a � L� .A.o V ! s�-r /6e co✓6Z2 A5r>e �.O-"'-D GF1P•�!�? �o1/E7� T'o -If3z- cyQt.c(C .a-SS*C'; GY - 7` D .41 PGa7' 6 00 TK .o P�� Pv Ae !- �C " A/0 r y W / r,7,0 ,4N0 T tF e_ !'PU S P r/✓oc/�o BE co�tflG /sij�p S,OT't/.eO f"Y �Y Sketches & Photos on Reverse Side cc: Client INSPECTOR Contractor File ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 leA o Lod Lt60 ZC9 90Z=G I 3'I.LIV29 gMOH L0 : 80 Z0-tZ-O T DAILY INSPECTION REPORT w PROJECT 771z1voe1_, ffrtl. _zrrm� CLIENT JOB NO. LCCATION (Street -Station -Other) CONTRACTCR* * FOREMAN*'— �oN EQUIPMENT - CREWS BY TRADE" SHEET OF DATE * - - 200'Z .54r; WEATHER ROAD SEWER WATER * OTHER *✓ s�p,c� y - 27. 7902 " SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. ��-6r.�i• PS,��c�l�.(/� DucrS• �,� P���- �Cc<r,�rvt/ic,Q,��>crS �Y✓lam rGc��d !' llt! b /rJ DiaL�7'•�,/%'TZo�ct Co,c./D�r� iT� ,PL.4f �7J o N �/�3�ky .S/ate o� 2 4� ~ DecJ E ew /,// A/ e-Adf-A—, 4f;_'w641:'rr'5" .. IV16 /-" t5,t1 I-ret- ca S 1'0E o f STD aY . Jid< �oGlc �4O OEQ .5' XOV x f f�l P.4 �S�-,cJD �.Q� B �ro r �vLc �,cl�✓� � = 3 n - CGEa9�v u p ^10,4" K �c rc �.c �ear�L �crvED . O BSc v S S P��� `.vre)e�-i& Sketches & Photos on Reverse Side cc: Client Contractor File s„ 9, �3-0 4 Se't/✓. C(,QI p' Lv �6j 1 , � �kr /;j E -Ro O S K�cof� ,dmG; 10�f 7z' cc,9yP INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 90d LV60 Z99 90Z=QI 37. 1VZS 7MOH L0 : 90 ZO-bZ-O T DAILY INSPECTION REPORT SHEET " OF PROJECT DATE " -Z Z)l. �2dYc+�1G CLIENT WEATHER * en"L << y JOB NO. �Z, �d-Dl p•� LOCATION (Street -Station -Other) CONTRACTOR* . ROAD FOREMAN" SEWER ,gam .a E� WATER ✓ OTHER "' ✓ ',P �f ,��guic.0 EQUIPMENT CREWS BY TRADE* " SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES: COMMENTS, RECOMMEND��ONS, ETC. KIC <l t/ [7 (?,- Sty e-"E6-V'1 1XI" T"1,4T7.UC9' j,�ir .cJ 7 ' ;3& 7w O TV ItfA2�� k;4i6� 1-/41AI A-/.4 i /v 7"� �-.�tf �- Psv,�° E� fv �E � K/.8.8 ,�- ,�! �- � K/Fr Two l� �G�• SG�� � y�1®F �oIr c I r1t AlsP fro,C c'66:�o�ir� P ,d P� WA APB clav6 d am- P A T`(yV,, r7.z A4Ke �! 2-Z- �>� �,,.1-cam -� �� G�-3 �.� � � y- I � �,-' � ,.�- . � I �'�� `" �C.-•� «..-� �'�� , Sketches & Photos on Reverse Side * ���t-,-,^ * cc: Client INSPECTOR Contractor File ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 60d LV60 ZS9 90Z=GI 3711VZS 7MOH 20:80 Z0-1?Z-0T DAILY INSPECTION REPORT SHEET * OF 4 Y PROJECT * �f DATE /'0 CLIENT WEATHER AHatir;�e44 JOB NO. * ©2-i0-019 LOCATION (Street -Station -Other) CONTRACTOR* ROAD FOREMAN* SEWER * Y WATER a OTHER *_ +/ J'rCc 0�/Et�yic o EQUIPMENT' "_�:rQ. ,.� :2„f' f CREWS BY TRADEQ d SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIOg�c AP�OBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. ,ll�/�Z`?,� 9:%• ,r�lf=%r���/ia`�r �:G�=,a�ti�iP . %,�u/�-�',�/��'1� .�r�.e,y���-d,�.t� �'�'-TTc .ci S (�/ ,Eft3c:�'> � G''..nE+'.t� l'I� y��l�/ �r'Oc��..' l�V,(lG �, � G �7 L Ez3 /i��O.f' G/�•/�J.�%Z',(1/r A) �0•.�'rC:� n C-� ��iii'i� r3) / /� ,:�i,JTzi,,e-:�,�-�� �v'��K c'.�9c�G.�� f��° 4st1��ie/ zL'�' , /' /'46' ,a,c! -i72 `` x= ,? r'�A14az',4rc.:Z 4 F 7�✓�is RO F%GL /.4i 1,17V G(f.�J/ A y F i�.�/°•0;7�/'y. i z� ass C�,� 7"L T7�c5 r/,eJO j 47.17-y .#-op s p. e�N7- 7-a 11--,4�V y A,6E> S 7 G�'/J G 7:3 �LcCGn t/'E5U C�K r':G D �`'J f9/ /'cC FOB rw7; A40z?-- . f� fS'GfJ.i S i0 jib ��,o s Fa ,� 7�5%9� c ice/ !_ �� N.U'�Gj7Qas . �,o,�,� /��?'T • ;� � 7-0 Sketches & Photos on Reverse Side cc: Client Contractor File INSPECTOR * ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North . Seattle, Washington 98103-8090 Did Lt60 ZE9 90Z=QI 3171 vas 7MOH 80:90 ZG-tz-ol DAILY INSPECTION REPORT SHEET OF 11 PROJECT h,15'Mt'11- .J7" f/ DATE /4 - 3 t CLIENT * P4 WEATHERAra�/ JOB NO. D 10 LOCATION (Street -Station -Other) CONTRACTOR} * l".LT1"L�� Sc*�/�' - ROAD * FOREMAN* L25; SEWER _ WATER OTHER -- '/ 5t1�.rIR/ ��6uiLD EQUIPMENT if2Q CREWS BY TRADE* " SAME IF NO CHANGES -FROM PREVIOUS DAY PROGRES� C9f1VSATIONS. P,� PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS ETC. Lr� L'C�{�, e1J 6 4-r 4- ! 7ec G A 7ZT72- A)- O iJ ,fXC' 19 G t 7-V * N V C5 L. v '!e---4'') Cr,/ - 77V ,4 ,U �! t / � �a ��vt'11 fj tC .. / 4 X �G O �J 50.4 2 i 4! � O� -' l- %�L�xl7 & / •V / Nci . L c d/.c '.czr3LE 0, /56�cc rL ,A I'rti'r. 4. ixC.Oc�tS�YGc'� f�CJ l�r70— 1s ST' c vF r'�l � Pac_KE� ,at�aY��XP- �� T a,►�� �� �a,47wn � u i--fZ::57-. rxlr> IX0L_ ,���' �rw7 .aAri<SF� ef-,acr-25 77,1.6-y P , �Iz"rT 8ic� dRT(�;A d � flGI�D S !T� ✓/lrcfl�°� 6-15, /9 S T7Q IV f.3R //� 6G- 7 S )- p � / v�� GG� S� � � l •"oo P �1 Sketches & Photos on -Reverse Side r cc: Client INSPECTOR Contractor File ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 T Td LV60 3S9 903=Q I 3711V3G 7MOR 60:90 30-t 3-0 T DAILY INSPECTION REPORT SHEET OF * PROJECT Trv•fjog�z A/fot- n-J DATE 'r CLIENT WEATHER * 1-161-zr 430!',ecf7- c;2aL JOB NO. * c� 2 - !D _ p 2- LOCATION (Street -Station -Other) * CONTRACTOR"' fjd67TclyKZSOAtJS ROAD FOREMAN* * C,4CZ,,� - SEWER WATER 3'ns+s� OTHER EQUIPMENT" * * * * C.rfYF= i�tr�i'�1GC c.�=5 , • ��x� -�- S,d.c./ �J,�.,a-�o c�4 G�tS CREWS BY TRADE* * �6•duca 5 r * SAME IF NO CHANGES FROM „PREVIOUS DAY I PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMIvjLNDATIONS, ETC. i� L` d � ,'/,s- t /� ;� r`iEF J �G- F DrJI_c�� 7= A Pam' lu'5 (t-) rt.. �� • t�' � !' �� �'_ r3.e'.,D D - � i 7� F: /.cr �, � i? �,DF.F i i.,c,, s�AGc c�r1 x - G, e1r 1` e- i ti6 ,6-/,6L,n ,�'cTa.�LI��` c..ael,1c1r c� C4I-e-5`• 5�7.�`j'7Fix— Alm i L p l,,,4 7`7oic! ,q '7� A" i-V d' /T6� s'c�EO cra �X ti Er SOS i`s y.�/ol1 c -T� g (-x-1 t-,-t T-"'-�Y 6 ea ,o/"J� r C-�'E=•J' .�•7'..�..i��-o ..o3��r' .cloo,v' �� L.ocs�. -•a7' G.o-�!o u Y" r P % rj 2'`� c' r`C�y✓ 7�'�G 'Tim /.v C/ 7 tl s c//GG J��7k lL� 1l �= iCl Lrb</ST D r�Pa6 161-4- 0,e- i A r 0 l� CO�ct7� �",�c� c ,�.BUESr �Ai�:.�,�,� T�P� �6 � �� �eK p3cLc.� v�..•O �-y G Y,CIG� Git�G>f� cQc/ .e,�,e�r �,o.��ic..�:D K���T � z`d47a�s � W 1 n,1 � ra.�.� i��caa r� tF 0 0 /1.fL� o F �,e��5dk.� c,� ,��,� �, ,� � T�sr6•s � i��F,vr r s .A v,�ric. d�cE Sketches & Photos on saeverse Side * F� * cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 CAr&- fe S. r �'�vc�r1B� x&1,Jr70-- 'V/10 6- )'� sai✓o7U56-,!� e,0 HjO61 7" 0 rX C— <5 A 7-Z� !N s rAf d a Ar - G E 7217 P �' fd�s (� � P /CLG �a eP� !rt% /dG�Q CU � � �'-L�-s'T 11 •�' S'!�Er.�/�Y L C;�>?o„1 Z Td Lt60 ZS9 90Z=Q I 3'I L Ld3S 'IM�H 60 : 80 Z0-t�Z-O T DAILY INSPECTION REPORT PROJECT ' CLIENT ' JOB NO. LCCATION (Straet-Station-Other) SHEET OF * DATE * - 2co-r WEATHER * ✓2w4odsY CONTRACTOR* G'.ys�B ?_ z'7-r'-' *C/L ROAD FOREMAN* *`� SEWER r WATER � c !G Lieve cG c, � to &,,-t) k 6t,4& &l ciGi� le' OTHER EQUIPMENT' * eO,a'::iar- Pr,J CREWS BY TRADE"° * SAME IF NO CHANGES FROM„PREVIOUS DAY__ - PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. * I-je5Nfv 7:'A5 r/✓ / T/vf C.�Nc rd Go�am/� ) lee4C'�4fv GENc,�r�C,�'E�+-�� cL �-( .-r .v u i s v J �v 6P�PTX/ �X�° `,�Pp6C � IS+p�,e,r06E' ♦ b t-7 !7 /S'o f GD�Ic°�7-I� P/L/•t1G, ✓JET' p s 70 co,c/ovGT ea A-/'RG6-Te //✓ L�`��il /GG� � D r SGuSs&D �/�L � Sketches & Photos on -iReverse Side * cc; Client INSPECTOR Contractor File °' ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 S T d LV60 Z09 90Z=C I 31I11V3S 'IMOH 0 T: 90 Z0-tZ-O T DAILY INSPECTION REPORT SHEET " OF " PROJECT /WU,u,DEP ff� J%:P12C W/LE4 c' DATE * fCJ- )- 2CU2 �! fit✓ CLIENT WEATHER °` <54.L tJy X .der jOB NO, LOCATION (Street -Station -Other) CONTRACTOR"' xf`�i G'Ni5?�St�.c1 s' • ROAD FOREMAN* SEWER * ✓ �AZp WATER OTHER EQUIPMENT' CREWS 8Y TRADE* ri Gi9`rl�� /,ems<Tcrot" * ,c�o� c,�� C'�i'c�•D SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS; PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, i_r 2 /ti c�( Pr -7 15L c/C H 7dAloT1GF_;D r4i/LG�3G Lr` 6cXIG�4!%vr �-��►-� �h4 t<� 7/'�r�-v�Er.vc� bra rv.c! PG.6�T<E_ � 7>r'��� I'�� L.G�.<-'C/.� A el L7 P/G`PGA/,cJfv rST'!./75 �SaV STV 77G /o Ps r fl k-0 P n�13 �� Ly 61 ." ap /Pv � P• �� ,vo7� rY e r1 % �a -a T "P,44—r4Tbr5, Sketches & Photos on Reverse Side " 14 4 cc: Client INSPECTOR Contractor Fife ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 4 7V 5 IV 5C re LGVeG` K/ E� � Y CAGE& 7-U'ZF.5 4", 1�- ?a Tag E C A 4 e e 8T/tTd Lt60 ZC9 90Z=GI 3711vas 7MOH 01:20 Z0-tz-OT DAILY INSPECTION REPORT SHEET °i OF PROJECT_ T T/ 7iND � /` G- DATE �0- 8- ICO2 CLIENT r WEATHER '' 0P'6 ¢ S 7- Qv�z /a/ �'•�J JOB NO. * a7 - 4c� LOCATION (Street -Station -Other) CONTRACTOR"'��(Ll¢ So�S ROAD FOREMAN' r=z A" SEWER ✓ WATER `✓ OTHER - EQUIPMENT* /d -7- Za oZ CREWS BY TRADE* no ' 4'4Y ' k'f'y/57,--4 e,L- 3 r-- A< y19 ' Tr73 7 * S.AME'IF NO CHANGES FROM PREVIOUS DAY _ PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. .: 77) PPl--D s xror~ 11-i a,e ,cfar Ac/,a/G.Os�D g / 7�w�s �? ,pflst��•c.� �rN rU f�-D� Ali?( ad jot., S64 G. C/ c,A � WAS Td' lv Ex/ loth-1x10 u 4.110 L) 6-7 M .cJ cox 6C/ ,aZ)v�szr3: /J 7— 7a SX /vad-c'15� /p, q . �o Z 2Pseu>x 0 C.a c &�5K ,' v 1 rE a we rLrS7" �U��' . rs're �cr�K r p 1/i S d rt/ ,S-04.1"Z6CGr- �pGG o KluP B Go d- �t/� Sketches & Photos on 4ieverse Side M cc: Client INSPECTOR Contractor File ENG, REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Store Way North Seattle, Washington 98103-8090 8T/STd Lb60 ZC9 90Z=GI gm0H 01:20 ZO-bZ-OT DAILY INSPECTION REPORT SHEET OF ` PROJECTDATE * la - Z C)o CLIENTWEATHER JOE N0. LOCATION (Street -Station -Other) CONTRACTOR' ` FOREMAN" " EQUIPMENT* ° CREWS BY TRADE* " t ROAD SEWER WATER 07HER SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. 6z�J -.u�/4> - -/4 - 28�2— cSClc 6-- IIJ7 -E7 e-:1—/C- -/CiGC /o- /-7 s TE o %j �' C ,jt� 7 ZF afro r Ito o .ct 76 TIdl2 e/"cx1 G t GR IP- �•e x/� ti`74-;�D 7-2> ec/ Sketches & Photos on -Reverse Side Y cc: Client Contractor File INSPECTOR Hamnond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 ENG, REVIEW w 91/91d LV60 Z09 90Z=GI 3111vgs gm0H TT:90 Ze-tZ-GT DAILY INSPECTION REPORT SHEET OF * PROJECT lt�cl'z� c_ DATE CLIENT --j d r`"-�7�' f✓ WEATHER _ JOB NO. LOCATION (Street-Statio)-Other) CONTRACTOR` *�rrrs��J ROAD FOREMAN* m �_d�f - SEWER >o - WATER OTHER EQUIPMENT* CREWS BY TRADE* * H :>F * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECONA.MENIDATIONS � ETCH otdi 1/esZ:f> 47 - ,older si`-' l/,` 31--> ,�•�1.E1�c/'' C'l Nr* e; iN . xLr16 s . .C'a'� iv a� �o� �c c"�n v� o V6e-s 17 4- 7 1-0 c ,4 Tea e f el'- P/ � U S /ems T -�•P ,j / 7d'TZ*12-'T 1 Ems' cd sa Pc� A o uT 2 Afl�Its r-F /J 1--7 n A-- I—A4.07- S o ,� F��viSl t� 1-1777Xk S Po wa✓ ` 7 '� c�� � �v�rn •e a�e,lDcl 1 Y' 01 c �r- //-j G od r2'-n GUSSG"Z) 8/✓4 F1/� ,� v As T %V7TlL�S PGI�'S Drl, - CGc ,C/GGP �ytloE-GT U 7zsct,u, cr .z�/�¢G 7-� �y�GG � P.,� j?D � Dry !�i �2D D,�GCL�D f�aGE�' J . � /�/L,C- GG f��YG�•i.rl, Sketches & Photos on Reverse Side cc: f 8T/LTd ClienT Contractor File Lt60 ZS9 90Z=QI INSPECTOR W ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-SO90 31. 1v3s r1maH T T : 80 z0-bz-0 T V,s 714 VIA . tr 4 11: i TOO 30idd snoM36d WONd 3nNIiN00 w � ii eeA_ l!1I ah k F PROJECT DATE * lC, 2 ' ZG�Z 742eSL CLIENT * _=; nl v� }'�•'�''� WEATHER /JdF-.�G.AST L47?' Sao r JOB NO. � ---. -o L /e) -- LOCATION (Strett•Statlon-Other) CONTRACTOR* * %G`rTLitt� ROAD FOREMAN'' 6— SEWER * WATER * OTHER EQUIPMENT ° CHEWS BY TRADEh " SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS; RECOMMENDATIONS, ETC, 51 T6- 179-� lap ✓i 525 J> /46- Lt110v4 0 - c ,a- & � �ts-s �,a� 7-- «'GIS,ygJ S-rlR Fi4e /4/ ��•`� /G� T� /'G o T ��'' /�c!!G J"' �0'e, cr,, SS G�J Iecl55 S.vo�l `�,OGE �.ee A3 ,a 4 Gc5 ,d�7-zlAc- COS r GC/ / %v A Tv�4-� � � A�vT7 %! 5 GAGGED f W cE� 14> dkIzO V / S /Cif-f14-ja6G1119 1116 G'AG�,B xE-9rid.A L/TJG/TJ� kve /e i �,� r/C n >V c ��c�e �c.�1 �<1 n. �--�,e v✓EG' /o - 2 3 - �� �• � �' /7L� � � t/!.e t'il-e,vE • G',��E>5 ,�Di/�SE�J es7-0�s C-/ EaCr-6-v7-4(,�-- T s e<JE GD xl 76'e T�`� S7- Sc> r3E cdtil "OL6-7-� Sketches & Photos on'Rcverse Side * cc: Client Contractor File INSPECTOR Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-6090 ENO, REVIEW x 9T/eTd Gb60 ZS9 90Z=GI 3111H3S 'IMOH ZT :80 ZO-tZ-OT TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Boettcher and Sons, Inc. CONTRACT NO. CAG 02-106 ESTIMATE NO. 2 PROJECT: Thunder Hill Access Road Repairs 1. CONTRACTOR EARNINGS THIS ESTIMATE $66,834.80 2. SALES TAX @ 8.80% $5,881.46 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $72,716.26 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $29,904.50 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $63,493.06 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID 11. SALES TAX DUE THIS ESTIMATE 12. SUBTOTAL - SALES TAX * (95% x LINE 1) ** (RETAINAGE: 5%) FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) RETAINED AMOUNT (Line 8): ACCOUNT # 421.000400.018.5960.0035.65.045340(45340/5354) CHARTER 116, LAWS OF 1965 CITY OF RENTON CERTIFICATION I, THE UNDERSIGNED DO HEREBY CERTIFY UNDER PENALTY OF PERJURY, THAT THE MATERIALS HAVE BEEN FURNISHED, THE SERVICES RENDERED OR THE LABOR PERFORMED AS DESCRIBED HEREIN, AND THAT THE CLAIM IS A JUST, DUE AND UNPAID OBLIGATION AGAINST THE CITY OF RENTON, AND THAT I AM AUTHORIZED TO AUTHENTICATE AND CERTIF TO SAID CLAIM Signed: r� $1,573.92 $3,341.74 $2,770.10 $5,881.46 GRAND TOTAL $69,374.52 # 2 $3,341.74 # 2 TOTAL THIS ESTIMATE: $93,397.56 $4,915.66 $8,651.56 $106,964.78 $69,374.52 $3,341.74 $72,716.26 Printed On: 09/26/2002 City of Renton Public Works Department Page 1 Printed On: 09/26/2002 Project: Thunder Hill Access Road Repairs Contractor: Boettcher and Sons, Inc. Item Description No. City of Renton Public Works Department Contract Number: CAG 02-106 Pay Estimate 2 Closing Date: 09/26/2002 Unit Est. Unit Previous Previous This This Quantitv Price Quantitv Amount Quantitv Amou Page 1 i 1 Total Total uantily Amount 001. Mobilization/Demobilization Lump Sum 1 $15,750.00 0.50 $7,875.00 0.00 $0.00 0.50 $7,875.00 002. Construction and As -Built Surveying Lump Sum 1 $12,000.00 0.40 $4,800.00 0.20 $2,400.00 0.60 $7,200.00 003. Erosion Controls Lump Sum 1 $13,900.00 $0.00 0.50 $6,950.00 0.50 $6,950.00 004. Metal Swing Security Gates Each 2 $5,000.00 $0.00 0.00 $0.00 0.00 $0.00 005, 12" CPEP Storm Pipe Linear Foot 105 $40.00 24.00 $960.00 33.00 $1,320.00 57.00 $2,280.00 006. 4" Corrugated Polyethylene Drainage Tubing Drain Pipe Linear Foot 25 $20.00 $0.00 21.00 $420.00 21.00 $420.00 007. Catch Basin - Type 1 Each 2 $950.00 $0.00 2.00 $1,900.00 2.00 $1,900.00 008. Shoulder Ballast Material Ton 965 $28.00 170.87 $4,784.36 356.08 $9,970.24 526.95 $14,754.60 009. Gravel Borrow Ton 75 $28.00 47.72 $1,336.16 66.32 $1,856.96 114.04 $3,193.12 010. 4" - 8" Quarry Spalls Ton 70 $50.00 32.29 $1,614.50 94.40 $4,720.00 126.69 $6,334.50 011. Road Washout Repair, between STA 6+65 and STA 7+30 Lump Sum 1 $10,476.00 0.90 $9,428.40 0.10 $1,047.60 1.00 $10,476.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area A, STA 012. 8+30 Lump Sum 1 $14,000.00 $0.00 0.50 $7,000.00 0.50 $7,000.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area B, STA 013. 10+50 Lump Sum 1 $14,000.00 S0.00 0.50 $7,000.00 0.50 $7,000.00 Streamside Restoration, between STA 11+60 and STA 014. 11+90 Lump Sum 1 $7,180.00 $0.00 1.00 $7,180.00 1.00 $7,180.00 Culvert Pipe Removal/ Utility Walkway Bridge, Area C, STA 015. 16+00 Lump Sum 1 $12,900.00 $0.00 0.50 $6,450.00 0.50 $6,450.00 016. New 8" diameter water main replacement Lump Sum 1 $14,000.00 50.00 0.40 $5,600.00 0.40 $5,600.00 18" OD x 0.375" Thick Steel Casing, Casing Spacers, and 017. End Seals Lump Sum 1 $3,300.00 50.00 0.40 $1,320.00 0.40 $1,320.00 018. Trench Safety Support Systems Lump Sum 1 $3,400.00 020 $680.00 0.50 $1,700.00 0.70 $2,380.00 019. 2" Diameter, Schedule 80 Pin Pile Linear Foot 0 $0,00 $0.00 $0.00 0.00 $0.00 Subtotal $31,478.42 $66,834.80 $98,313.22 8.8 % Sales Tax $2,770.10 $5,881.46 $8,651.56 TT Total $34,248.52 $72,716.26 $106,964.78 Q I �� 09-26-02 09:0S HCWL SEATTLE ID=206 632 0947 P01 t (ro HAMMOND COLLIER WADE L.IVINGSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103-8090 FAX NO.: (206) 632-0947 TELEPHONE NO.: (206) 632-2664 PLEASE DELIVER TO: Name: Mike Benoit Firm: City of Renton Location: Telef" No.: 425-430-7241 SENT FROM: Name: Russ Snow TOTAL PAGES: 17 If you do not receive all of these pages, please call as soon as possible. Thank you. Comments Mike, Attached is Progress Payment # 2 for the Thunder Hills Sewer Pipeling Access Road Repair project. We are also transmitting inspection reports from. Aug. 28 thru Sept. 24. Please call if you have any questions. ❑ Original will be mailed. Original will not be mailed. Date Transmitted: 09/26/02 09-26-02 09:06 HCWL SEATTLE ' ( �OCCOO i O C o o NfD 00m o o0Oo0 S OOOOG 000 0 omd w i 0 0 G 0 O pQ OMi M o 0 W ko o ON O ce t�D vOi f N 07 v) N co c ep O M co M1/fi w � Uf w w ffY W. Ki k� 0 N Q O pE~ w ,.m! J a J ai Q (n F Z_ N 3 Q 07 :3 3 Q Q �o po C3 mA--. 0 0 -' az- p O 8 O O O O 0 0 0 O O O O O o O f� r N cC V cD b u"7 O �o N N[Y •- 0 0 8 0 0 0 N m o PD• $ 0 0 0 0 O O 0000000cp N V4 g000Q OO O Lo N N N O " cl M1 %� K7 cc�� O .Q W � O O COO coOD O r ? tD M of C v h� �w va wdfines4w wen�»ersiAin 0 o O p o N p� Q C 0 0 0 Q O O O I O S M r tD to V r to to O N M N M O rn d> o u o 0 0 4 0 0 0 0 0 0 0 0$ o 0 0 0 0 0 QOOOOOOo oOQcDoo$o000 cD M1 47 O O O Q Q O N O C P M1 O O O O O OO M1 Of F- M1 O QJ O N �fY O O •- Q O O r O) O C7 O D N N 2'7 O r M1 N c+� O V `C 1� N v M M O V Ki y dr N M1 M Oro d {A d) (fl FA di EA vi VD to d+ � W m WB000gooaBS0008o008 ooCOOaoco<Doo$o000 V O O O N h N N M1 O O C O O O rW O�NC�Ni di fAV OOr 0- C')v 2 C4 M t(j df O V r M1 N_ 'Q M ui CM � y� � C^ 6% 6o 1I► d> z N N E ^ O a0 o .O . p � � Q r Cf �a QQ � j J J N J J LlJ D D O J J J J J J J J d a o Cow + o +ootD = --Q'— w ¢ +v~ivri^c~n m w d Qgca �U Q d D �¢¢ cc¢ N C O Qa Of Of ED OI p-1 O G �o -w-'D c c CL m ~ m m r m d > V H r i N Ol y d V w C q f6 N Ory w1 b O Z p` ai S' 'S c U aEr N Oty at c=_U u oQ =a r y o 0 0 0 w aci c E o� .pm zfn�� )� � v E m c c m c o a o y o E d } c E c o o o c oL2�Im 'tU 0) a20° oxmw d Ecw m O0r0 ai _A22: d? 3 aci uJ V W OO N N_ 16 r O a' W� 2Qu1�r?iifn�7VaCJC�fnUZ�r w )zr O5z N M 'q9'' UeDM1o� mOr NM V o<OM1� O C O O S m O O S O r Q r r o a0 a W OU Z O O C o 0 0 0 0 0 0 0 0 0 0 o a ID=206 632 0947 IN 09-26-02 09:06 HCWL SEATTLE ID=206 632 0947 DAILY INSPECTION REPORT P03 PROJECT * -T4vr.t � � paP- CLIENT i tc, r-kTo,a JOB NO. * 07- - to LOCATION (Street -Station -Other) CONTRACTOR* * SHEET OF DATE * WEATHER t4o c1d..a t- FOREMAN* ckyjgROAD g — SEWER WATER OTHER EOUIPMENT* CREWS BY TRADE* * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, ot-i s r T� B'• 3o k S: 30 (�"`^• 7w�CL t M•'S oN 5�'T L � ' �'►�/-v.'� Z �+ 6r Q.�d�(Y�®S Z�r cttusEt-�cl st�.�ldar �atl..c� b(.g Tres b�az"�,� ,.. ""es eo,,f t DU_P -rk( �o k uo� -k" E�CaUA�7� Pm� PDS�•ab� ar+' GQEwij�ad rack uJc.(l Sic�Q J� ��5�� R D;or h 0-* C e k B <-z o`v\o4ro..� D��nnDi< �r� a,� sr�t- ��« (IL �Pti<<- rio,�.`.��lE 1� $�,ao�"^• 1 Sketches & Photos on Reverse Slide fAO'\C a c"C' a cc: Client Contractor INSPECTOR File ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 i i i 09-26-02 09:06 HCWL SEATTLE ID=206 632 0947 PO4/15 DAILY INSPECTION REPORT SHEET OF * PROJECT * ��tl.'^�C �{,l� SS DATE * Y>�Z)-IJZ�U�t,C� CLIENT G' WEATHER = JOB NO. * '2-. -- —l9 /'-- LOCATION (Street -Station -Other) CONTRACTOR* ROAD FOREMAN' SEWER WATER OTHER EQUIPMENT* CREWS BY TRADE* * SAME 'IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. d 1 f ,��,�(C ��?".,..-S � �� y��e.�.� �j ` JJ, � • ^�i.Z�dr' C'S� � S o c% /�!/7.L�i f �Gy�„ ` "" cal "`O G �✓ . /� i �'Gfii vffv ���J+�j V �i ��yZry-� 7U �1�� G S4'� �✓ N �� G f i �p� - hwl� , ---- ,�- p.4 f,� ULt S1 � Z� �'✓t Gv� � l � /2 `• vv .t Sew GSw�-,7 c , Yl �,, v"�S (y�,�g rv+ ��L �C-rn� .✓. Yr.C� 6, j e-� U/ i . Gt L�nn ol,� • s�,,�� �, , �, r,J oc �o� h Sketches & Photos on Reverse Side cc: Client Contractor File L 'SPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 09-26-02 09:07 HCWL SEATTLE ID=206 632 0947 P05/15 ApmC -- 'ok,-F- 0 09-26-02 09:07 HOWL SEATTLE ID=206 632 0947 P06/Is DAILY INSPECTION REPORT SHEET d4 OF PROJECT * -- DATE 9- CLIENT * �NTbRi WEATHER JOB NO. LOCATION (Street -Station -Other) CONTRACTOR" ROAD * k FOREMAN* * SEWER WATER OTHER E(aUIPMENT* CREWS BY TRADE* y * SAME IF NO CHANCES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. � cry � .� a ems- bza,,.� C) - a -z- — oZ vv..ar-�•� t-t�, lid � � � �� � D tao� «� � ar � ;� s}� °�� ��"•o � p``�s Se*\Ls K$ a ooarr) b-041,- T c. 3?' ti "S a 90.99 `DNS Ac'R-e� "a S-t> R-F.1- �' o cam- 'r o c.�C- a r� 1 S"� ' �o FrR-Fc►.T� (r�'�- `''''`J3 h a g R-o wl At4 Q n0 ,a �e.c b0 S e Co n p ,. tk L A-r k ( -+ ,o o (� �Z ke-L �p A, 04'0\ 'Cti o f r,o.,. Sketches & Photos on Reverse Side cc: Client INSPECTOR Contractor File ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 09-26-02 09:07 HCWL SEATTLE ID=206 632 0947 DAILY INSPECTION REPORT P07/15 PROJECT * T+t�•�Ec� •�.�� ?s�Q—PT%m CLIENT JOB NO. R�•�n LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN' EQUIPMENT* * CHEWS BY TRADE* SHEET w OF " DATE * 5—aj_a2 WEATHER - mtoo'g ROAD * K SEWER '0 WATER OTHER * SAME'IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. -Z `d .'39 Z Ns : �©a� t�� �?' Al 1 S .' i� S� C o r.�i7R d� �.A� L� O 4M, A'e ^'C ►+4rc,W b� �C- �bnnoCfow to �.DJ Ala^-\ Sow- % 9 . ) 9 O t l Q Sketches & Photos on Reverse Side cc; Client Contractor File * INSPECTOR * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 998103-8090 09-26-02 09:08 HCWL SEATTLE ID=206 632 0947 P08/15 DAILY INSPECTION REPORT SHEET 4 OF * PROJECT V j4 ks IF-,� L a.� gdiDATE 09 - o s—o'z- CLIENT p- WEATHER JOB NO. LOCATION (Street -Station -Other) CONTRACTOR* * ROAD *R FOREMAN* ScWER EQUIPMENT* CREWS BY TRADE* WATER OTHER * p1cE►�,� `M*4'y, kFoV Y-o�.�G '\- * * SAME 1F NO CHANCES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. * og -.3-zi, PCNN- - 6'. oc> C-fLz— ski<a..ti. Doss 0.s 9 + 30 *tp, oK nrf,J �Z" NC_ A� r CA, a 00 I"` p i„l , O:Fr-Si t c T'� PwA fJa Sketches & Photos on Reverse Side cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 09-26-02 09:98 HCWL SEATTLE ID=206 632 0947 DAILY INSPECTION REPORT P09/15 PROJECT * Tr��►z 1� �' �a.,no.v��LC3v� CLIENT JOB NO. io— orb LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* EQUIPMENT* CREWS BY TRADE'S SHEET OF DATE WEATHER *"- ROAD SEWER * WATER * OTHER * SAME'IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. �,3o pp.,'f ` * Q►J `'�Z'� a•Go Acv+ti -- �j' t' 5p�x � b -t• �p C..o..�.re,�e-, b rZ�e.- ems.. -% � � �' c.:� � r-�-c=�- *tom' c,:., • r �� � -co $ 3. C I � �-r-�� `�-� ti � ,�ao.� ,�+.� ems'. �. �cv�a� •rn�� - �%Cl..t �' p Q '' `..5 `.77'�w.a � Nq l � � � ,•- c,�.,,� b�-�•� "Cb `�'�- �l'C i `Q!` O�r°�a'S i<* `D sue., 14cA2Ctipr�3 rr�c l�+o--�U-•s�--^�L'.aY.•5 � BT.1 S t \F_ htT Z• 5c. �.. — -� = �`a` 1 �Ql�v �p 2-4 �� �.J•4^c�.� 2 :�,-� p .ate' t4 -� �, INN J Sketches & Photos on Reverse Side cc: Client INSPECTOR Contractor Fife ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-6090 09-26-02 09.08 HCWL SEATTLE ID=206 632 0947 P10/15 DAILY INSPECTION REPORT PROJECT * P�0 L CLIENT * eEP4.ToN JOB NO. * Oz - ►o - o�z LOCATION (Street -Station -Other) ' CONTRACTOR* FOREMAN' EQUIPMENT* " CREWS BY TRADE* SHEET OF * DATE * 9 - d9 - c, z oMo WEATHER * Any - so :) 60 S ROAD SEWER '' WATER " OTHER * " SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. w o8 3o � f4'� ld oo It7� �yrak asp C....,\�ntit-� u ti (L g SB., y lZ IZ N.o c gp tow p \.o A-mp ► 12s.1,. t-R—x��- , /.�C- � O Novi 1-43 O 14 S � i � O.� 5 ©►►n a s L,t_ cicc.eda to4--0Clbc� wPi-i rl S rrys F►sE+ Q-ocl-- t_ S « 433 1 � L tjLu S�-rc , 7-9 d rtniS Sketches & Photos on Reverse Side cc: Client INSPECTOR Contractor * ENG. REVIEW File Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 09-26-02 09:09 HCWL SEATTLE ID=206 632 0947 P11/1S DAILY INSPECTION REPORT PROJECT pF R- �\\ RA R Sn-a i?-�arm CLIENT M -- JOB NO. * oZ;-No -o LOCATION (Street -Station -Other) CONTRACTOR`' FOREMAN* EQUIPMENT" * CREWS BY TRADE' * SHEET DATE * 09- `e WEATHER ROAD - SEWER WATER OTHER SAME IF NO CHANGES FROM PREVIOUS DAY - PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC, �+a ... :00 se"� 0-i �a o'W h , -Lu A Q a ,,cw �a gArS.N P`r S D� u Y"D F Gn-�Ct �E a 4�R,► V 1 n � i U D rc, V. rE 9oN L� � t!✓�oV �� . �-'� o �-Fs 1�„r. ,►cZ- l : 3 a �r�• � o �� ,,,,, � � A-� Z 3 a P� , p� �� �5ft5:1, A-r 8 Sq t r. 1 l V �P of tZ etl= MOO �t�ES 1 ' L-F o-�- I I ( F\.k-- Sketches & Photos on Reverse Side * nn ncnD�- cc: Client INSPECTOR Contractor File * ENG. REVIEW mi i Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 09-26-92 09:09 HCWL SEATTLE ID=206 632 0947 P12/15 DAILY INSPECTION REPORT i I I I PROJECT * -THQrxo&(1- H-4U PLC' r au CLIENT f-6�ror4 JOB NO. *—4--to-otZ- LOCATION (Street -Station -Other) CONTRACTOR* FOREMAN* EQUIPMENT* CREWS BY TRADE* * SHEET * OF " DATE WEATHER l ROAD * �c SEWER WATER OTHER + * SAME IF NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC * 9 N S +TE Qu : t9D Arw� - b'; O O �'� C.P�t> p„4.ip S'h�`D �{�S q3" 5�-�.-c� W1,•.�E�t w w rC4- c V- w P4S . Lperoe& Sketches & Photos on Reverse Side cc: Client Contractor File I INSPECTOR * Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattle, Washington 98103-8090 ENG. REVIEW 09-26-02 09:09 HCWL SEATTLE ID=206 632 0947 P13/15 DAILY INSPECTION REPORT PROJECT ►t�r+o R 44�1.1, i gx,�,,01ons CLIENT * Qom►-tiTar1 JOB NO. olZ LOCATION (Street- Station- Other) CONTRACTOR* • FOREMAN* EQUIPMENT`S CREWS BY TRADE* SHEET * OF * DATE WEATHER ROAD * x SEWER * WATER * OTHER * * SAME 1F NO CHANGES FROM PREVIOUS DAY PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. * 6" S t)Fln M Pn. a.�, . vy�., w( 4' ca.� � r� � � o�►�o ...� � k�-. c,o,,..:.,,�3c-�c-. ���b � �, A1>au M� i�Fr—�Ca/ru_ hwQ Canc�rJttL ";ma�..fro-', S�a�FC p-- �� � (L,vq No Sketches & Photos on Reverse Side * cc: Client INSPECTOR Contractor File * ENG. REVIEW Hammond, Collier & Wade - Livingstone Associates, Inc. 4010 Stone Way North Seattie, Washington 98103-8090 DAILY INSPECTION REPORT SHEET,=— OF e.SS DATE �t U UG ",4 PROJECT WEATHER�"� `-- �, CLIENT ■ tJ� Gt JOB NO. * LOCATION (Street.Station-Other) ROAD CONTRACTOR* * SEWER FOREMAN * * WATER OTHER EQUIPMENT` * CREWS BY TRADE* * f, ME IF NO CHANGES FROM PREVIOUS Y PROGRESS, CONVERSATIONS, PROBLEMS, DISCREPANCIES, COMMENTS, RECOMMENDATIONS, ETC. Covvw dW7 � 5-13�� i' Jl✓ , ,� <.�. //�� I� Pit �` �f'r�P,e✓ `,I ; (iciyt.�•G4 `4•� �� ,Q' GC`� dt,.GSc� 'Y`7/�-� �' /f2' ' (�67� �•f �i (��- / t r.'^'FW ,%'vv1Y''w 3�ry r�s/�.t-it i' A- .�• LU �U-( �c•��-,rzi,,,r:��jGcrs•✓.�� �•^ Gvur _ L�r� � bU G�k�. G�-E. f �,�✓I�-�a'� L� tf� �•e, �.rt�� �N� 5 �'^'-�'t-. (/'-d SS Imo, 'fk S { , i� -� CjCTt-� S_l1r .�v►^ �'rcrwv 1 h /; ✓1 Z S-� � t��o r� f Lt e off Gv,Lv� �v Cc�r-� 2 r 6 >'!.1 Sketches & Photos on Reverse Side s a � INSPECTOR cc: Client Contractor # ENG. REVIEW File Hammond, Collier & Wade - Livingstone t Associates, Inc. 4010 Stone Way North Seattie, Washington 98103-8090 t,. w 09-26-02 09:10 HCWL SEATTLE ID=206 632 0947 P15/15 ` „-^ ,�� PSG �}� G�-�.li✓ 4 ,, :1\5� 000d Cy'�l. wt DAILY INSPECTION DIARY REPORT # DAY: D DATE: ZWORK PERIOD:_; a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX OF MIN �OF PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSP R SIGNATURE DATE: VZ571CL7— DAILY INSPECTION DIARY G REPORT DAY: —F/I , DATE: < / /('% WORK PERIOD: & a.m./p.m. to--? 3�'f a.m./p.m. WEATHER: 1- TEMP. MAX OF MIN°F PRECIPITATION: WORK ACCOMPLISHED TODAY: n In /j" &yol' /n t0167ns 3�ef 0 CONTRACTOR SIGNATURE INSPECT IGNATURE DATE: DAILY INSPECTION DIARY DAY: DATE: /---241/0e2,WORK PERIOD: 6 a.m./p.m. WEATHER: �, TEMP. MAX O °F MIN 7° -(O F PRECIPITATIC WORK ACCOMPLISHED TODAY: // ,,// CONTRACTOR SIGNATURE REPORT to a.m./p.m. INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY 7 , REPORT 4� DAY: �(f� DATE: �{�' /� 10Z WORK PERIOD: 6C a.m./p.m. ta3�� a.m./p.m. WEATHER: TEMP. MAX OF MIN 46 OF PRECIPITATION: WORK ACCOMPLISHED TODAY: �n /o a,-,7 -- o0-�- / l 00 � � 1,411 ZZ % ✓' bed /Z.J x R, i h alac1 - �o a oe a/�&e,d h, - bi CONTRACTOR SIGNATURE INSPECTOR SICNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: DATE: fit% WORK PERIOD: (t: a.m./p.m. to -7�a.m./p.m. WEATHER: ©!'e�'c� TEMP. MAX OF MIN �� OF PRECIPITATION: �! WORK ACCOMPLISHED TODAY: ?,?In — ,V p In = S- A X .3 1)2 e*-7 /S' A cqt4, - �/1 ^4C]L///AO 1` /'//Je//A® !tom% /.lO� :*4 i°% . CONTRACTOR SIGNATURE DAILY INSPECTION DIARY REPORT DAY: Fy/ DATE: 1� /�jf /D2 WORK PERIOD: (;;� a.m./p.m. to 3c a.m./p.m. WEATHER: TEMP. MAX OF MIN OF PRECIPITATION: ej WORK ACCOMPLISHED TODAY: ljtrr., J,J � 111 9491vIS < f'Wi.'ss -h nrjvr_hrSil n,q.J fh e -kl -4 14 f t1?v -/- 411 z--?o CONTRACTOR SIGNATURE F INS TOR SIGNATURE DATE: DAILY INSPECTION DIARY REPORT DAY: �i(1/� DATE: /0 /,�/a WORK PERIOD: a.m./p.m. to Sg&a.m./p.m. WEATHER: /%� _ TEMP. MAX �Z °F MIN `7? OF PRECIPITATION: y (r WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPVCVX SIGNATURE DATE: 1(7-:'02 DAILY INSPECTION DIARY g 3 0 REPORT # DAY: (j!� DATE:/ /� / WORK PERIOD: a.m./p.m. to - a.m./p.m. WEATHER: 6Qd,& TEMP. MAX 73°F MIN °F PRECIPITATION: WORK ACCOMPLISHED TODAY: GS /l:skcl kalow r l7 r /G -1co Celly, a► ge- t 9VllY/� :SCa/ /h d1a <e CONTRACTOR SIGNATURE INSPECTOR SIGNATURE DATE: DAILY INSPECTION DIARY 3 3fl REPORT DAY: 171, DATE: 9 1201OZ WORK PERIOD: & a.m./p.m. to a.m./p.m. WEATHER: TEMP. MAX 7Z °F MIN `�"O °F PRECIPITATION: WORK ACCOMPLISHED TODAY: CONTRACTOR SIGNATURE INSPECTOR 11PITRE DATE: QU' O } DAILY INSPECTION DIARY �5 c% REPORT # �DAY: ©`� DATE: .&/6,ZWORK PERIOD: & a.m./p.m. to-3 a.m./p.m. WEATHER: CC_(LtU, TEMP. MAX ) °F MIN 53 OF PRECIPITATION: WORK ACCOMPLISHED TODAY: &?r it aril/ Ald� ��is�`ii m�ii� �/dyrP� cv�c���dt)/ ko Z G'/c/dale" r�a� -c�VIi70 /�' Vc' CONTRACTOR SIGNATURE lCeev a r-k oz INSPECT SIGNATURE DATE: 4- Z— 3 `0 DAILY INSPECTION DIARY f /� REPORT # DAY: DATE: /��/G�� WORK PERIOD: (�/ 5 a.m./p.m. to a.m./p.m. WEATHER: % TEMP. MAX OF MIN -50 OF PRECIPITATION: WORK ACCOMPLISHED TODAY: %7%urdz� - ed " Z 4'yt 7e -fi / 4 %lean6i u;A fi t / &V,G Ievn AL 0 Al,t/1/11 M,,l i//i,�i� A�90 7' Ald �Ii%h YOi lje would ew-t he a,7 -gle rnaku. 1J0 E emu/ 7i7 lac' !�! he o`y Aj t!4% 4., De on Sle. � CONTRACTOR SIGNATURE i � � �)� 5 �-,:: � � INS P R SIGNATURE DATE:-z4�fO�.. AUG-05-2002 0E:40 CITY OF RENTON PBPkI 425 430 7241 P.01,,02 �Y PUBLIC WORKS DEPARTMENT 425-430-7200'f is ♦ ♦ PRECONSTRUCTION CONFERENCE DATE: August 7, 2002 N� TIME: 2:00 PLACE: City Hall Conference Room 511 Project Name: Thunder Hill Sewer Access Road Repair Project Mike Benoit Phone (425) 430-7206 s Project Manager Fax {425) 430 724I Contractor Boettcher and Sons, Inc )318-2201 ttflnPhonel Name/Address:Caleb Boettcher)318-2201 Contact Name Fax E-mail: Construction Thunder Hill Sewer Access Road (see attached map) Location PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: PUBLIC WORKS DEPARTMENT [] Utility Plan Review Kayren Kittrick ® Water Utility Abdoul Gafour ® Wastewater Utility David Christensen ® Surface Water Utility Ran Straka ® Transportation Systems Karl Hamilton, Jun Aesquivel ® Maintenance Services Division Jack Crumley ® Customer Services P.I.C. Rick Kokko ® Construction Services Kayren Kittrick ® FIRE PREVENTION Corey Thomas ® POLICE DEPARTMENT Kevin Milosevich (x-6701) ❑ PARK DEPARTMENT Leslie Betlach ❑ BUILDING DEPARTMENT Larry Meckling } ❑ OTHER OUTSIDE DEPARTMENTS: [ X ] City Project Manager To Notify Phone# FAX# b p"� t� ❑ ALL SUBCONTRACTORS" ❑ Olympic Pipe Line Company (Kathy Reed) 425-235-7767 �� 425-271-5320 Qwest Cornniunications{ba7ik-F€)frcst3-�n %206-345-2968 1-253-872-5434 425462-3840 ® Puget Sound Energy (Jeff McMeekin) 425-462-3824 ® AT&T Cable Service (Mike Martox) 253437-6876 425-656-4410 ❑ King County Transportation Div. (Steve Wilson) 206-296-8144 206-296-8198 ® Electric Lightwave (Eric Clayton) 206-812-3349 206-812-0370 ❑ METRO - Bus Routes (Richard Garcia) 206-684-2732 206-684-2686 ❑ Renton School District (Kevin Olson) Transportation 425-204-4455 425-204-4465 ❑ Waste Management Rainier (Steve Aiton) 206-505-9171 206-767-4605 ® Other: "Please call 425-430-7234 with updates cc: Public Information Counter: 6°i floor Margaret Pullar/Lobby WAWWP_77_7746 Th—A—hill A-- RnaA\nrnrnn nnfiry Aar F:Iv/New/aihnrinu h-kQ/Pr.r farm DR SourM Op'RVl,ys�/Tiy �y\\ AV HOOS AV IM* v C) �. O z m a o v m � D 7 � (D cn - S n O O fl CD � a O O � W � O CD :3 c.n O cn <D D „- C O N p O rt N m o 3 O rt N ((D o = � Q a < o lD p z m ::E m O C- C) � n O C O N N N S� 3 ar � @ A 4 -- GFANT AV SOUi�AV v c) o z Q m z ae F4 (D (n O � (D O � � Q aE V1 p up U1 rt § O (D 7 Ia p p o§ L CD � D � C p s `e N NO r-r- � 0 O Q 1n = 7 Q Q < Q 1a �Q z O Q � � h o Q n Q O Q � LO t � N N N n /MV MI q '-rG "fJj f a"l r . ✓JG/ ul-, 2 � Z J F- ��c �� � Airport Woy NW 2nd S 132nd St a S Tobin St en�O� Ave S �c1on0 N o � 3 a ¢ S 1 J4th St "' o Q S 2nd St J 1� � PI SWIL6L ist " v [r y SW 19th St ` SW 21st St SW 23rd St S 3rd St �S/3rddPPI V I 3 O I I Li S Renton Village PI I-405 S 15th St E \n �e `n Q Ln �o S 4 Q' S 17th St o o o S 18th Q NO th St C c") [] S 21st St �n o S 23rd St c O u I PROJECT un LOCATION O SE 16th P1 S 18th Q V) = n ollln / THUNDER HILL SANITARY SEWER PIPELINE ACCESS ROAD REPAIR fAf PROJECT VICINITY MAP ;E 161s1 ` t TOTAL P.02 08/31/2002 07:52 13608323943 BOETTCHER AND SONS PAGE 02 ALIG-28-20-02 15: 41 C, I T r OF REI ITO[ I PBPLd q2C a30 72a1 P. 02 It• O� Renton Re 1055 South Grady Way RentonWA 98055 32 Accounts Payable W-9 Vendor Form fax least complete the,$ form and return it by email or U.S, mail . (Tmcy Schuld) To sdd your business to our vendor file. p �R,,;I tseh I nt n.`H phonC: 425.430.6918 or ti919 Tex 4'Ci 1D M: 9►.6001211 n���,dslaY r ton.wn s (Natalie Beardsley) Fix: e25.430.6955 Business Informstion h < S Business Name: Contact Name: C Remimrice Address: .V _ I),^ c Physical Address (if different) F E-mail: Phone, O/Ext,%6 O Ja 3� 3 .36 0 2 �LJ 7 �f Business Type (Please Check One) Corporation E,,....,,r, n,9 di, Parmership ❑ Government Agency ❑ p+uJ Non -Profit El Sole Proprietor ❑ 5oclol Stcuriry r or odors!!D r nn // So What is the official name registered with the IRS for the above number? tinesc h2/'c �t/ if vmi are not a comoration, is your business subject to 1099 reporting? State of Washington U.B.I. ii- ❑ Yes ❑ No Renton Business License e: OZ Date Signarum _ Printed Name: -- y /�l � �,C- ��Pj i ( l.. :... ........ ... ...:..... .. :... :....: ...:... .. .. .. .. ..�� j :� 0. �...:. .:....:.... ....: .. .. .. .. .. .. .. .....: ................... .. .. .. .. .. .. .. ..... .. .. ...:....:............ .. .. ....... :. .:. .:. . . ...:.. :....:....€ ............. ....: .. .. .. .. .. .. .. .. .. .. .. .. ....... �- .. .. .. ........................... ...................................:.......................................:.......................................:.......................................:.......................................:.......................................:...................................... pa.. .. .. �=- ... .. .. .. .. .. .. .. .. .. .. ...:... .....:. °. : : : ZQs.......b.....'�03 ............ ................. ....................................................... :.. , .1. ............... ....C....s-. ...... ...................... ... .............. .........:...... .. .. .. .. .. .. ..2.... ...i2Z►.. .. .. ' ... �....... .. .. .. .. .. .. .. .. .. .. . . ... .. .. .. .. .. .. .. .. ...... LETTER OF TRANSMITTAL HAMMOND COLLIER WADE LIVINGSTONE -014010 Stone Way N., Suite 300 ❑ 104 East Ninth Street Seattle, WA 98103-8090 Wenatchee, WA 98801 (206) 632-2664 (509) 662-1762 Fax: (206) 632-0947 Fax: (509) 663-8534 Date: September 9 2002 Job No.: Project: City of Renton Thunder Hills Sanitary Sewer Pipeline Access Rd Repair Project To: Mr. Caleb Boettcher Boettcher & Sons P. O. Box 992 Eatonville, WA 98328 Attached are: RECEIVED SEP 10 2002 CITY OF RENTON UTILITY SYSTEMS Copies Date Description 2 Ea. Shop Submittal No. 1, Imported Materials, Piping and Appurtenances These are transmitted as checked below: ❑ For review IX,For your use ❑ As requested ❑ For review and comment Remarks: Caleb, Please note on the attached the need for additional info. See comments on the attached Shop Drawing Review form. i Copy to: Mike Benoit, City of Renton Signed: 7a4 Dale Erdahl Russ Snow, P.E. If enclosed are not as noted, please notify us at once. HAMMOND COLLIER WADE LIVINGSTONE 4010 Stone Way North, Suite 300 Seattle, Washington 98103 (206) 632-2664 SHOP DRAWING REVIEW SUBMITTAL NO.:�_ EQUIPMENT: SPECIFICATION SECTION: L Project: Owner: Contracto_. ENGINEER'S REVIEW: No Exceptions Taken Rejected RESPONSE REQUIRED OF CONTRACTOR: Confirm or Make Corrections as Noted Date: 1 l Page k of 1 Reviewed by: - Note Marking Comments Attached Amend and Resubmit tde (lea W — 1 '240" Checking is only for conformance with the design concept of the project and compliance with the information given in the Contract Documents. Contractor is responsible for dimensions to be confirmed and correlated at the job site; for information that pertains solely to the fabrication process or techniques of construction and for coordination of the work of all tradesor techniques of construction and for coordination of the work of all trades. For the submitted items, our comments are as follows: ^ 1+4-c G 1A , a V J2 0 \acct\forms\sdrwgrev Af-, I- I kJ � 08/20%2002 10:14 FAX 2538431015 MILE::; _'ANO "'i IiP.A')EL 0 q0h;+'O 12 N[ILES SAND AND QRAVE� COMPANY P O. BOX 130 AUBURN, WA 9-9071 CONCRETE - GRAVEL - CRUSHED ROCK - SAND PLANTS IN SALES;OFFICE AUBURN 'ACOMA RCY SHE -TON FAX (251S 833-3705 ;255j B35 3700 (i5�? 922 9t 19 (53} 543•t 7a7 tSbOj :25.3;II6 r253; 533•?7ab ATTN: Mr. Caleb Boettcher CUSTOMER Boettcher & Sons Construction PROJECT Thunder Hills Sanitary Sewer Pipeline Rds LOCATION Renton, Wa. SOURCE MATERIAL SPECIFICATION Auburn Pit 1.114" Minus CR Base Course DATE PROJ. NO. PIT NO. WSDOT 9.03.9(3) Crushed Surfacing Base Course COMMENTS Miles' Prod. No. 19 picked up or 29 delivered. PREPARER; Steve Ruff SCREEN % RETAINED % PASSING SPECS. 1-1 /4" 100 100 1-' 97 80-100 5/81, 74 50-80 #4 31 25-45 #40 9 3-18 #200 1.7 7.5 max. S.E. 40+ 32 min. % Fract. 90+ 72 min. Sl20/02 WWP 27.2766 A-41 08/20/2002 10:14 FAX 2 5 3 G 4 2 1,3 15 ULES AIJCI ci CiPA,,'EL F:AY 2 MILES SAND AND GRAVEL COMPANY P,O, BOX 130 AUBURN, WA 96CI71 CONCRETE - GRAVEL - CRUSHED ROCK SAND PLANTS IN ,,ALES,; FFICE AUBURN T4,C,'jMA RCy SHE1,7CN FAX 12S,3)W-3700 (253)922-9116 (253)645-17e7 (253.18313746 ATTN: Mr. Caleb Boettcher CUSTOMER Boettcher & Sons Construction DATE 8/20102 PROJECT Thunder Hills Sanitary Sewer Pipeline Rds. PROJ, NO. WWP 27-2766 LOCATION Renton, Wa. SOURCE Auburn, Wa, PIT NO, A-41 MATERIAL 5/8" Minus Crushed Rock SPECIFICATION WSIDOT 9-03.9(3) Crushed Sur -facing Top Course COMMENTS Miles' Prod. No. 18 picked up or 28 picked up. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 3/4" 100 100 1/4" 63 55-75 #40 13 8-24 #200 3.7 10.0 max. S. E. 35+ 32 min. % Fract. 90+ 75 min. 08/'20I2002 10 15 FAX 2538431815 MILE" _AND cs GPA'dEL FII_IV 0 00?,/012 MILES SAND ANQ GRAVEL COMPANY P.O. Box 130 AUBURN, VJA 98071 CONCRETE 9 GRAVEL • CRUSHED ROCK • SAND PLANTS IN SALES'CFFICE AU81JRN TACCAVA R0Y SHEJON FAX. (253)833.3705 i253)953-3700 {253)922-9116 [253)84:,-1757 3601426-3344 l2S3)835-3746 ATT N : CUSTOMER PROJECT LOCATION SOURCE MATERIAL SPECIFICATION COMMENTS Mr. Caleb Boettcher Boettcher & Sons Construction Thunder Hills Sanitary Sewer Pipeline Rds. Renton, Wa. Auburn Stockpile 1-1/2" Minus Gravel Borrow WSDOT 9.03.14(1) Gravel Borrow Miles' Prod. No. 248 picked up & 348 delivered. DATE PROJ. NO, 8/20102 WWP 27-2766 PIT NO. A-41 PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 4" 100 100 `77�- 100 #4 52-75 50-80 #40 10-25 30 max, #200 1.5-4.0 7.0 max. S.E. 45+ 42 min. 08/20/21002 10:15 FAX 2538431�0'15 MILES 4APID c, C3RA'v'EL RO'r MILES SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, 1,VA 98071 CONCRETE • GRAVEL - CRUSHED ROCK • SAND PLANTS IN SALESJJFFICE AUBURN TACOAdA R y SHEJON FAX (��31833 3TS5 (253) 833.3700 1253) 9N-9115 (2.53) 84?-1787 (3F0)428.3;i44 (253)y33-374F ATTN: CUSTOMER Mr. Caleb Boettcher Boettcher & Sons Construction DATE 8120/02 PROJECT Thunder Hills Sanitary Sewer Plpeline Rds. PROD. NO. WWP LOCATION Renton, Wa, 27-2766 SOURCE Auburn Stockpile PIT NO. Stockpile MATERIAL 1.1/2" Minus Gravel Borrow SPECIFICATION WSDOT 9-03.14(1) Gravel Borrow COMMENTS Miles' Prod, No. 248 picked up & 348 delivered. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 4" 100 100 211 80-94 75-100 #4 52-65 50-80 #40 5-10 30 max. #200 1.8-4.2 7.0 max. S.E. 50+ 42 min. 08f 20/2002 1016 FA,X 25384;+1816 MILE `'APID iRA'dEL RCl �010•r(i1' MILES .. SAND AND GRAVEL COMPANY P.O. BOA. 130 AUBURN, V1A 96071 CONCRETE • GRAVEL • CRUSHED POCK • SAND PLANTS IN SALES/OFFICE AUBURN TAGO%AA R.,7r SHELTON FAX (253) Mi-37u5 (2531633.3700 i253022-91i6 j253?843.1?67 +3G01-ZG•;34= '253i, 3K-374e ATTN: CUSTOMER PROJECT LOCATION Mr. Caleb Boettcher Boettcher & Sons Construction Thunder Hills Sanitary Sewer Pipeline Rds Renton, Wa. r DATE PROJ. NO. 8120102 WWP 27-2766 SOURCE Auburn.PA-- PIT NO. A-41 �l MATERIAL (22L"Minus Shoulder Ballast SPECIFICATION WSD-03,9(1) Shoulder Ballast COMMENTS Miles' Prod, No. 35 picked up & 45 delivered. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 2-1 /2" 100 100 211 95-100 65-100 3/4" 65-78 40-80 #4 1-4 5 max #100 0-1.5 0-2 % Fract. _ 85+ 75 min. 08/20 2002 10: 1h F. ;X 2530431015 MILES SAND c< GRA'Y'EL RI_I'v �"MILES�� SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, WA 96071 CONCRETE • GRAVEL - CRUSHED ROCK - SAND PLANTS IN SALESVOFFICE AUBURN TACOMA ROY SMEL70N FAY' (253) d33.3705 (2$,31 a33.3700 (253)^22-2116 '253) 43-1787 i.360) 426-Y%4 (253j 633 37�6 ATTN: Mr. Caleb Boettcher CUSTOMER PROJECT LOCATION Boettcher & Sons Construction DATE 8/20/02 Thunder Hills Sanitary Sewer Pipeline Rds. PROJ. NO. WWP 27-2766 Renton, Wa. SOURCE Auburn Pit MATERIAL SPECIFICATION COMMENTS Fish Rock (Rounded, Washed 4" to 114" As Submitted Miles' Prod. No. 249 picked up & 349 delivered. PIT NO. A-41 PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 411 100 100 2" 65-85 --- 1 " 35-60 --- 3/4" 15-30 -- 1 /4" 0-5 0-10 #200 0.3 0-1.0 �8/20/2402 10: 17 FAk 2F, 38A.31815 MILE: ='AND w CiPAVEL RiIY r MILES SAND AND GRAVEL COMPANY P•0. BaX 130 AUBURN WA 98071 CONCRETE - GRAVEL - CRUSHED ROCK - SAND PLANTS IN SALE&OFFCE AUEURN TACOMA Roy SHE''."On PAX 233- 7%,5 i:531 533-FO0 i253 32s' Sl15 (253j n4.3.1W F±54) 4�6, .3"? :; 233 746 ATTN: CUSTOMER PROJECT LOCATION SOURCE MATERIAL SPECIFICATION Mr. Caleb Boettcher m 012/(11 Boettcher & Sons Construction DATE 8/20102 Thunder Hills Sanitary Sewer Pipeline Rds. PROJ. NO, WWP 27-2766 Renton, Wa. Auburn Pit PIT NO. A-41 3/8" Minus Crushed Pathway Material As Submitted COMMENTS Miles' Prod. No. 230 picked up & 330 delivered. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS, 3/8" 100 100 1 /4" 75-85 --- #10 35-45 --- #40 12-18 --- #200 4.0-6.5 2-7 AUG-22-02 08:44AM FROM-Randles Sand & Gravel 2538474397 FRUM : CRSCRDET5TING FRX No. 425-8Z3-ZZ03 CASCACIE TSVrINCo ldB4 7taC2V. INC. Te8TN8 rL Irlopec ON eN®r.seras August 12, 2002 Randlcs Sand & GravcL Inc. Ccrt No, 0207-79 past 2 of 3 Material: Ballast Material T-241 P.002/003 F-522 Fug. 1Z ZZ07- 09:55RM FZ ASTM C 117 & C-136 Sieve Analysis of Course and Fine,kg&[2&atU Resulm See Attached Graph ASTM C 127 & C-128 Specific Gravity of Coarse and Fine A&i ngatcs Ballast Specific Gravity: 2,727 Absorption: 1,240 % ASTM C-142 Clay Lum s and Friable Particles Result: Nil ASTM C-535 Los Angeles Abrasion Test 1000 Revolutions Grading Original Wci;ht Final Wci�hi WciQ� ht Loess % loss 3 10002.0 gr. 8674.2 gr. 1327.8 gr. 1.3.3 % ASTM C-88 Sulfate Soundness Tcst Sieve Size Original Grading bases! an +44 Va loss Weighted avermee % 1,oea 1 1/2" - 314° 76 1.3 l,0 3/4" - 3/8" 24 0.8 0.2 Total 100 1.2 OA AUG-22-02 08:44AM FROM-Randles Sand & Gravel 2538474397 FRUM : CRSCRDETE5TING FRX NO. 425-323-2203 CASCADE TESTiniG i--IDCIRATCAY. INC_ TE TiNC S iNSrECTION I ENGIN EPC AUgUst 12, 2002 Randles Sand & Gravels Inc. Gert No, 0207-79 Page 3 of T-241 P.003/003 F-522 Rug. 12 2002 09: 56RM F'3 ASTM D-4791 Flat 1✓1 ed Particles (3 to 1 rari�1 Scr= Si Wei& Retained Flat Particles Elongated Pericles 1" 65109. 9.0% 0.0% 3/4" 6756 gT. 6.0 % 0.0 Vo 1/2" 4976 gr_ 5.0'A Lo vo #4 518gr. 9.0% 7.0% Weighted averagc % Flat Particles: 6.80 percent Weighted average % Elon-atcd Particics: 0.46 percent Rug 16 02 10:24a McDowell NW Pile King 425-251-5940 i McDowell NW Pile King, Inc. PIPE PILE TOP PLATES Use: Installed into 2", 3 4" or 6" diameter (nominal) pin pile after cut off for elevation p.� Specifications: Plates vary in size depending on loads and use and are filet welded to pipe sleeve 6onofits Availability 5" (typicc- Pipe sleeve is 5" in length and varies in diameter as required for tightly drieen fit into top of pipe pile. �C Prevents possibility of open ended pile penetrating into concrete footing or grade beam under fully loaded conditions. Eliminates potential concrete void by covering open pipe pile. McDowell Northwest stocks 3 sizes which fit most applications-_.— TP44 which is 3/8" x 4" x 4" for 2" and 3" pile TP66 which is 1/2" x 6" x 6" for 4" pile 07T- TP88 which is 1/2" x 8" x 8" for 6" pile IA 3/8" to 1 /2" (typic ,) fiAll ;�64 r` �. - gel �a Id filet weld .112 I V a 4" pipe is 4 026" l.D plate sleev is 4.00" O D v " )htly driven into pile, slightl top of pipe around filet weld. �11 pipe pile W Rug 16 02 10:24a McDowell NW Pile King 425-251-5940 P.3 01 HAMMER McDowell NW Pile King, Inc. TYPICAL* REFUSAL CRITERIA PIPE PILE HYDRAULIC HAMMERS Defined as less thAn V of penetration in "X" second: " for penetration into 60 blow count soilj. WEIGHT SECONDS PER INCH 2" PIPE 3" PIPE 4" PIPE 6" PIPE (pneumatic) Jack Hammer 90 lbs. 60 Hydraulic �--� TB 100 135 lbs. 40 Hydraulic T8 125 4001b5. 12-15 25 Hydraulic TB 225 650 lbs- 8-10 15 20 Hydraulic T6 325 850 lbs. 6-8 10 16 Hydraulic TB 425 1100 lbs. 6 10 20 Hydraulic TB 725 2000 Ibs, G 15 SPECIFICATION CHART NEW Model Number Hammer Weight (Actual) Ft. Lb. Class RPM (Slow; Per minute) depending on ok now OPM at 80% Operating Throttle Oil Flow Required 9pm ranrae Workin4p Pressure psi range Tool Diam, Inches 'rB 100 1-1" li>s. 12S 1000-1200 1200 4.7-5.5 1000.1300 1.57" r13125 400lb7. 350 600-1200 I000 5-9 1150-2000 2" TB 225 650 lhr.. 550 550-1100 1000 7-12 1900-21s0 2. r0 325 350lb5. $50 SSO-1100 900 9.16 1400-2300 31' TB 425 11001bs. 1100 550-1100 900 12-21 1400-2300 3.'/`%" rR72S 2000 Itr... 2000 450-700 600 18-29 1600.2400 4.50" PIPE SIZE O.D. WALL HAMMER SIZE *TYPICAL. PILE CAPACXTY ASSUMES 2X SAFETY FACTOR 2" 2.375" .218" sch 80 400 {b. 4-6 kps 3" 3.5" .216" sch 40 650 lb. 12 kps 4rr 4.5" .237" sch 40 850 lb. 20 kp5 Rug 16 02 10:24a McDowell NW Pile King 425-251-5940 p.4 SP[CIFiCATJON A53 Sizes r/e"-26' Sid.. XS and XXS, A,N,5.1. Schedules 10 throvgh 160,-Other sizes subject to inquiry. Scope Covers seamless and welded BLACK and hot•d)pped galvanized nominal (average) wall pipe for +tiling, bending, flanging and otter special purposes and is suitable lot vrelding, CONTINUOUS WELD pipe is not Intended lot flanging (rail beck operefion to form flange using pipe wall), Purpose for which pipe is Intended should be stated on order. Kinds of Steel Open-hearth 60c•oxygen Permitted For E►eclric•iurnace Pipe Material Hot -Dipped Sett standards for coating of pipe with tint inside and outside by the Galvanizing hot•dipped process. Weight of coating mull not hrerae leis then 1.8 oi. I Per square foot and not less then 1.6 Or. per square 001. Permissible Variations Some as A120. in Wall Thickness Chemical ripe s (staml•rn Floe) a Stoll c (electrrt went Re uirements q open•rrearth, (IedIFIG cemoeritleM—Mar % C Mn r s rereace of solid Orya■n Grxoe A 0 25 0.75 0.05 0.99 Grade 0 0.30 1.20 0.05 0.06 Type IF (rer.xte Velded Floor Open•Nralh, [ttet.lc• eernreeltle,i—M,x % s rermoce rx MIC oxyltn c Mn r aoe 0.06 Tensile Continuous Weld tlureece•+eldiQ tI#-ordd. o.e., Basle Vile. ItareTa or t4e. ►inn. Requirements Tensile StrenRlh mitt„ psi .............. 50,000 45,000 Yield Point min„ psi .. . ............... 30,000 25,000 Seamless or (tectrlc Weld dada x altar e Tensile SirenRlh min„ psi C48.000 60,000 Yield Point min., psi 30,000 35,000 Hydrostatic inspection lest pressures for plain and and threaded and Hydrostatic Testing coupled pipe are specified. Hydrostatic pressure shall bd maintained for not less than 5 seconds for all sizes of se.4miess and electric -weld Pipe. Permissible for Extra Siren and ilghter will thicknesses Variations in Plus or anus 5 Weights per toot For heavier than cXlta strong wall thicknesses Plus or Minus JOY. Permissible Variations Same as At20. in Outside Diameter lcnsile lest —Transverse required on EW sizes 83�."and larF,et. Mechanical Tests Specified Bending Test ((,,old) Sid. and XS•2" and under, XXS•I V." and under. 0etree of Bend Diameter of Mandrel for Nnrma) A5.1 (lies 90 12 x nom. dia. of pipe for Close Coning 1R0 8 x nom, dia, 01 pipe Flattening Test 2Vi" and larger Sid, and XS. (Not required for XXS pipe). _ i•.�_�.-_ dam ass an Conllnpous Welrj-8endinR, itallening tensile on one length of Number of Tests Required pipe from each lot Of 500 lengths or less of a Size. Eleetrle Wetd.—Bending and tensile on one length Of pipe, from each tot of 500 lengths or less of a sire. Electric weld—flatleninR on both crop ends of each length. (COil, In case of multiple lengths.? Lengths Same as A110. (tenRlhs longer than single random, heavier wall than XS subject to negotialion,) Rolled. Stamped or Stenciled Required Markings On Each Length Name or brand of manufacturer. (on Toot ottarhed to teem Kind of pipe, that is, furnace continuous weld, EW.A, seamless 9, etc. undee In ease of Ov'dled Plve) XI, —for extra strong. XXS---for double extra strong, ASTM A53. Also neressary to indicate when !lechic•furnaCe, Length of pipe, or bosic•oxypen steel Is used. Couplings —Applied handling tight. Couplings, 2- and smaller straight General - n Hit? �. liif�' ��.� _iN.i��l ., specifications ♦ 1.4 Hancor, Inc. Drainage Handbook yANCpR SURE-LOKc' WT PIPE SPECIFICATIONS Scope This specification describes 4" — 8" (100 to 200 mm) Hancor Sure-L.ok WT pipe for use Irl nonpressure drainage applications. Pipe Requirements Sure-L.ok W7 pipe shall have a smooth irlt�:rior andarlr�ular exterior corrugations. 4- to 8-inch (100 to 200 mm) shall meet AASHTU M252, Type S. Manning's "n" value for use in design shall not be less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lak joint meeinq uirernerits of of ASTM 0312.HJ O is shall remain shall be watertight according to the laboratoryrequirements watertight when subjected to a 1.5 degree axial misalignment. dition Gaskets shall be made of polyisoprene meeting the requirements ocord ASTMto ASTM DI 14977 with the after 72 that the gaskets shall not have any visible cracking wtren tested ac 9 hour exposure in 50 PPHM ozone at -104" F (40° C). Gaskets shall be installed by the pipe rTl.-ricanttsu r and lied by th emanuiacturemovable ll be use ! ors tea ensure the gasket is free from debris. A joint lub pp gasket and bell during assernbiy• _ Fittings 200 mrn) fittings shall cortforin to AASHTO M252. Material Properties nsity polyethylene meeting ASTM U3350 minimum cell Pipe and fitting material shall be high de classification 324420C for 4- through 8-inch (100 to 200 mm) diameters. Installation Installation shall be in accordarlcc with ASTM U2321 with the exception that minirnurn cover In trafficked jjreas shall be one -foot (0,3 m). j Pipe Dirriensions ✓ Nominal Pipe LD., i(I. (mm) a 6 (100) (150) 8 (200) Approx. Pipe O.D., in. (mrri) 4.7 6.9 (119) (175) 9.4 (239) Approx. Fitch, in. (rnm) 0.6 0.7 (f6) (19) 1 0 (26) As�f+r ght. _ 10 70 30 t�`t) Ltd20 ft stick (5) (9) (kg/6m stick) _ --T- All diameters available with or without pE;rforations Perioratlons L— "One stick is 20' (6m) for 4" -- 8" (100 - 200 mm) diameter pipe. •chack with sales representative for availability. (0 Hancor, Inc., June, 2001 ug • 13 - 2002 101: 26A..M N 4';a P • E, IYiItflM lift a■Lk' 7,<a..`f..-.. •'.,��'� ". �'�'•„.• .:.:'1.:�.•,n,. �: 4',�::•:;✓r•1fJ..•i'tw�:•'i:r.i' �' • � �+ .. V� AMERICAN [ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand -Lined Molds For Water or Other Liquids. What is AMERICAN Ductile iron? The ideal of cast iron with ductility,_ long sought by metallurrists, was realized with the introduction of ductile Iron In 1948. Acclaimed to be one of the most significant metallurgical developments In this century, ductile iron has had an increasing impact in many industries. Ductile iron has ductility —as the name implies —arid In addition, it has strength and impact resistance far greater than that of gray iron, yet it retains the proven cor. rosion resistance of gray Iron, thus making it an.ideal piping material. American Cast Iron Pipe Company pioneered in the development of Ductile iron Pipe and prorauceii experimental casts of ductile pipe and fittings as early as 1948. In 1949 Mr. C.K. Oonoho, AMFRI- CAN's chief metallurgist, authored a paper on the amazing properties of this new metal. Following this experimental Photornicragraph showing graphite form In gray Iron. work, the first shipment of AMERICAN Ductile Iron Pipe was made in 1955. Production of DUCtil? Iron !Pipe has grown steadily and it is now a predominant pip- ing material for conveying water and other liquids. Ductile iron is produced by treating r liilten iow-sulfur base Iron with magne- s�um under closely controlled concJitioms. The startling than e in the metal is char- acterized by the free graphite in ductile iron being deposited in spheroidal or nodular form instead of flake form as in Fray boat. With the free graphite in nodu- lar form, the continuity of the metal matrix is at a maximum, accounting for the formation of a far stronger, tougher ductile material exceeding gray iron in strength, in ductility and In impact charac- teristics by wide rnarylns. Photornlcrograph showing graphite form in ductile Iron. AMERICAN Ductile iron -Grade 60-42-10 Minimum Physical Properties AWWA Cl51 These properties arc verified by ten- Tensile Strength ...................60,000 psi sile samples taken from the, wall of the Yield Strenf ttt ......................42,000 psi pipe. Elongation _...................10 per cent 3-1 Aug -13. 2002 10: "''Aari CASING INSULATORS Casing Insulators. Pin.�84?9 P. 17 Casing Insulators are used to pull pipe through a casing, without the pipe ever touching the casing. The THREE types of insulators available. • Model M (with a steel band with a PVC Inner liner, with plastic runners). • Model PX (with a plastic band with bituminous resin Inner liner, with plastic runners). • Model M-SS (with a stainless steel band, with plastic runners). 6" wide band 8" wide band 12" wide band M-6 M.8 M-12 M_, SS + M-B-SS M-12-S5 PXOXV- The three styles of to laJors available: Ede® SEAL. band _ runner = - _ • liner4 _= End seals are used to seal off the gap between the carrier and casing. Two types are available-, Model C (one piece boot type) • Model W (multi -piece type) Both types come with stainless steel bands. IA • 61ft185 Harbor Way, So, San Francisco, CA 94060.6109 TEL: (650) 588-2241 FAX lean n7i-Aor,,) Au9.13- 2002 10:34AM END SEALS ANC PIPE LINX for sealing the ends of the casing and the carrier pipe. Model C W end seals are made for any carrier/casing combination, nese are not made to be water -tight seals they arH only designed to keep debris and varmints from getting into the casing. MODEL C is a pull -on type end seal 44�q�, made of synthetic rubber, which also comes with two stainless stool bands. This, type of end seal is applied while pulling the carrier through the casing, a�,l�ii f Nrtil 247A ihP 1 ty r Y oM + Al �d SIX ' -MODEL W is a wrap -around type of erid seal made of flexibly coal tar, reinforced with fiberglass. The Model W is applied after the pipe has been pulled through the casing. The seal is split and has two adhesive sealing strips, which are just pressed together. Each seal comes with two stainless steel bands for tightening down the ends. NO - W. .-4� t r= PIPE L1NX are designed to keep the inside of the casing dry. These Linx form a water -tight seal after tightening, and can take up to 20 lbs. pressure. They will fit niany carrier/casing com- binations. However, to establish speci- fications and feasibility please consult our Pipe Linx catalog or contact Calpico. lm �K., 1 +,! MODEL M casing f� rf,, - M r. y�t . insulators ate also available n �1.a{a for those who want steel insulators. These -.: <' 1" heavy-duty models come with 6", B" and 12" wide ' bands made of 14-gauge steel and have a galvanized coating. The liner is made frorn PVC and has an extra -heavy retaining edge to prevent ttre steel from coming Into contact with the carrier pipe. Skids are matte of polyethylene or phenolic. 0 r,I Eta E-r oo �O r•1 I' .may 4-1 L tl ca g ram. '"� �' o� •i 1' uj a L cy N �7 N n u� a 4 t� nz oo cq 14 `J lg �+L P 14AI . C e{c. CIO 04 N o.. U N Act7r,ti� •p — N LO I] g I � p 11 l i ;s V, r.h�1 la ., 4 F'. 14 TRUMBULL INDUSTRIES, INC. 1040 N. Meridian Rd., P.0 Box 1556, Youngstown, Quin 44501 Phone,: (330) 799-3333 Toll Free: i-800-677-17g9 FAX: (330) 797-3215 Made in U.S.A. 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 ovorlap of approximately two (Pet should he figured in calculating the total polywrap required. For example, about 20 feet of polywrap is required for Pach 18 foot lengtfi. Tubing in Rolls per ANSI/AWWA G105/A21.5 RLAQ K >E"0iAW[tAF' c, onl.ltmoos roil(ornte(l ri� ltt' I'ette,rate(I !�-)Y 22° Rolls of Tape Ilse Layflat Weight Trumbull Roll Trumbull Roll Trumbull Roll required per v Size "Width #/tt. Item No. Length Item No. Length Item No. Length 1000' of pipe 3"4, 20" 0.132 364-9969 300 364-9943 300 364-9961 308 2 10"-12" 27" 0,179 364-9993 300 364-9952 300 364-9962 308 2 14"-16" 34" 0.225 364-9996 300 364-9955 300 364-9966 308 2 1 W-20" 4.1 " 0.271 364-9998 300 A" 24" 54" 0.358 364-9999 150 364-9958 160 364-9970 154 4 30" 67" 0.444 364-9985 150 " 5 36"-42" 81 " 0.536. 364-9986 150 6 48" 95" 0,629 " 54"-60" 108" 0,715 ' 64" 12111 0.801 1 CQIMOKD. ,!?," WRAP C(Aored rolywolp stof..:fjPO 1' " ilnly Ear, stl��Wil bel(TVv: 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 311-8" 20" 0.132 364-6705 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 1 W-24" 54" 0.358 364-8720 364-8770 364-8820 150 4 The charts above show the popular sizes normally stocked " Indicates other sizes, types and colors that are available as "special order": 1000# minimum per color, or size. 1AVE- 164-9975 2" x 100' Black Polyethylene Tape For installation instructions, see AN51/AWWA C-105/A21.5-93, dated March 1, 1994. Series 1100 MEGALUG`'l Mechanical Joilxt Restraint RESTRAINT INCORPORATED INTO THE 01;51GN OFTHE FOLLOWI's1( CLAND ♦ Glazed body and ae54441t components .made (mm inloitnum ASTM.A536, 60-42-10 ductile iron ♦ Availoble 3 inch ihtvugh 48 Inch C(Hvwelttionsl imcallation procedums par AW WA C-0) 0 Can be used with the ataadardized mechanical joint bg1l coofonning to ANSI / AW WrL CiII A21.11 and ANSI/ AI WA C153/A21.53 of the l.atett t'avimkg% SAMPLE SPECIFICATIONS * Cspnt`le of full mechanical joint det1t0ion dull" assembly +,(7spabte of )oint dn(lccdon after sasauvl?lV NIULTirLE, WEt)C8 STYLE RESTRAINT Ni OIANI$NI ♦ I'mpar actuation enurt:d with (mque limiting twist off nuts ♦ Vu011e iroll wectgas heat treated, ti• ranite of 370 to 470 WIN Plt,t7r-7F TESUD f 3 Inch thwugll 16 inch pres5ura rat. at 350 p31,18.inrll through 48 inch rated at 250 psi 4 Minimum safety (odw of 2 to 1 ♦ I_isttd by Underwriters Laboratotito 3" 0Uough five 24" incll'ei7.e • Appnwed by Foctory 1,11inra1 up through t},e (M elve indt bJze 7 Minimum w0git(5 par the fullowhxl tublc 5UI70RT1'8Qr)VCTS AVA1LAW.F-. • Split repair style available 3 inch thevugh 48 tndl DIMENSIONS AND RATINGS ♦ Solid restraint barneaa avai)able for pu.3h-on pipe belts ♦ Spilt 1,ezUgint harncss,tvailabie for existing push -en pipe belts MUST eE SERIL•S 11ott, h1EGA[.U,9 .AS PRODUCED BY 9UA.A IRON, 411C. OR ArrRovFlr EQLIA[_ ,All w.nponerow cast ottd saran}bled 4, the t roiled +tateo by :aole annpany with plant vleitalmn available • Must hays a record A a mmitnum 4t saver yeary of rtumufacturing and salts of tha.restraiw fn the United States 1 ] i13 4.4ti 1.06 0.02 9.0 0.7 50 G.19 7.69 ? 4 6.1 1104 4 5.92 2.27 4.90 U,75 9,90 0.87.5 7.50 9.12 ? 4 7.2 .350 350 IIUO ri' 8.02 2,27 7.00 0.88 12.00 0s75 9150 11.12 3 6 12.0 35n llOB 3" 10.1.7 2:31 9.15 1.(Hl 14.1.5 0.875 11.75 13.37 4. 6 16.0 350 11.10 10" 12.22 2-37 11,20 1100 16.20 0-875 14.00 15.62 r., 8 24.9 350 1112 12" 14..32 2.37 13.30 1.15 18.30 UK% 115.25 17.98 6 8 32,7 350 111.4 14" 16.10 2.69 15,44 1.$0 20.94 0.875 18.75 20.25 10 10 49.7 350 1116 16" 18.50 2.69 17.5A 1.56 22.90 0-875 21.!x) 22.50 12 12 $6.2 350 Ills 10" 20.60 2.69 19 64 1.63 2$A0 0.875 23.25 211.75 1.2 12 62.2 250 1.120 20" 2.2,70 2.69 21.74 1.69 27.10 0.875 25.50 27.00 14 14 74.8 250 1124 24" 26.90 3.20 25.94 1.61 32-64 0.875 30.00 31.50 16 1.6 138.8 250 11.30 113E YT ;3(,.. 1.29 3,2�0 37..17 2,25 38,87 1.125 36s8 39.12 20 20 195 4 250 1142 42" 39.59 45.79 3.'0 4.56 38.47 44.67 2.25 8 45.17 I,125 43.75 46.00 24 24 256 $ 250 1.1.43 48" 52.09 4,5E .50..977 8 55.57 G1.87 1.375 t g[.6 _ 2 53,43 8 28 $1012 250 1-a75 .57.50 60.3E 32 32 712.0 250 REAR VIEW I FRONT VIEW IA 0 75 J i--I 0.125 l SECTION A -A - o- y '-� • 0.7E j 0.1�1--ITfI I SECTION B•8 0 For test pr swxes above t11e rated pressures Shown, corvsult the };CAA Enfineeritig Dept frr reconvnendatians. For pfnjeets using large diameter restraints, please contact this office for otfx dE;igal recomniendatloru•. • The INN Series should not be. used oil plain en(I fittings. • If you experience the need to install the 111.0 5ruiea in an unconventional manner please consult our engineering depa.rt.ment. • The 1100 Series Li intended for use on ductile iron pipe.'Ihe restraint cali he used oil grey iron pipe it die pipeis oat severely corroded and is in sound emidition and has all outside diameter that can be. accomtllodated. For mole inforn,atin.n on the use of Ole MrGALU(:.restratnt on grey irori pipe ask for C0111fecNons Bulletin DJ-1, a APAA Seal Caskets are provided with file 30" through 48" NIEGALUG trstraints, Extra length T bolts are provided with the 47" and 48" Sizes to facilitate easier assembly of the mecJlatuca) joint. These are recluired on the above referetuod sjzes to obtain the pressw',e ratings and safety factors Shown. ♦ All h1L•GALUG components are Inade of ductile Von. The wedges are heat treated to a hardness range of 370 to 4.70 KIN. The product is coated witIl 11le same a5phaltic coating specified for the piffle and fittitlgs• ♦ LISTINGS ANi7 Al'PICOVALS Sizes 3" t1mough 24' are listed by Under- writerb Latx)ratories,111c., Categoxv I-IJKF "Fittigs, Jtetainer Type," wish a deflection angle of degrees (3" tbravgh 12") on(j 2-1/2 dk green (14" dwough 24") The liatitlg We number is L?CT836. Sizes 3" through 12" are Factory Nllltuat approv( i. ERi�t���lR N " EQA4 IRON SALES INC. F.O.. BOX 857 EA5TIAAN0, TEXAS 7u40 iyler/Union SAMPLE SPECIFICATIONS 3" THRU 24" MECHANICAL JOINT DUCTILE IRON FITTINGS shall be produced in the USA in accordance with all applicable terms and provisions of ANSI/AWWA C 153/A21.53 and ANSI/AWWA C 111 /A21.1 1, All Ductile Iron Mechanical Joint (Only) Fittings are rated for 350 PSI working pressure, unless otherwise indicated, NOTE: Fittings. are centent-lined and sepl-coated in accordance with ANSI/AWWA C) Q4/A2 1.AI; also available double..cement•lined or bare. All coated fittings meet requirements of NSF-61. See list price sheet for details. Size_ A Dia. _B C Dia. D Diu. 3 3.96 2.50 4.84 4.94 4 4,80 2.50 5.9.2 6.02 6 6.90 2.50 8.02 8,12 8 9.05 2.50 10.17 10.27 10 11.10 2.50 12.22 12.34 12 13.20 2.50 14.32 14.44 14 15.30 3.50 16.40 16,54 16 17.40 3.50 18.50 18.64 18 19.50 3.50 20.60 20.74 20 21.60 3.50 22.70 22.84 24 25.80 3,50 26.90 27.04 BENDS MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed for Fire Main Equipment K' 1 0 l F A K' JOINT DIMENSIONS IN INCHES F Dio. J Dia. K' Dia, Kt Dia Q.06 6.19 7,62 7.69 4.90 7.50 9.06 9.12 7.00 9.50 11.06 11.12 9.15 11.75 12.31 13.37 11.20 14.00 15.62 15.62 13.30 16.25 17.88 17.88 15.4.4 18.75 20.31 20.25 17.54 21.00 22.56 22.50 19.64 23.25 24.83 24.75 21..74 25.50 27,08 27.08 25.9�1 30.00 31.58 31.50 L .58 .60 .63 .66 .70 .73 .79 .85 1.00 1.02 1.02 R M .62 .75 88 1.00 1.00 1.00 1.25 1.31 1.38 1,44 1.56 S T .39 .33 .39 .34 .43 .36 .45 .38 ,47 .40 .49 .42 .56 .47 .57 .50 .68 .54 .69 .57 .75 .61 n T BOLTS Size No. '/84 4 '/4x3'/a 4 :3/.4X3'/2 6 '/,x3'/2 6 '/4x3'/2 8 '/4x3'/2 8 I/Ald 10 '/4x4 12 '/4x4 12 '/4x4 14 I/IIXAI/? .. , nA� T T\\v b, A - - I.A-3 t*� 90' Bends (1 /4t 45" Bends (1 /8) 221/2' Bonds (1 / 16) 111140 (1 /32) Dimensions Dimensions Dimensions' M Dimensions m Size T A R Weight A R Weight A R Weight A R Weight 3 .3.4 4.5 4.0 20 2.Oo 3.62 l b 1.50 4 98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6.5 6.0 48 3.50 7.25 40 2.59 10,50 37 1.81 13.26 33 -""-' 8 .39 7.5 7.0 68 4.00 8.44 59 2.85 11.80 51 2.06 15.80 48 10 .41 9.5 9.0 136 5.01 10.68 86 3.35 14.35 67 2..32 18.36 61 12 .43 10.5 10,0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79 14 .51 12.0 11.5 220 5,50 12.06 164 3,93 17,25 148 2.59 21.25 133 16 .52 13.0 12.5 264 5.98 13.25 202 3.08 17.50 179 2.62 21.50 159 18 .59 15.5 14,0 410 7.50 14.50 325 7.50 30.19 292 7.50 60.94 320 .0 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 24 .62. 20.0 18.5 695 9.00 18.12 481 9.00 37.69 48 t 9.00 76.12 , 457 + 4- "' J.: 'Sl.: "•.�:,.,.:�r.i:. -. .� :. :;:•'i•....; : xi r,'.ix'•'y._�.... x: 'r �..C.'w,:�j��•': :: ;i:..:`;.Y;�s' u r_. pA'•"��%�,� A.. ',. p•:i .., ay't'i :?':: yyy •yd.j-���j�:1:{i:,'} �. (( a''-a(A�:.a..:;:.i s• flj:. i�f• r 1 �:;.�• :)"•:. ;i .. .'F::•v>r• ':t:Yy.t :�'%i;•:.� VIIWA16IV �M �i`IEti i;✓ 4.; i'•. -e •' a.r�Y :•S;.n'R�:J:'•tT•'i•ol :i„,°'a+'��� �•°� Y ,�':�o:Y: >•�,' ..�i I�?.',.S 1 'w•.:'h: 1:�...h .. +'c'.x!'.�:°..._u....,..., .1;•..1.�11f1; .: 1n.1RSS•i�:.>�^;��. _( Ar vL _:al.:i>1•a... „�F!l.Ys{�.. .�y� _44�' _� _ AMERICAN Ductile Iron Fastite Joint nil)e Allpwable )oirit Deflection Table Np. 3.4 Maximum Racummeoded Drllestlon Size Nominal Laymy Latiplh— In. It• OI(s9ltrper LQnpth (In.} Deflection AnDlp (deyracs) 4 — �._.._ 21 azo 21 S° 10 20 21 12 20 ^ i>` 14 20 16 20 2.1 1R 20 21 ° ?Q 20 24 20 20 2i 36 20 17 1° 42 20 12 3' 46 20 I ;Ir^.- �., 60 20 t 2 3" T For optImum aePet%d Y, tlw ioin(P sbould be aPse,rnhled with ih r Piro A'. retlSCvul::ly 3:rMglrt align merit. Alter )oinl aaaem- to 11',a nbrr✓e, f>?llt ciisttincaP am based on norrmtno 20 foot Wwlhs, bly, the pipe mnV L+e dellec-red up max;mulna"e)n F;irg , rti(x) 2 TA747 2-4 Ipi rnsudrnum ailowfible Intomol aepar stlon of 24' evil Iarj r r 1=a41ile )oUus. Special Fastite Deflection Bells Special Fastite Dells are available which allow greater maximum joint deflection as follows: 'fal'�lr• Nn �-ti size Ul(s9t per Uellecltun in. Lcn41 tn. Angle -- 36 21 C,° 42 40 5a 2.1 17 t7 5 4° 4° FiQ 64 _ 17 ti? ....._._..�. d° _ 4° fNiael SPtarvmA are bagwj crn ;Yl•tool, Icxwathc. 3-9 t SOLID & TAPPED PLUGS & CAPS T T~' T ,T 3"-12" 14"-24" 3"-12" 14"-24" MJ plug MJ Cop Dimensions Max. Weights Size T Tap � Plugs Caps 3 .46 2 8 8..._ 4 .46 2 8 10 6 .46 2 18 17 8 .46 2 26 25 10 .56 2 36 35 1.2 .56 2 46 44 14 .62 2 79 85 16 .62 2 100 93 18 .65 2 130 122 20 .66 2 160 152 24 .68 2 202 202 TAPPED TEE MJ Tapped Tee (2" Top) Dimensions. Size T L Max. Top Weights 3 34' 6 2 19 4 .35 6 2 23 6 .37 6 2 37 8 .39 6 2 53 10 41 6 2 68 12 .43 6 ' 2 88 _ 16 .52 6 2 164 MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL Listed For Fire Main Equipment Size 3 4 / 6 8 / 10 12 14 16 18 20 24 SOLID SLEEVES ,✓ T Dimensions T L1 .34 7.5 .35 7.5 .37 7.5 '39 7.5 .41 7.5 .43 7.5 .56 9.5 .57 9.5 68 9.5 .69 9.5 .75 9.5 �.., Lz Long Weights L2 Short Long 12 13 19 12 17 24 12 28 39 12 38 53 12 49 68 12 56 82 15 Ill 141 15 137 172 15 160 200 15 212 269 15 272 377 ADAPTERS T MJxFE FExPE _ Dimensions WeightsMV Size T L' Lz MJxFE FExPE 3 34 6 12 20 -^ ... 4 .35 6 12 24 24 6 .37 6 12 36 36 8 .39 6 12 56 52 10 .41 6 12 75 69 12 .43 6 12 80 88 14 .51 6 12 126 ... 16 .52 6 12 166 149 20 60 6 275 ... T•„ie, P..,./f . pis a., )0')7 . T.,i,. T.,.,,.. 7-1,71n . (00*)1 un2rrl I AMERICAN Ductile Iron Pipe in sizes 4" through 64' is manufactured in accor- dance with and meets or exceeds all applicable requirements of AWWA C151 Standard for "Ductile Iron Pipe, Centrifugally Cast, for Water or Other Liquids." The quality of AMERiCAN's products. and conformance to appropriate specifications Is assured by the British Standards Institute's certification that AMERICAN's quality system complies with the ISO 9002 Quality Management 5ystem Standard. GENERAL itEQUIREMENT5 AMERICAN Ductile Iron Pipe._ with fastite or mechanical joints, complils with AWWA C151 and the joint!; meet require- ments of AWWA C111. i'he outside diameters of 4"-48" are the same as for gray Iron pipe that was formerly manufaC- tured per AWWA C106 or r_1o6, rnakin€ ductile, iron pipe Completely interchange- able with gray iron pipe made to these standards with respect to joining diaine- t'ers, accessories and fittings. The installation of ductile iron pipe is covered In AWWA C600, including gener- al instructions for the assembly of push -on and mechanical joint pipe. See Section 2 of this Pipe Manual for detailed assembly instructions for Fastlte and Mechanical Tlie. nominal laying length of the pipe is as shown in tables in this Section. A maximum of 20 per Cent of the. total number ofpipe of each size specified in an order may be furnished as much as 24" shorter than the nominal laying length, and an additional 10 per cent may be furnished as much as 6" shorter than nominal laying length. Dimensions The plain end, the socket of the pipe, aril"the accessories are gaged at suffi• ciently frequent intervals to assure that the dimensions comply with the require- ments of AWWA C151, Thickness Minus thickness tolerances of pipe are shown below: Table No. 3-1 Site rtllna. Tolerance ln. ill. 0.05 0.06 41.Z. 0,07 4F]" 0-M SA'-Rq o-09 During production each ladle of ductile iron Is checked for exact content of rnagne- sium and other elements with this computer controlled vacuum emission spectrometer. r.u9 13 L 10 '1t+.fr1 AMERICAN Ductile Iron desirable combination of high strength Pipe provides ... and excellent ductility ... a pipe that will withstand high internal pressure and deep High linpact Resistance cover.... a pipe providing added reliability AMERICAN Ductile Iron pipe has the and additional factors of safety for normal high Impact strength and toughness to and for unusual conditions such as expan- withstand shocks usually encountered in sive soils and earth movement due to transportation, handling and installation. freezing and thawing. These characteristics also provide added security against stresses induced by water Assured, Proven Long Life hammer, highway traffic and unexpected Historical records document the adverse forces. Excellent impact resistance proven service for centuries of gray cast is confirmed by tests made at regular ,iron pipe. Extensive laboratory and field intervals in accordance with ANSI/AWWA' tests conducted by many authorities C151/A21.51 Standard. under various installation conditions prove. the superiority of ductile. Iron for soft cor- Superior Strength rosion resistance over gray cast iron. The AMERICAN utilizes the ideal rombi- outstanding resistance of Ductile Iron Pipe nation of chemical analysis and heal: treat- to 'soil corrosion has been verified by more. ment to produce a pipe with the most than four decades of service;, After receiving the full force of a 41500 pound weight dropped from a height of 30 feet, this 30" AMV(ICAN Ductile Iron Pipe was scve►ely deformed, but did not fail. Design of AMERICAN Ductile Iron Pipe The prkloal starxtauie covering dude Irati pip4 ere Al lSVAVVWA 016WA2 f ,5t) a(W AN3VAINWA C t5 VA21,51. Thee.) end other sl.andllyd;: ere referencoo throughout tNs Svaan ellhee by lhg {u4 ANSI/AwWA (Jeal(jnali'onn m by only the AVWVA rontrbering, such ae AVVWA C154). AMERICAN Ductile Iron Pipe i5 designed for combinations of Internal pressure, water hammer, earth load and truck load. Thicknesses are determined in accordance with ANSI/AWWA C150/ A21.50, employing design methods applicable to flexible pipe. Utilizing the principal mechanical properties of high tensile strength, ductility and impact resis- tance, the design of ductile iron pipe is conservative In all respects and embodies high factors of safety. For qualification of pipe these properties are confirmed during production by frequent tensile and impact tests of specimens from the wall of pipe. 3-2 rus•?. "Q17 1L� �9Af,1 An addihorial-minus tole.rarice of 0,02" is permitted along the barrel of tale pipe for a distance not to exceed 17". vt/elglit The weight tolerance of pipe is minus 6 per cent for pipe 12" and smaller In diameter, acid minus 5 per cent for pipe larger than 12" in diameter. COATINGS AND LININGS Outside Coating The outside coating for use under normal conditions is an asphaltic coating approximately 1 mil thick as specified in AWWA 651. The coating is applied to the. outside of all pipe, unless otherwise specified. See Section..1'I. Inside lining AMERICAN Ductile Iron Pipe for water service is normally furnished with standard cement lining on the inside as specified in AWWA C104, For other types of service, pipe can be furnished uncoated inside or with cement lining; asphaltic lining, Polybond lining, holybondPtus"14 lining, coal tar epoxy or with other special lining as may be required to meet special service conditions and as agreed upon at time of purchase. N '4!: i For more detailed Information on coatings and linings see Section 11, TCSTING To insure that the properties or the fin- ished pipe meet or exceed the requirements Of AWhVA C151 and those of AM[RICAN's quality coiitrol program, continuous inspection and tasting are performed. Spectrum Analysis Following magnesium treatment of tfie molten metal, a sample is poured from each ladle for spectrum analysis. Within minutes, the amount of magnesium and other elements in the iron is determined. This early verification of the metal compo- sition is a vital factor In the control of pipe quality, Tensile Test The physical characteristics of the pipe are continually checked by tensile tests made at a frequency of at least one such test during each casting period of approximately 3 hours. The tensile test: specimens are cut from the pipe wall, and are machined from the midsection for testing,. 'The acceptance values for test specimens are as follows: Ricci' 3U" and larger dipmater AMERICAN ductile Iron pipe is hydrostatically tested to 75% of yield strength which results in higher test pressures than those required by AWWA C151, varying to over 900 psi depending on size and thickness of the ripe. 3-6 A!1AM Hancor, Inc. Drainage Handbook SEA; P40= Spocifications ♦ 1-2 s.(;opii This specification describes 12- through 60-inch (300 to 1500 mm) Hancor BLUE SEAL"" pipe for use in gravity flow applications. Pi R,& BLUE SEALT``' pipe shall have a smooth Interior and annular exterior corrugations. • 12- through 48-inch (300 to 1200 mm) shall meet AASHTO M294, Type S. • 60-inch (1500 mm) shall meet AASHTO MP 7, Type S. e Manning's "n" value for use in design shall not be less than 0.010, Pipe shall be joined with the BLUE SEAL"" joint mooting the requirements of AASHTO M294, or AASHTO MP7. 12- through 60-inch (300 to -1500 mm) shall be watertight according to the requirements of ASTM D3212, Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D'l 149 after 72 hour exposure in 50 PPHM ozone at 1040 Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant available from the manufacturer shall be used on the gasket and bell during assembly. 36- through 60-inch (900 to 1500 mm) diameters shall have a reinforced bell & spigot including a bell tolerance device. The bell tolerance device shall be installed by the manufacture and covered with a protective wrap. The gasket corrugation shall be reinforced with a closed cell structural foam cord. Fitripgi; Fittings shall conform to AASHTO M294 or AASHTO MP7. Fabricated fittings shall be welded at all accessible interior and exterior junctions. Pipe and fitting material shall be high -density polyethylene meeting ASTM D3350 minimum cell classification 335420C, The pipe material shall be Hancor Resin 8111, which is a slow crack resistant material evaluated using the single point notched constant tensile load (SP-NCTL) test. Average SP-NCTL test specimens must exceed 24 hrs. with no test result less than 17 hrs. The closed cell structural foam core must have a free rise density no less than 3 lb51ft3 and compressive strength no less than 20 lbs/in2. ;:: ;�y::t-,from installation shall be In accordance with ASTM D2321, with the exception that minimum cover in trafficked areas for 12- through 48-inch (300 to 1200 mm) diameters shall be 1 ft. (0.3 m) and for 60-inch (1500 mm) diameter, the minimum cover shall be 1,5 ft, (0.5 m). - _ _ Ntlmrhal DiAnletcr in..(mrnl --� 12 lb TI tft 24 00 PIP.P.iO+xlrt tcmr,) — 1 1)Oo2 _hJ I ._ (Tb0) ... .:.. (9001— I S10b01 U200) t15991 1r41 17.1 39.0 41.4 ! qe.D -15.0 I 677 ! ! 15,4 19.0 I �911 t�.�1..._ 23.9 ! 29.9 ! 37.9 .Zi.,� 5L_.:; (98D1 40.e uQ7,��...:_L12� ! 50.8. 1 07.4 ' �:(1d58 i NJ 41 977 1 i i 9.0 i 4.0 l 4.0 1 4,9 ( &0 ! 5.e Le �pyprox.Wetpnt, �70 100 1-30 IZD—� JJO 400 i 500 l'—' G97 1 eel L4er2ott edoalSLediL���L (321 JJ.._J_�e�)�lto9) i S75a1'(16z1_�_ �227)._ .I zee ,,.._11SJ kt) Hancor, Inc., October, 2001 Hu° 16. 200 2 1 0:00Hh1. PRODUe c'i _ Waterworks Division 8528 SOUTH 222ND STREET (253) 437-5141 Phone KENT, WA 96031 (253) 437-5142 Fax MK330 Certificate of Compliance This is to certify that MK330, a woven polypropylene fabric yarn consists of long chain synthetic polymers and contains stabilizers and inhibitors to make tke material resistant to ultraviolet and heat deterioration. M030 meets the State of Washington Department of Transportation specification for Supported 511t Control Fabric. As listed in section 9.33, Table 6 of WAbOT, Below are the values MK330 will meet or exceed when tested in accordance with the proper ASTM test methods. PHYSICAL PROPERTY MATERIAL TENSILE (WARP X FILL) PUNCTURE STRENGTH TRAPEZOID/TEAR (WARP X FILL) MULLEN 9UR5T ELONGATTON (WARP XFTLL) PERMITTIVITY PERMEABILITY FLOW RATE APPARENT OPENING SIZE U5 5IEVE NUMBER UV RE5I5TANCE 5TRENGTH RETENTION AFTER 500 HOURS DATE: March 26, 2002 TEST METHOD MINIMUM ROLL AVERAGE POLYPROPYLENE A5TM•-D4632/A5TM-D1682 124 LB5 ASTM-04833 70 LBS. A5TM-04533 75 LB5 ASTM-D3786 300 PST ASTM-04632 18% Max ASTM-04491 15 1/5EC A5TM-D4491 '006 CM/5 A5TM-04491 10.0 GAL/MIN FT ASTM•-D4751 .60 MM U5 5IEVE # 30 A5TM-D4355 70% THE INFORMATION PRESENTED HEREIN, WHILE NOT GUARANTEED, I5 TO THE REST OF OUR KNOWLEDGE TRUE AND ACCURATE. EXCEPT WHEN AGREEb UPON IN WRITING FOR SPECIFIC COP,MITIONS OF U5F, NO WARRANTY OR GUARANTEE EXPRESSFD OR IMPLIED I5 MADE RE6ARpING THE PERFORMANCE OF ANY PRObUCT, STNCE THE MAHNI R OF USF ANC) HANDLING ARE REYOND OUR CONTROL I 1-1r:.8938 P, 3 �:l.�� u � .fie 4.4;:::� � �.,'� Ge,; 'K x��b R{1,�� e�•. Waterworks Dlvlsion 8528 SOUTH 222ND STREET "' (253) 431-5141 Phone KENT, WA 98031 (253) 437-5142 Fax JUTE MESH, Fabric Structure: Woven Jute Fiber Yarn: Jute , undyed and unbleached Physical Property: Test Method: Min. Avg. Roll Value Yarn Count Warp/Fill: 78/42 Fabric Weight: .92lbs./sy Grab Tensile Strength Dry: ASTM D4632 300 x 175 lbs./ft. Grab Tensile Strength Wet: ASTM D4632 125 x 65 lbs./ft. Max. Elongation: ASTM D4632 10% x 10%. Open Area: 65% Flow Velocity: University Channel Test 8 fps Permissible Shear Stress: .45 lb./sq. ft. Used as an erosion control blanket on moderate slopes. Roll size: 4' x 225' Item Code: SOILSAVER-ROLLS PRECONSTRUCTION CONFERENCE PROJECT: l* :0 a—e a +L I.- A,1c_k _-._-s 9 6 - ­7 -- C L ADDRESS /LOCATION :,c�� PROJECT # S Z % L,k, PERMIT # NAME THOSE IN ATTENDANCE COMPANY WORK ORDER # PHONE �1a(e� .Z3o�ff ,hrv-�o���ie�a�r�so 'h Er-d6-k)' i I/ ��z- zV�` i ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YY) 08/16/2002 PRODUCER (25)827-7400 FAX (425)827-7402 Mcf1o>ial d Insurance Group Inc p 416 6th St S PO Box 3089 Kirkland, WA 98083-3089 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURED Boettcher & Sons, Inc. P. 0. Box 992 Eatonville, WA 98328 INSURER A: American States Insurance Co.AM Best A+ INSURERB: INSURERC: INSURER D: INSURER E: GUVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSK LTR TYPE OF INSURANCE POLICY NUMBER DATE (MM/DD/YY) DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS MADE T OCCUR 1-CE-917828-1 07/29/2002 07/29/2003 EACH OCCURRENCE $ 1,000,000 FIRE DAMAGE (Anyone fire) $ 200,000 MED EXP (Any one person) $ 1 Ll 00() r PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY T ECT LOC PRODUCTS - COMP/OP AGG $ 2,000,000 A AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 6-CC-0202039-1 07/29/2002 07/29/2003 COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS LIABILITY OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION $ �q�pj ��\"dd__ EACH OCCURRENCE $ AGGREGATE $ $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY 9 SyS�GM �LOy TORY LIMITS I I ER E.L. EACH ACCIDENT $ O E.L. DISEASE -POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Project: Thunder Hills Sanitary Sewer Pipeline Access Road Repairs; CAG-02-106 City of Renton is named additional insured per attached form CG7680 (10-00). This policy is Primary and Non -Contributory and Waiver of Subrogation applies per the policy wording. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL p X%XWV MAIL City of Renton Human Resources &Risk Management Dept. S 4DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, Mike Benoit 4X�1�x�XX�9tX4(9(9�C+X9Q�Q9(9C7F�QDQXX9(9Q7A�X9@X�XXXX 1055 South Grady Way KKNMX9 MXKX 1Q7(APX' O(XX9XX-XWXNXXM1QANX.(XXXXXXXXX Renton, WA 98055 AUTHORIZED REPRESENTATIVE Ileffrey Stewart/CONNIE GAY- 1d7C1d2A_77A7 c - THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED PRIMARY CG 76 80 10 00 COVERAGE COMMERCIAL GENERAL LIABILITY This endorsement modifies insurance provided under the following: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE Name of Person or Organization: City of Renton (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement). WHO IS AN INSURED (Section ll) is amended to include as an insured the person or organization shown in the Schedule subject to the following provisions. 2. This insurance applies only to the extent you are held liable for: a. Your ongoing operations for that insured by or for you; or b. The general supervision of your ongoing operations by the person or organization shown in the Schedule. This insurance does not apply to: a. "Bodily injury" or "property damage" arising out of the sole negligence or willful misconduct of, or for defects in design furnished by, the person or organization shown in the Schedule; or b. "Bodily injury" or "property damage" included within the "products -completed operations hazard." A person's or organization's status as an insured under this endorsement ends when your operations for that Insured are completed. No coverage will be provided if, in the absence of this endorsement, no liability would be imposed by law on you. Coverage shall be limited to the extent of your negligence or fault according to the applicable principles of comparative fault. With respect to the insurance afforded the additional insured, paragraph 4. of COMMERCIAL GENERAL LIABILITY CONDITIONS (Section IV) is deleted and replaced by the following 4. Other Insurance a. This insurance is primary and noncontributory, and our obligations are not affected by any other insurance carried by such additional insured whether primary, excess, contingent, or on any other basis. b. This additional provision applies only to the person or organization shown in the Schedule. CG 76 80 10 00 Paget of t IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. • PRECONSTRUCTION CONFERENCE PROJECT NAME: Thunder Hill Sewer Access Road PROJECT NO. DATE: 8/7/02 CAG# TIME: 2:00 I. ORDER OF WORK BY CONTRACTOR (PROGRESS SCHEDULE) II. UTILITY COMPANIES (OUTSIDE) III. CITY DEPARTMENTS/DIVISIONS IV. SUBMITTALS A. SCHEDULE B. MATERIALS V. SUBCONTRACTORS AND AGENTS A. REQUEST FOR APPROVAL MUST BE SUBMITTED B. NATURE/TYPE OF WORK TO BE PERFORMED BY EACH C. SUBCONTRACTOR'S ROUTE CORRESPONDENCE VIA PRIME CONTRACTOR VI. RECORDS AND REPORTS A. PAY ESTIMATES B. ALL REPORTS MUST GO THROUGH THE PRIME CONTRACTOR. C. REQUEST MATERIAL SOURCE SHOULD BE SUBMITTED AS SOON AS POSSIBLE. D. INTENT TO PAY PREVAILING WAGES MUST BE APPROVED BY DEPARTMENT OF LABOR AND INDUSTRIES AND RECEIVED BY THE CITY PRIOR TO ANY PAY SCHEDULE BEING COMPLETED BY THE PROJECT ENGINEER (ALL PRIME AND SUBS) E. "AFFIDAVIT OF WAGES PAID" FOR PRIME AND ALL SUBS AND "RELEASE FOR THE PROTECTION OF PROPERTY OWNERS AND GENERAL. VII. TRAFFIC CONTROL AND SAFETY A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) B. TRAFFIC CONTROL PLAN (RESPONSIBLE PERSON) C. FLAGMAN — CERTIFIED BY STATE D. PROJECT SIGNING (BEGINNING AND END) VII. REQUIREMENTS FOR ACCEPTING LOAD TICKETS A. LIST OF TRUCKS TO BE USED TO HAUL WITH IDENTIFICATION NUMBER MUST BE SUPPLIED. W:\WWP-27-2766 Thunderhill Access Road\PRECON AGENDA.doc B. TARE, GROSS AND NET WEIGHTS UNLESS PRINTED AUTOMATICALLY ON TICKETS. C. WEIGHMAN'S IDENTIFICATION (PREFER STAMPED AND SIGNED BY CERTIFIED WEIGHMASTER). D. JOB NAME, CONTACT NUMBER. E. DATE AND HOUR OF WEIGHING. F. TYPE OF MATERIAL AND UNIT OF MEASURE. G. IDENTIFICATION NUMBER OF TRUCK. H. ALL TICKETS PROVIDED PROMPTLY TO INSPECTOR OR WILL NOT BE PAID. I. SCALE CERTIFICATION REQUIRED. W:\WWP-27-2766 Thunderhill Access Road\PRECON AGENDA.doc m D W � W _x _ O a o < W W X N a V N p Cn N OW N C7 � O `YGJ `YJCJ I G r . LIl/ Uzf�i a 12�R)", PUBLIC WORKS DEPARTMENT 425-430-7200 PRECONSTRUCTION CONFERENCE DATE: August 7, 2002 TIME: 2:00 PLACE: City Hall Conference Room 511 Project Name: Thunder Hill Sewer Access Road Repair Project RECEj AU6 14 2,: C�Ti o SRs . reitr Mike Benoit Phone 425 430-7206 Project Manager Fax 425) 430 7241 E-mail: mbenoit@ci.renton.wa.us Contractor Boettcher and Sons, Inc (253)318-2201 Name/Address: Phone Caleb Boettcher Phone 253)318-2201 Contact Name Fax I E-mail: Construction Thunder Hill Sewer Access Road (see attached map) Location PLEASE CHECK DEPARTMENTS TO BE NOTIFIED AND SPECIFY PERSON TO ATTEND: PUBLIC WORKS DEPARTMENT ❑ Utility Plan Review ® Water Utility ® Wastewater Utility ® Surface Water Utility ® Transportation Systems ® Maintenance Services Division ® Customer Services P.I.C. ® Construction Services ® FIRE PREVENTION ® POLICE DEPARTMENT ❑ PARK DEPARTMENT ❑ BUILDING DEPARTMENT ❑ OTHER Kayren Kittrick Abdoul Gafour David Christensen Ron Straka Karl Hamilton, Jun Aesquivel Jack Crumley Rick Kokko Kayren Kittrick Corey Thomas Kevin Milosevich (x-6701) Leslie Betlach Larry Meckling OUTSIDE DEPARTMENTS: [ X ] City Project Manager To Notify ❑ ALL SUBCONTRACTORS" Phone# ❑ Olympic Pipe Line Company (Kathy Reed) 425-235-7767 ® Qwest Communications (Frank Forrest) 206-345-2968 ® Puget Sound Energy (Jeff McMeekin) 425-462-3824 ® AT&T Cable Service (Mike Martox) 253-437-6876 ❑ King County Transportation Div. (Steve Wilson) 206-296-8144 ® Electric Lightwave (Eric Clayton) 206-812-3349 ❑ METRO - Bus Routes (Richard Garcia) 206-684-2732 ❑ Renton School District (Kevin Olson) Transportation 425-204-4455 ❑ Waste Management Rainier (Steve Aiton) 206-505-9171 ® Other: "Please call 425-430-7234 with updates cc: Public Information Counter: 6°i floor Margaret Pullar/L.obby FAX# 425-271-5 320 1-253-872-5434 425-462-3840 425-656-4410 206-296-8198 206-812-0370 206-684-2686 425-204-4465 206-7674605 W-%WWP-77_77AA Th—d—hill Arrrcc Rnnillnrvrnn nnFirn iinr File/New/other/nuhwks/Preannfnrm 4, CITY OF RENTON Planning/Building/PublicWorks Department Jesse Tanner, Mayor Gregg Zimmerman P.E., Administrator August 13, 2002 Boettcher and Sons, Inc. P O Box 992 Eatonville WA 98328 Attention: Caleb Boettcher SUBJECT: THUNDER HILL SANITARY SEWER PIPELINE ACCESS ROAD REPAIRS Caleb: In response to the City's precon notice, Qwest sent us the following information on telephone lines in the area of the project. One set of lines runs between Eagle Ridge Drive and Grant Avenue along the north side of the Puget Power Transmission main property. It looks like it might be in the same approximate location as the Olympic pipeline. There is also a line east of the road that is probably up within the apartment complex. We want them to have every opportunity to locate those lines to make sure we don't hit them. I have contacted Olympic Pipeline. Our contact is Kirk at (206) 786-1703. Once the job is under way, but not too far in advance of the time we reach the crossing, I will give him a call and arrange a meeting on site. If you have any questions, you may reach me at (425) 430-7206. Sincerely, Michael A. Benoit Project Manager Attachments Cc: Russ Snow, Hammond, Collier, Wade H:\File Sys\WWP - WasteWater\WWP-27-2766 Thunderhill Access Road\boettcher02.DOC\MAB:tb 1055 South Grady Way - Renton, Washington 98055 ® This paper contains 50% recycled material, 30 % post consumer RENTON AHEAD OF THE CURVE CITY OF RENTON J 1 r, Mayor July 23, 2002 Boettcher and Sons, Inc. P O Box 992 Eatonville WA 98328 Attention: Caleb Boettcher Planning/Building/PublieWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: THUNDER HILL SANITARY SEWER PIPELINE ACCESS ROAD REPAIRS Mr. Boettcher: At its regular meeting of July 22, 2002, the Renton City Council awarded the Thunder Hill Sanitary Sewer Pipeline Access Road Repairs contract to your company in the total amount of $185,097.08. Please submit the following for the preparation of the Contract Documents: 1) A list of names, addresses, telephone numbers and emergency telephone numbers for: Responsible Officer, Job Foreman and Bonding Agent. 2) Corporation letter or Resolution giving names of those authorized to sign contract and sample of their signatures. 3) Photocopy of current State Contractor's License (not master license). 4) Photocopy of current City of Renton Business License or a copy of the receipt showing that one has been obtained. 5) Two contract bonds on City of Renton forms (enclosed), UNDATED. 6) Two signed contracts (enclosed) also UNDATED, date to be filled in when signed by the Mayor. 7) Two certificates of insurance for 2002. Language on this certificate must require 45 days written notice to the City prior to cancellation and not include language relieving the insurance company, its agents or representatives of obligation or liability to meet the 45-day requirement. If the correct language is not available, the inappropriate wording may be lined out and acknowledged by the insurance company. 8) One City insurance information form (enclosed). 9) One City endorsement form (enclosed). 10) One executed copy of the City's Fair Practices Policy Affidavit of Compliance (enclosed) Please return all of the above documents and the signed and undated contracts to me. Once the City executes the contracts, an original will be returned to you. Also, at your earliest convenience, would you supply us with a work plan/schedule for the project. If you have any questions, you may reach me at (425) 430-7206. Sincerely, Michael A. Benoit Project Manager Attachments \\DAEDALUS\SYS2\SHARED\FILE.SYS\WWP - WasteWater\WWP-27-2766 Thunderhill Access Road\boettcher01.DOC\ B: _77 1055 South Grady Way - Renton, Washington 98055 E N T O N ® AHEAD OF THE CURVE This paper contains 50 /o recycled material, 30 o post consumer I?l 0 0 81' ()1 '< 08,'20; 2t102 10. 14 FAX 2531'431o1El MILE;- _ApICI c': GRAVEL F:il'r' ��OMILES SAND AND ORAVE4 COMPANY P.O. BOX 130 AUBURN, WA 9.$071 CONCRETE • GRAVEL • CRUSHED ROCK - SAND PLANTS IN SALES; -OFFICE AU51,R14 -A�''JA RCY SHE.7011 FA}; (251j A33.3105 ;255) d3•?-+7p0 ,i53? ?22 9115 !253;; $43•' 78' wb0}-25.3ida 253'. 533•?-45 ATT N : CUSTOMER PROJECT LOCATION SOURCE Mr. Caleb Boettcher Boettcher & Sons Construction DATE 8/20/02 Thunder Hills Sanitary Sewer Pipeline Rds. PROD, NO. WWP 27.2766 Renton, Wa. Auburn Pit MATERIAL 1.114" Minus CR Base Course PIT NO. A•41 SPECIFICATION WSDOT 9.03.9(3) Crushed Surfacing Base Course COMMENTS Miles' Prod. No. 19 picked up or 29 delivered. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 1-1 /4" 100 100 1" 97 80-100 5/81, 74 50-80 #4 31 25-45 #40 9 3-18 #200 1.7 7.5 max. S.E. 40+ 32 min. % Fract. 90+ 72 min. 08/20/21:i02 10:14 Fr,A 2538431815 MILE_; ';APiCI & CiRA'dEL FiOV .�MILES - SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, N;A 96C71 CONCRETE - GRAVEL - CRUSHED ROCK SAND PLANTS IN SALE&OFFiCE AUEURN T4kC,'j 9A R,;^YcN 2D 'I 8o3'o7Cf t2,3j 333-37G0 i253i 922-9116 (253)da,,-t757 ;3 �, �25S3.a ;253i 633.37ad ATT N : CUSTOMER PROJECT LOCATION SOURCE MATERIAL Mr. Caleb Boettcher Boettcher & Sons Construction DATE 8/20102 Thunder Hills Sanitary Sewer Pipeline Rds. PROJ. NO. WWP 27-2766 Renton, Wa. Auburn, Wa, 5/8" Minus Crushed Rock PIT NO. A-41 SPECIFICATION WSDOT 9-03.9(3) Crushed Surfacing Top Course COMMENTS Miles' Prod. No. 18 picked up or 28 picked up. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 3/4" 100 100 1/4" 63 55-75 #40 13 8-24 #200 3.7 10.0 max. S.E. 35+ 32 min. % Fract. 90+ 75 min. 08/2 i/2o02 10 15 FPA 25J13431r15 MILE - AND ?: GFIk;+EL F;CIV MILES..... SAND AND GRAVEL COMPANY P.O. SOY 130 AUBURN, WA 98071 CONCRETE= - GRAVEL • CRUSHED ROCK - SAND PLANTS IN SALES'OFFICE AU81JRr'J SME'.TON FAX (253i 833.3705 i:5315a5 3?0u (2531922 911fi a53j tl�'s 1757 ;3o0'i �28 33G1 ;.S:ii ?33 37e6 w ATTN: Mr. Caleb Boettcher CUSTOMER Boettcher & Sons Construction DATE 8/20/02 PROJECT Thunder Hills Sanitary Sewer Pipeline Rds. PROD. NO. WWP 27-2766 LOCATION Renton, Wa. SOURCE Auburn Stockpile PIT NO. A-41 MATERIAL 1-1/2" Minus Gravel Borrow SPECIFICATION WSDOT 9.03.14(1) Gravel Borrow COMMENTS Miles' Prod, No. 248 picked up & 348 delivered. PREPARER; Steve Ruff SCREEN % RETAINED % PASSING SPECS. 4" 100 100 1-1 /2" 100 100 #4 52-75 50-80 #40 10-25 30 max. #200 1.5-4.0 7.0 max. S.E. 45+ 42 min. 2 0 Q 2 1O, 15 FP,X 2 5 3 8 4 -3, 1815 MILE; - klJp c+ IiF:, 'VEL F: I- Z I,1(I 1� / () 1 ') eMILES .... SAND AND GRAVEL COMPANY P.O. BOX 130 AUBURN, WA 98071 CONCRETE • GRAVEL , CRUSHED ROCK - SAND PLANTS IN 3ALFSrVFF GE ACE UBN 7ACCA•A, SHLTOry PAX (2$51693.J,n5 i253) A33v7(l� i,253) 9�e•9r 15 (253) Fc?• 1?B� i3F.^.1 a26•'s:��a �25s! 93:.-57�F ATTN: CUSTOMER Mr. Caleb Boettcher Boettcher & Sons Construction DATE 8120/02 PROJECT Thunder Hills Sanitary Sewer Pipeline Rds. PROD. NO. WWP 27-2766 LOCATION Renton, Wa, SOURCE Auburn Stockpile PIT NO, Stockpile MATERIAL 1.112" Minus Gravel Borrow SPECIFICATION WSDOT 9-03.14(1) Gravel Borrow COMMENTS Miles' Prod. No. 248 picked up & 348 delivered. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 4" 100 100 2" 80-94 75-100 #4 52-65 50-80 #40 5-10 30 max. #200 1.84.2 7.0 max. S.E. 50+ 42 min. (le/201/2 02 W 16 FAX 25384 ,1a15 MILE`- _'AND & GRA;"EL F;I-Yri MILES.�• SAND AND GRAVEL COMPANY P.0. BOX 150 AUBURN, VJA 96071 CONCRETE • GRAVEL • CRUSHED POCK • SAND PLANTS IN SALE S-GFFICE A;IBURN TACOMA F. '- SHE -TON FAX (253� 333-37G5 12531 833.370.' i253j 922 9116 (253 8»?.1?07 3;Ci-�5.3'. 53, 933 374r ATTN: CUSTOMER PROJECT LOCATION SOURCE MATERIAL SPECIFICATION COMMENTS Mr, Caleb Boettcher Boettcher & Sons Construction DATE 8120102 Thunder Hills Sanitary Sewer Pipeline Rds. PROJ. NO. WVVP 27-2766 Renton, Wa. Auburn Pit PIT NO. A-41 2" Minus Shoulder Ballast WSDOT 9-03.9(1) Shoulder Ballast Miles' Prod, No. 35 picked up & 45 delivered. PREPARER: Steve Ruff SCREEN % RETAINED 2-1/2 to 211 % PASSING 100 95-100 SPECS. 100 65-100 3/4" 65-78 40-80 #4 1-4 5 max #100 0-1.5 0-2 % Fract. 85+ 75 min. 08/20/2002 10 16 FAX 2538431815 MILE- ='Af ci GRA'+EL RCI'r ��MILES�,. SAND AND GRAVEL COMPANY P,o, BOX 130 AUBURN, NIA 96071 CONCRETE , GRAVEL - CRUSHED ROCK - SAND PLANTS IN SALBSr)FFICE AUBURN TQ.COWA �25:;1 833-$705 (2$9) 332.3700 i253) 322-9116 (25g) 43-1787 (310; 4?g.73= '253, 37-E ATTN: Mr. Caleb Boettcher CUSTOMER PROJECT LOCATION SOURCE MATERIAL SPECIFICATION COMMENTS Boettcher & Sons Construction DATE 8/20/02 Thunder Hills Sanitary Sewer Pipeline Rds. PROJ. NO. WWP 27-2766 Renton, Wa. Auburn Pit PIT NO. A-41 Fish Rock (Rounded, Washed 4" to 1f4" As Submitted Miles' Prod. No. 249 picked up & 349 delivered. PREPARER: Steve Ruff SCREEN % RETAINED % PASSING SPECS. 4" 100 100 2" 65-85 --- 1 " 35-60 --- 3/4" 15-30 --- 1/4" 0-5 0-10 #200 0.3 0-1.0 N 08/20/2002 1017 FAX 253843 18 15 MILES ' rtJD 'c< GR,6 EL R0Y 141LES ....,. SAND AN O GRAVEL COMPANY P.O. BOX 130 AUBURN WA 9SC71 CONCRETE - GRAVEL 9 CRUSHED ROCK • SAND PLANTS IN SALES.'OFFICE AUBURN TACOVA ROy SHE'."ON FAX (25 �? Z33 $'G5 i:53i 533 3i0G ii53i 3<i•0116 253? ea3.17P? GyyO) 126.3:a1 ;2 'I 23i ;ao ATTN: Mr. Caleb Boettcher CUSTOMER Boettcher & Sons Construction PROJECT Thunder Hills Sanitary Sewer Pipeline Rds. LOCATION Renton, Wa. SOURCE Auburn Pit MATERIAL 3/8" Minus Crushed Pathway Material SPECIFICATION As Submitted DATE PROJ. NO, PIT NO. COMMENTS Miles' Prod. No. 230 picked up & 330 delivered. PREPARER: Steve Ruff 8120102 WWP 27-2766 A-41 SCREEN % RETAINED % PASSING SPECS. 3/811 100 100 1 /41' 75-85 --- #10 35-45 --- #40 12-18 --- #200 4.0-6.5 2-7 AUG-22-02 08:44AM FROM-Randles Sand & Gravel 2538474397 FRUM : F-RSCRDEfE57IN5 FFiX NO. : Q25-823-2203 CAECACJE 7'mQ1nN.ro k AQC;A&'rCk'y. INC. TeeTN6 IL IhL.PCCnCN / eN=nseRs August 12, 2002 Randles Sand & Gravcl, Inc. Ccrt No, 0207-79 Pau 2of3 Material Ballast Material T-241 P.002/003 F-522 Rug. 12 2 ID2 09:55RM F2 ASTM C-117 & C-136 Sieve Analysis of Coarse and Fine ASS12gatu Results: See Attached Cr mph ASTM C-127 & C.128 SRccific Gravity of Coarse and Fine AgM ggatcs Ball"t Specific Gravity, 2.127 Absorption: 1,240 % ASTM C-142 Clay Lumps and Fnablc Particic5 P-M9ult: Nil ASTM C-535 i os Angeles Abrasion Teat (1000 Revolutions) Grading drieinal Wci,ht Final Wcighi Wci� eht Loss % loss 3 10002.0 gr. S674.2 gr. 1327.8 �. 13, 3 % ASTM C-88 Sulfate Soundness Tcst Sieve Size Original C.1ra.dm!z basal an +#4 0/0 loss Wcighted avers o °/P 1�oea 1 1/2" - 314" 76 1.3 1.0 3/4" 3/8" 24 0.8 0.2 Total t00 Lz 0/0 AUG-22-02 08:44AM FROM-Randles Sand & Gravel 2538474397 FRU 1 : CRSCRDET6f 1 NG FRX NO, 425-523-2203 CASCACE TESTING bABORAtCAY. In�G .Z87inC G iNSM- CnON / ,NGiNEERB Aiii U511 12, 2002 Randles Sand & CrravP-L Inc. Cert No, 0207-79 Page 3 of T-241 P.003/003 F-522 Rug. 12 2002 09:56RM P3 ASTM D-4791 Flat S[2ngated Particles (3 to 1 MJP) Weight Retained Flat Particles Elcngated Panicles 1" 6510V. 9.0% 0.011/0 3/4" 6756 gT. 6.0 % 0.0 1/2" 4976 gr. 5.0'A 1.0 °/a 44 51 S gr. 9.0 °/a 7.0 D/o Weighted averagc % Flat Particles: 6.90 percent Weighted average % Elongatcd Particles: 0,46 percent AUC 16 02 10:24a McDowell NW Pile KinC 425-251-5940 McDowell NW Pile King, Inc. PIPE PILE TOP PLATES Use: Installed into 2", 3 4" or 6" diameter (nominal) pin pile after cut off for elevation. P.2 Specifications: Plates vary in size depending on loads and use and are filet welded to pipe sleeve 6onofits: Availability: Pipe sleeve is 5" in length and vanes in diameter as required for tightly drievn fit into top of pipe pile. Prevents possibility of open ended pile penetrating into concrete footing or grade beam under fully loaded conditions. Eliminates potential concrete void by covering open pipe pile. ��oot�ty\ McDowell Northwest stocks 3 sizes which fit most applications-.—. c-- —� TP44 which is 3/8" x 4" x 4" for 2" and 3" pile TP66 which is 1/2" x 6" x 6" for 4" pile TP88 which is 1/2'' x 8" x 8" for 6" pile 3/8" to 1/2" (typi� l filet weld a 4" pipe is 4.026" I.). plate sleev is 4.00" O.D. )htly driven into pile, slightly top of pipe around filet weld. pipe pile Aug 16 02 10:24a McDowell NW Pile King 425-251-5940 P.3 McDowell NW Pile King, Inc. TYPICAL* REFUSAL CRITERIA PIPE PILE HYDRAULIC HAMMERS defined as less than i" of penetration in "X" seconds " for penetration into 60 blow count soils. HAMMER WEIGHT SECONDS PER INCH 2" PIPE 3" PIPE 4" PIPE E" PIPE (pncumatic) Jack Hammer 90 lbs. 60 Hydraulic T8 100 13 5 lbs. 40 Hydraulic TB 125 400 lbs. 12.15 25 Hydraulic TB 225 650 lbs. 8-10 15 20 Hydraulic TB 325 850 lbs. 6-8 10 16 Hydraulic TB 425 1100 lbs. 6 10 20 Hydraulic TB 725 2000 lbs. G I 15 NEW PIPE SIZE 201 3" 4" SPECIFICATION CHART Model Number Hammer Weight (Actual) Ft, Lb. Class RPM (910ws per minute) depending on Oil now OPM at 900% Operating Throttle Oil Flow Required gpm range! Working Presure psi range Tool Dam, 1n<hes rB 100 131,Ihs. 125 1000-1200 1200 4.7-5.5 1000-1300 1.57" rlj 125 400 lbs. 350 600.1200 1000 5-9 1150-2000 2" TB 225 6.50lhs 550 550-1100 1000 7.12 1400-2150 2.:" ra 325 350lb5. A.50 550-1:C0 900 9-16 1400-2_7•00 ?' TR 425 1300Ibs 1200 550-1100 900 12-21 1400-2300 3.%1:" TR 725 2000 Itr... 2000 450-700 600 18.29 1600.2400 4.50" O.D. WALL HAMMER SIZE 2,375" .218" sch 80 400 lb. 3.5" .216" sch 40 650 Ib. 4.5" .237" sch 40 850 lb. *TYPICAL PILE CAPACITY ASSUMES 2X SAFETY FACTOR 4-6 kps 12 kps 20 kps Rug 16 02 10:24a McDowell NW Pile King 425-C"51-5940 p.4 $PkCIFiCATION �53 Sizes Ye"-26' Std., XS and XXS, A.N.S.I. Schedules ingulry. 10 through 160-0ther sizes subject to Scope Coven seamle33 and welded BLACK and hot -dipped galvanized nominal (average) well pipe for coiling, bending, {lensing and other special pvtposes and h suitable for welding, CONTINUOUS WELD pipe Is not Intended lot flanging (rail brcit operation to form range using pipe wall), Purpose for which pipe is Intended should be slated on order. Kinds of Steel Open-hearth Deslc•oxygen Permitted For Eleclric•furnace Pipe Material Sefs standards for coating of pipe with zinc inside and outside by the Hot -Dipped Galvanizing hot•dipDed Droeass. Wright of avail^Q must not averse less then 1.8 oz. per square foot and not less than 1.6 or. per square. 001. Same as ni2o. Permissible Variations in Wall Thickness Chemical Re ulFCments Type s (stamists pro.) a Type ( (trectrlc *erdl Open-iMarth, electric. C.meetlllen_MI. X Mn t s Q Inrne<e of e..le O.Te.n c C'Ade n 0 75 0 75 0.05 0.06 Grade 6 0.30 1.20 0.05 0.06 Type r (leretce-.eld.d pep•) open Hrs,th, EItc I.Ie• cempetltlea---MAP % 3 r.rn.ce or Basic OxYTen C Mn ► _ — 0.001 0.06 Tensile Requirements Hydrostatic Testing u le. Continuous Weld Vironsct-atld.d) to At et, o.e., a„Ic o.rEee to flog. ►urn, Tensile Strength min., psi ............. 50.000 45.000 Yield Point min„ psi .. . ............... 30,000 Y5,000 e x Seamless or Electric -Weld E.4 Tensile Strength min„ psi , , , , , , , , , ..0060Yield Crade e Point min., psi .............. .00 3S,000 Hydrostatic inspection lest preisures (for plain end and threaded and coupled pipe are specified. Hydrost,+tic pressure shaft be maintained for not less than 5 seconds for all sizes of seamless and electrirWeW Pipe. Permissible for Extra $iron and fighter wall thicknes SOT Variations in Plus or inus S Weights per Foot g p For heayler than extra strong will thicknesses Plus or Minus 10". Permissible Variations Same as A1Z0. in Outside Diameter Tcns�le lest —Transverse iequircd on FYI sjlcs 83�e"and larger, Mechanical Tests Specified Bending Test (Cold) Sid. and XS•7." and under, xxs,l V." and under. DC%Tee of Rend Diameter of Mandrel For Nnrmal A53 Ilses 90 12 x nom. dia. of pipe For Close Coilinp 180 B x nom. die, 01 pipe Flattening Test ? Vy" and Ia,Rvr Sid, and XS. (Not required for XXS pipe). eamless and Contln(row yPefo-8es ttaaleninR tensile On one length of Number of Tests Required 111 a pipe from each lot of 500lengths or (ass of a size. Electric Weld. —Pending and tensile on one length of piP from each lot Of 500 lengths or less of a size. Electric Weld—flailening on both crop ends of each length. (FOR, In case of multiple lengths ) Lengihs Same as A)20. (1.enR(hs longer than sinRle random, heavier wall than XS subject to negotolion.) Rolled. Stamped or Stenciled Required Markings on Each Length Name or brand of manufaclu(er, (en TANI .Itorhed to etch Kind of pipe, lha( is, furnace continuous Weld, EWA seamless 9, e(C. Bundle in case of Dvndled X^,_for extra strong. XXS—for double extra strong. of Pipet A53. Also neressary to indicate when electfic41naCt, Length of pipe, or basic•oxyP.en steeps used, General Couplings —Applied handlInR tight. Couplings, 2" and smaller straight ...__. _16...i... i. , t,n ,iol I in• nine counlinus may be soecilied. Hancor, Inc. Drainage Handbook �IANCOR SURE -WOK`) WT PIPE SPECIFICATIONS SpeciFiC.ations ♦ 1.4 Scope This specification describes 4" — 8" ('100 to 200 mm) Hancor Sure-Lok WT pipe for use in nonpress ure drainage applications. Pipe Requirements Sure-t-ok WT pipe shall have a smooth interior and annular exterior corrugations. 4-to 8-inch (100 to 200 mm) shall meet AASHTO M252, Type S. • Manning's "n" value for use in design shall not be. less than 0.010. Joint Performance Pipe shall be joined with the Sure-Lok joint meeting the requirements of AASHTO M252. The joint shall be watertight according to the laborotory requirements of ASTM D3212. Joints shall remain watertight when subjected to a 1.5 degree axial misalignment. Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D1149 after 72 hour exposure in 50 PPHM ozone at '104" F (401 C). Gaskets shall be installed by the pine M,-Inufacturer and covered with a removable wrap to ensure me gasket is free from debris. A joint lubricant supplied by they ni'.anufacturer shall be) used on the gasket and bell during assembly. Fittings — g" (100 200 mm) fittings shall conform to AASHTO M252. Material Properties Pipe anti fitting material shall be high density polyethylene meeting ASTM D3350 minimum cell classification 324420C for 4- through 8-inch (100 to 200 mm) diameters. Installation Installation shall be in accordance With ASTM D2321 with the exception that miniMurn cover in trafficked areas shall be one -font (0.3 m). Pipe Dimensions Nominal Pipe I.O., in. (01111) 4 (10o) 6 (150) 8 (200) Approx. Pipe 0.0., in. (mm) (119) (175) (239) 0,6 0.7Approx. t 0 Pitch, in. (mm) ('16) (19 ) (26) Aprlrox. Weight" 10 1 20 30 Lb/20 ft stick (5) (g) ('14) (kg/6m stick) Pertorailoris All diameters available with oi- without perforations "One stlf,k is 20' (6rn) for 4" 8" (100 200 mm) diameter pipe. "'Chock with sales representative for availahility. (Cl Hancur, Inc., June, 2001 _r �-�-�` �.. ""f QQ :i �00 r I � ��h AMERICAN Ductile Iron Pipe Centrifugally Cast in Metal Molds or Sand -Lined Molds For Water or Other Liquids. What is AMERICAN Ductile Iron? The ideal of cast iron with ductility,. long sought by metallurgists, was realized with the introduction of ductile Iron in 1948. Acclaimed to be one of the most significant metallurgical developments in this century, ductile iron has had an increasing impact in many industries. Ductile iron has ductility —as the name implies —and In addition, it has strength and impact resistance far I;reater than that of gray iron, yet it retains the proven cor. rosion resistance of gray iron, thus making it an ideal piping material. American Cast iron Pipe Company pioneered in the development of Duetile Iron pipe and produced experimental casts of ductile pipe and fittings as early as 1948. In 1949 Mr. C.K. Donoho, AMERI- CAN's chief metallurgist, authored a paper on "tile amazing properties of this new metal. (allowing this experimental pl►ototnicrograpir showing graphite form in gray Iroo. work, the first shipment of AMERICAN Ductile iron Ripe was made in 1955. Production of Ductile iron Pipe has grown steadily and it is now a predominant pip- ing material for conveying water and other liquids. Ductile iron is produced by treating 1,1blten low -sulfur base Iron with magne slum under closely controlled conditions The startling change in the metal is char- acterized by the free graphite in ductile iron being deposited in spheroidal or nodular form instead of flake form as in gray Iron. With the free graphite in nodu- lar form, the continuity of the metal matrix is at a maximum, accounting for tie formation of a far stronger, tougher ductile material exceeding gray iron, in strength, in ductility and In impact• charac- teristics by wide margins. Photornlcrograph showing graphite form in ductile iron. AMERICAN Ductile Iron -Grade 60-42-10 Minimum Physical Properties AWWA C.151 These properties are verified by ten- Tensile Strength ...................60,000 psi sile samples taken from -the wall of the Yield Strength ......................42,000 psi pipe. Flon,gation ..........................10 per cent 3.1 3-1 A!.i .13. 2002 10 ; 38AM CASING INSULATORS Casing Insulators No,8479 R. 17 Casing Insulators are used to pull pipe through a casing, without the pipe ever touching the casing. The THREE types of insulators available. • Model M (with a steel band with a PVC Inner liner, with plastic runners). • Model PX (with a plastic band with bituminous resin Inner liner, with plastic runners). • Model M-SS (with a stainless steel band, with plastic runners). 6" wide band M-6 M-6-s s P X. END SEALS 8" wide band 12" wide band M 8 M•12 band = —~ M-8•SS M-12-SS runner , liner ` 1 The three styles of Insulators available: End seals are used to seal off the gap between the carrier and casing. Two types are available: 4 Model C (one-piece boot type) Model W (multi -piece type) Both tyres come with stainless steel bands. [7 ° • 165 Harbor Way, So, Son Francisco, CA 911080-6109 TEL: (650) 588-2241 FAX: (650) 873-6952 lJ �i �l (� 4 END SEALS SAND P.1PE LINX for sealing the ends of the casing and the carrier pipe. Model C W end seals are made for any carrier/casing corrrbination, nese are not made to be water -tight seals — they aro only designed to keep debris and varmints from getting into the casing. ` in j4. MODEL C is a pull -on type end seal �' I made of synthetic rubber, which also comes with two stainless stool bands.This, type of end seal is applied while pulling the carrier through the casing, u �. 7R l , PIPE LINX are designed to keep the inslde of the casing dry. These Linx form a water -tight seal after tightening, anO can take up to 20 lbs. pressure. They will fit many carrier/casing com- binatlons. However, to establish speci- fications and feasibility please consult our Pipe Linx catalog or contact Calplco. ? r17. 3� TA P ' Ir MODEL W is a wrap -around type of end seal made of flexible coal tar, reinforced with fiberglass. The Model W is applied after the pipe has been pulled through the casing. The seal is split and has two adhesive sealing strips, which are just pressed together. Each sr9al comes with two stainless steel bands for tightening down the ends. C�vS MODEL M casing P, " insulators are also available for those who want steel insulators, These heavy-duty models come with 6T B" and 12" wide "k bands made of 14-gauge steel and have a gialvanized coating, The liner is made from PVC and has an extra -heavy retaining edge to prevent the steel from coming into contact with the carrier pipe. Skids are made of polyethylene or phenolic. �������."..�"_•,. �•,2MT7"fSuk��ii.1.Y.'3�i�`��',1,.,i,,��i:r:t;�- �14�� ��e�'��' r�� Q � � W o v � n1 CV CV ri ti! ��j Awr.6�J .P xwni cLnr A �f tSN1H�,GJ�V7 ti `JNl2TFI`L I �. Alill;iona cris l ch ohINa' VW NO 13IQ � •cT 'I1 t � c� •�; �y tiE� U Fl CJ N I ch R U% fS El N ;fit AM TRUMBULL INDUSTRIES, INC. 1040 N. Meridian Rd., P.U. Box 1556, Youngstown, Ohio 44�i01 Phone: (330) 799-3333 Toll Free: 1-800-677-1799 FAX, (330) 797-3215 Made in U.S.A. 8 Mil Black "Polywrap" for Ductile Iron Pipe Polyethylene Lncasernent Tubing protects metallic pipe in corrosive soils The tubing is slipped over the pipe, extended and taped. An ovorlap of rapproxirriately two feet should he figured in calculating the total polywrap required. For example, about 20 feet of polywrap is required for each 18 foot length. Tubing in Rolls per ANSI/AWWA C 105/A21.5 �I A!C K P()I YVVHAP �-... _ . Cotttitt ous __ Rerft�rpted 0� ;. (,t' — f'rt lraratecl !�_ 1" � Rolls of Tape Pipe Leyflat Weight Trumbull Roll Trumbull Roll Trumbull Roil required per Size Width #/ft. Item No. Length Item No. Length Item No. Length 1000' of pipe ........ _.. 0.132 364-9969 300 _..._ 364-9943 _,. 300 ............. _.__. 364-9961 —.. 308 2 10"-12" 27" 0,179 364-9993 300 364-9952 300 364-9962 308 2 14"-16" 34" 0.225 364-9996 300 364-9955 300 364-g966 308 2 18"-20" 4.1" 0.271 364-9998 300 ` 24" 54" 0.358 364-9999 150 364-9958 160 364-9970 154 4 30" 67" 0.444 364-9985 150 5 36"-42" 81" 0,536. 364-9986 150 48" 95" 0.629 A A A , a 54"-60" 108" 0,715 64" 121 " 0.801 " Q.01M0RELYP!C LYVVRAr C(�Ioreo r(,4yvvrj.p r-wi:;:btet:l rally err shff wil below., BLUE GREEN LAVENDER Rolls of Tape Pipe Layfiat Weight Trumbull Trumbull Trumbull Roll required per Size Width #/ft. Item No. Item No. Item No. Length 1000' of pipe 3"-F3 20" 0.132 364-8705 364-8755 3 64 -680 5 300 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 The charts above show the popular sizes normally stocked R Indicates other sizes, types and colors that are available as "special order 1000# rninimum per color, or size. TAPI- 164-9975 2" x 100' Black Polyethylene Tape For installation instructions, See ANSI/AWWA C-105/A21.5-93, dated March 1, 1994. ug,13- 2002K10:32 0 8479'5"MrkP- 13 Series 1100 MEGALUG" Mechanical joint Restraint RESTRAINT INCORPORATED INTO THE DESIGN OFTH5FOLLOWER• GLAND • Gland body and rtstralnt components made from rnlnitnurn ASTM A536, 60.42.10 ductile iron • Available 3 inch dirvugh 48 Inch • Conventionsl installation procedures pet• A.W WA C-6M • Can be used with the etandardiud Autchanicai joitit bell conforming to ANSI/AWWA C111 A21.11 and ANSI/ AW WA 4CI53/ A21.53 of the )slat tevi3I*tr SAMPLE SPECIFICATIONS • Capable of full mechanical)olnt deflection during assembly • Capable of joint deflection after wsaurVrlV MULTIPLE, WEDC11 STYLE RESTRAINT N 0IANl•9M ♦ Proper actuation enured with torque limiting twist off nufs • Du081e iron wedges heat treated to range of 370 to 47013fiN PROOF TEMD • 3 Inch through Id inch preasure rated At 350 pet,16 inch through 48 inch, rated at 250 psi • Minimum safety fot4or of 2 1'5 1 • Listed by Underwriter$ Laboratories 3" through the 24" inch size • Appinved by Factory Mutual up through the twelve inchalze • Miniinum wolghta per the fullowing tome SUP.FORT PRODUCTS AVAILAKE • 5pht repair style available 3 inch through 48 inch DIMENSIONS AND RATINGS • Solid restraint harire" available ivr push-un pipe hells • Split restraint harness available fox eX1.5t1n8 push -on pipe 1^olfg MUST BE SEIUES 1100, h1ECAI.VG' As P1tODVCEA 9Y 60AA IRON, INC. OR APPROVED EQUAI:. • ,All cumpofremo cast kind assembled in the United States by same company with plant visitation available • Must have a record of a minimum of seven year; of manufacturing and salts of the restraint In the United States 1105 .% 4.46 2.2" 1104 4 4.06 0.62 9.U6 0.750 6.19 7.69 2 4. 611 350 5.92 2.27 1106 6 8,02 2,27 4.90 (175 7.00 0." 9.90 12,00 0.875 7.$0 9.12 2 4 7.2 350 0.875 9.50 11.12 3 1108 3 10,17 2:31 II10 10" 12.22 915 1.00 14.15 6 12.0 350 0.875 11.75 13.37 4, r., 15.0 350 2.37 111. )2" 14..32 2.37 11,20 1.00 13.30 1.25 16.7.0 18.30 0.875 14.00 15.62 68 7.4 � 35U 1'114 14" 16.40 2.69 1.5,44 1.50 20.94 QK5 1ri25 17.88 8 8 32.7 350 0.875 18.75 20.25 10 10 49.7 350 1116 16" 18.50 2.69 1118 18" 20.60 2.69 17.54 1.56 19 64 1-63 22.90 2,S.U0 0.875 21.00 22,50 12 12 $8.2 350 1120 20" 22,70 2.69 21.74 1.69 27.10 0.87S 23.25 24.75 12 12 62.2 250 0.675 25.50 27.tK1 14 14 74.6 250 1124 24" 26.90 3.20 1130 30" 33.29 3120 25.94 1.61 32.17 2.25 32.64 0,875 30.00 31.50 16 16 138.8 250 113E 36" 39.59 3.20 38.47 2.25 30,87 45.17 1.125 36,83 39.12 20 20 195.4 250 1,125 43.75 46.00 24 '.4 756.5 250 1142 42" 0-79 4,56 1143 48" 52.09 4.56 44.67 3.88 50.97 3.88 55.57 1.375 $0.02 .53.48 28 28 51012 250 61.87 1-375 57.50 60.36 32 32 712.0 250 fn • For test pressures above the rated pressures shown, coMult the EMA - lingineet ing Dept For recommendations. For projects using large di.anneter X-t-- e'74 restraints, please contact this office for our design recommendations. • The 1100 Series should not be used on Alain end fittings. tt = If • If you experience the need to install the 1110 5plies in an u.nconvenrionil I 1 o.tn F please consult our engineering department.A ' • The 1100 Series its intended for use on ductile iron pipe.'J'he restraint can _ be used on gray icon pipe if the pipe is not severely corroded and is in sound SECTION condition and has an Outside diameter that can be accommodated. For molt A - A infomia4on on the use of. die M1 GALUG restraint on grey iron (ripe ask for _F Connections Bulletin D1-1. �-' - • WAA Seal Gaskets are provided with the 30" through 48" MEGALUG M-Straints. Extra Jength T bolts are provided with the 42" and !8" sizes to g 1 T facilitate easier assembly of the mechalticaa joislt. these are, required on die above refereximi sizes to obtain the pressuxe ratings and safety factors shown. • All h1>yC,ALUG components are triade of ductile iron, The wedges ale I 0.76 heat treftted to a hardness range of 370 to 470 KIN, The product is coated AFAR VIEW FRONT VIEW r ¢T P with the same asphaltic coating specified for the pike and fittings. a.tzs_!_I� a LISTINGS AND APPROVALS Sizes 3" through 24" are listed by Under• wnter'8 Laboratories, Inc., Category I-IJKF "Fittings, Jtetairler Type," wiflr a deflection a igit> of 5 degrees ( I" thrclugh 12") and 2.1 / 2 degrees (14" through 24".) The liatfl19 file number is EX2836. Sizes 3"'through 12" are Factory SECT Mutual approved. B •B E %Clk ! NEGAA IRON SALES INC. p.t 1. 80X 857 EA5TW40, TEXAS 76440 UUMEMCM 800-433.1716 FAX 2SA.F.r)u_naat ri, M iyier/Union SAMPLE SPECIFICATIONS 3" THRU 24" MECHANICAL JOINT DUC11LE IRON FITTINGS shall be produced in the USA in accordance with all applicable terms and provisions of ANSI/AWWA C153/A21.53 and ANSI/AWWA C11 1 /A21.1 1. All Ductile Iron Mechanical Joint (Only) Fittings are rated for 350 PSI working pressure, unless otherwise indicated, NOTE. Fiftings.ore cernent-lined and sa.cl-coated in accordance with ANSI/AWWA C 1 o4/A21 .4; also available ciouble.,cement-lined or bare, All coated fittings meet requirements of NSF-61 . Sae list price sheet for details. Size A Diu. C Dia, D Diu. 3 3.96 _4 2.50 4.84 4.94 4 4,80 2.50 5.92 6.02 6 6.90 2.50 8.02 8,12 8 9,05 2.50 10.17 10.27 10 11.10 2.50 12.22 12.34 12 13.20 2.50 14.32 14.44 14 15.30 3.50 16,40 16,54 16 17.40 3.50 18.50 18.64 18 19.50 3.50 20,60 20.74 20 21.60 3.50 22.70 22.84 24 25.80 3.50 26.90 27.04 BENDS MECHANICAL JOINT C 153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL listed For Fire Main Equipment .'K' r 0 C f n K' JOINT DIMENSIONS IN INCHES F Dio. J Diu. K' Diu. M Diu 4.06 6.19 7,62 7.69 4.90 7.50 9.06 9.12 7.00 9.50 11,06 11,12 9.15 11.75 12.31 13.37 1 1. 20 14,00 15,62 15.62 13.30 16.25 17.88 17.88 15.44 18.75 20,31 20.25 17.54 21,00 22.56 22.50 19,64 23.25 24,83 24,75 21.74 25.50 27,08 27.08 25,94 30,00 31,58 31,.50 T T _ BOLTS L M S T X Diu. Size No. .58 .62 .39 .33 '/, "/e,�3 4 .60 .75 .39 .34 1/8 '/sx3'/a 4 ,63 .86 .43 ,36 7/8 3/14"/2 6 .66 1,00 .45 .38 1/8 1/4x3'/2 6 .70 1.00 47 .40 '/8 '/4x31/z 8 .73 1.00 .49 .42 1/9 3/<x3'/.2 8 ,79 1.25 .56 .47 '/8 1/4x4 10 .85 1,31 .57 .50 '/8 '/4x4 12 1.00 1,38 68 .54 7/8 '/.4x4 12 1.02 1,44 .69 .57 '/8 3/,rx4 14 1.02 1.56 .75 .61 /8 '/,,x4'/, 16 �A - T v, r, n 900 Bends (1/4) 45" Bends (1/8) 22'/20 Bonds (1/16) 111/4" (1/32) Dimensions DinlensiOnS Dimensions Dimensions Size T A R Weight A R Weight A R Weight A R Weight 3 3.4 4,5 4,0 20 2.00 3.62 16 1.50 4.98 15 1.25 7.62 15 4 .35 5.0 4.5 26 2.49 4.81 22 1.82 6.66 21 1.55 10.70 20 6 .37 6.5 &0 48 3,50 7.25 40 2.59 10.50 37 1.81 13.26 33 8 .39 7.5 7A 68 4.00 8.44 59 2.85 11.80 51 2.06 15,80 48 10 .41 9.5 9.0 136 5.01 10.88 86 3.35 14.35 67 2.32 18.36 61 12 .43 10.5 10.0 141 5.98 13.25 109 3.86 16.90 90 2.56 20.90 79 1/4 .51 12.0 11.5 220 5,50 12.06 164 3,93 17,25 148 2.59 21.25 133 16 .52 13.0 12.5 .264 5.98 13.25 202 3.98 17.50 179 2,62 21.50 159 18 .59 15.5 14,0 410 7.50 14,50 325 7.50 30.19 292 7.50 60.94 320 .0 .60 17.0 15.5 505 8.00 16.88 368 8.50 35.19 364 8.50 71.07 346 ' 24 .62. 20.0 18.5 695 9.00 16.12 481 9.00 37.69 481 9.00 76.12 457 T.I._ n.__/i i. I. - Au�,•1? 1002 10:30AM AMERICAN Ductile Iron Fastite Joint Pine JUlowatale Joint Deflection r avid ..y. •_......'.-- '.'_. IYtaAimUfn Rawnuncnded Drllectl0u � NOgrinpl Layiny _ Lenpllr Y A f t. } l ollagt per Lanpth (in.) Deltecli0n AligW (deyrsesl 120 10 0 2112C° 14 20 2.1 10 20 2.1 �° J 18 2p 21 `•>° 20 20 21 '° 24 20 21 s-°_ 20 21 5° 30 20 17 4° . 42 20 10 3° 46 20 yr} 7.0 12 — 00 20 12 30 134 Z° for optlrnum aeeembly, tlua joints sbould be assealbled will' U1e pip® Yl l(!ASOngllly SlYglgi)( 9119nmeN. Icier )Jun e33em• bly the pipe may be delle0190 up 10 164 me.orkmmahrmn above. Olivet distances are based on nominaal 2040ot lengtiro-. Sere Section 2 Table 2-4 for maximum ailowsule bricrnal sepwratlon of 24' end Na*Q Ir Faertle loNxa. Special Fastite Deflection Bells special Fasi:ite bells are available which allow greater maximum joint: de('lection a, follows: 'rat• e Edo. 3.5 Sise 0(fretper Ueltecllvn in. Lsnytl' 111. Angle -- 42 no 5�I i 17 17 Fi 4° 4° 60 64 _ 17 17-..r.__.... 4° 4° (-Nigel dialencaa are ba6ej cm :?rl•IGOI ket�llat:. {4''I . 3-9 "l Arra, r/ oft Aek RAM SOLID & TAPPED PLUGS & CAPS T-:- X. hi i i 3"-12" 14"-241" 3%12'" 14'"-24" MJ Plug MJ Cap Dimensions Max. Weights Size T Tap Plugs Caps 3 4.6 2 8 8 4 .46 2 8 10 6 46 2 18 17 8 .46 2 26 25 10 .56 2 36 35 12 .56 2 46 44 14 .62 2 79 85 16 .62 2 100 93 18 6'3 2 130 122 20 .66 2 160 152 24 68 2 202 202 TAPPED TEE _ MJ Tapped Tee (2" Top) Dimensions. Size T L Max. Tap Weights 3 .34 6 2 19 4 .35 6 2 23 6 .37 6 2 37 8 .39 6 2 53 10 .41 6 2 68 12 A3 6 2 88 16 .52 6 2 164 ;MECHANICAL JOINT C153 DUCTILE IRON COMPACT FITTINGS Sizes 3" thru 12" UL listed For Fire Main Equipment ,z SOLID SLEEVES { T T t 1 Short Long Dimensions Weights Size T Ll L2 Short long 3 .34 7.5 12 13 19 4 .35 7.5 12 17 24 6 .37 75 12 28 39 8 .39 7.5 12 38 53 10 .41 7,5 12 49 68 12 43 7.5 1.2 56 82 14 .56 95 15 111 141 16 .57 9.5 15 137 172 18 68 9,5 15 160 200 20 .69 9.5 15 212 269 24 .75 9 5 15 272 377 ADAPTERS Lj T MJxFE FExPE Dimensions Weights Size T L' L2 MJxFE FExPE 3 .34 6 12 20 4 .35 6 12 24 24 6 .37 6 12 36 36 8 .39 6 12 56 52 10 41 6 12 75 69 12 43 6 12 80 88 14 .51 6 12 126 ... 16 .52 6 12 166 149 20 GO 6 275 Tyler pipe/Uhlifies Division • P.U. Box 2027 9 Tyler. Texas 75710 • 19031 882-551 1 ws AMC-RICAN Ductile Iron Pipe in sizes 4" through 64" is manufactured in accor- dance with and meets or exceeds all applicable requirements of AWWA C151 Standard for "Ductile Iron Pipe, Centrifugally Cast, for Water or Other Liquids." The quality of AMERICAN's products and conformance to appropriate specifications is assured by the British Standards Institute's certification that AMERICAN's quality system complies With the ISO 9002 Cluallty Management System Standard. GENERAL {tEQUIREMENT5 AMERICAN Ductile Iron pipe,. with Fastite or mechanical joints, cornl:rlilzs with AWWA C151 and the joints meet require" ments of AWWA C111, The 001,lde diameters of- 4"-4.8" are the same as for gray Iron pipe that was formerly manufac- tured per AWWA C106 or C1ort, rnaking ductile iron pipe completely interchange- able with gray iron pipe made to these standards with respect to joining diame- ters, accessories and fittings. The installation of ductile iron pipe is covered In AWWA C600, including gener- al instructions for the assembly of push -on and mechanical joint pipe. See Section 2 of this Pipe Manual for detailed assembly instructions for Fastlte and Mechanical i 1 7 n 4. . The nominal laying length of the µfps: is as shown in tables in this Section. A maximum of 20 per cent of the total number ofpipe of each size specified in an order may he furnished as much as 24" shorter than the nominal laying length, and an additional 10 per cent may be furnished as much as 6" shorter than nominal laying length. Dimensions The plain end, the socket of the pipe, ,a nl 'tlie accessories are gaged at suffi• ciently frequent intervals to assure that the dimensions Comply with the require- ments of AWWA C151, Thickness Minus thickness tolerances of pipe are shown below, Table No. 3-1 Size fAlna. Tolerance W, I in. 4^.©^ 0.06 in^•12' 0.06 10-42" 0.07 aa` 0.00 sa"-64• 0-09 UM AA A U g 2 002 107 A M AMERICAN Uuctile Iron desirable combination of high strength Pipe provides ... and excellent ductility ... a pipe that will withstand high internal pressure and deep High Impact Resistance cover ... a pipe providing added reliability AMERICAN Ductile Iron Pipe has the and additional factors of safety for normal high Impact strength and toughness., to and for unusual conditions such as expan- withstand shocks usually encountered in sive soils and earth movement due to transportation, handling and installation. freezing and thawing. These characteristics also provide added security against stresses induced by water Assured, Proven Long life hammer, highway traffic and unexpected Historical records document the adverse forces. Excellent impact resistance proven service for centuries of gray cast is confirmed by tests made at regular ;`iron pipe. Extensive laboratory and field intervals in accordance with ANSI/AWWA y tests conducted by many authorities C151/A21.51 Standard. under various installation conditions prove. the superiority of ductile, Iron for soil cor- Superior Strength rosion resistance over gray cast iron. The AMERICAN utilizes the ideal r..ombi- outstanding resistance of Ductile Iron pipe nation of chemical analysis and heat treat- to 'soil corrosion has been verified by more rnent to produce a pipe with the most than four decades of service, After receiving the full force of a 4,500 pound weight dropped from a height of 30 feet, this 30" AMWCAN Ductile Iron Pipe was severely deformed, but did not fail. Design of AMERICAN Ductile Iron ripe The pinclpel slandarde covering ductile Iron pipe are ANS11AWWA C160✓A2i.50 and ANSVAWWA CISVA21,51. Theso and other slandeokls are refsrenco Ihr�,Kjgty l quo Section eliher by the IiA ANSVAWVJA Oeslgnabon or -by only the AMA ni.irtibering,such as AWWA(3t f). AMERICAN Ductile Iron Pipe is designed for combinations of Internal pressure, water hammer, earth load and truck load. Thicknesses are determined in accordance with ANSI/AWWA C150/ A21.50, employing design methods applicable to flexible pipe. Utilizing the principal mechanical properties of high P!n ';47`a P tensile strength, ductility and impact resis- tance, the design of cltictile iron pipe is conservative In all respects and embodies high factors of safety. for qualification of pipe these properties are confirmed during production by frequent tensile and impact tests of specimens from the, wall of pipe. 3.2 An additional minus tolerance of 0.02" is permitted along the barrel of the pipe for a distance not to exceed 12", Weight The welght tolerance of pipe is minus 6 per cent for pipe 12" and smaller in diameter, and minus 5 per cent for pipe larger than 12" in diarnrter. COATINGS AND LINING5 Outside Coatis& The outside coating for use under normal conditions is an asphaltic coating approximately 1 mil thick as specified in AWWA C151. The coating is applied to the outside of all pipe, unless otherwise specified. See section.,1'I. Inside Lining AMERICAN Ductile Iron Pipe for water service is normally furnished with standard cement lining on the inside as specified in AWWA C104, For other types of service, pipe can be furnished uncoated inside or with cement lining, asphaltic lining, Polybond lining, holybondPlu5"m lining, coal tar epoxy or with other special lining as may be required to meet special service conditions and as agreed upon at time of purchase. 3-6 for more detailed information on coatings and linings see Section 11, TESTING To insure that the properties of the fin- ished pipe meet or exceed the requirements of AWWA C151 and those of AMERICAN's quality control progr'arn, continuous inspection and basting are perfon•ned. 5p@(I.rU r Analysis ,r Following magnesium treatment of the molten metal, a sample is poured from each ladle for spectrum analysis. Within minutes, the amount of magnesium and other elements in the iron is determined. This early verification of the metal compo- sition is a vital factor in the control of pipe quality. Tensile Test Tf're �dhyslcal characteristics of Lhe pipe are continually checked by tensile tests made <'tt a frequency of it least one such test during each casting periorl of approximately 3 hours, The tensile test specimens are cut from the pipe wall, and are machined from the midsection for testing. The acceptance values for test specimens are as follows: b S �Y f. - 1 Hancor, Inc. Drainage Hindbook Specifications ♦ 1-2 HA O0 BLUE SEA i t" PPEE 8; PE of r, €'i S, This specification describes 12- through 60-inch (300 to 1500 mm) Hancor BLUE SEALT"1 pipe for use in gravity flow applications. Pi�rq F $.q�t3rerz:erz'ts BLUE SEAL TM pipe shall have a smooth interior and annular exterior corrugations. • 12- through 48-inch (300 to 1200 mm) shall meet AASHTO M294, Type S. • 60-inch (1500 mm) shall meet AASHTO MP 7, Type S. • Manning's "n" value for use in design shall not be less than 0.010. Pipe shall be joined with the BLUE SEALT"1 joint mooting the requirements of AASHTO M294, or AASHTO MP7. 12- through 60-inch (300 to 1500 mm) shall be watertight according to the requirements of ASTM D3212, Gaskets shall be made of polyisoprene meeting the requirements of ASTM F477 with the addition that the gaskets shall not have any visible cracking when tested according to ASTM D'I 149 after 72 hour exposure in 50 PPHM ozone at 104" Fahrenheit. Gaskets shall be installed by the pipe manufacturer and covered with a removable wrap to ensure the gasket is free from debris. A joint lubricant available from the .manufacturer shall be used on the gasket and bell during assembly. 36- through 60-inch (900 to 1600 mm) diameters shall have a reinforced bell & spigot including a bell tolerance device. The bell tolerance device shall be installed by the manufacture and covered with a protective wrap. The gasket corrugation shall be reinforced with a closed cell structural foam Core. Fittings shall conform to AASHTO M294 or AASHTO MP7, Fabricated fittings shall be welded at all accessible interior and exterior junctions. tA�u4elllgt S'IL-:if��G%� Pipe and fitting material shall be high -density polyethylene meeting ASTM D3350 minimum cell classification 335420C. The pipe material shall be Hancor Resin 8111, which is a slow crack resistant material evaluated using the single point notched constant tensile load (SP-NCTL) test. Average SP-NCTL test specimens must exceed 24 hrs. with no test result less than 17 hrs. The closed cell structural foarn core must have a free rise density no less than 3 lbslft3 and compressive strength no less than 20 Ib5/in2. is::;ati.I:,t3nn Installation shall be In accordance with ASTM D2321, with the exception that minimum cover in trafficked areas for 12- through 48-inch (300 to 1200 mm) diameters shall be 1 ft. (0.3 m) and for 60-inch (1500 mm) diameter, the minimum cover shall be 1.5 ft, (0.5 m). Nominal Oiametei 15 --T{ -- is — 24 1 10 J6 T— l2 ( 46 s0 ....... OLD__ j....._I�4)_. t600) (760) ( 1900} ..__110501. (1200) �ssov) i 14.2 I 17.7 1 2115 � 74 4 i 30.0 i 41.4 44.6 � 95.0 ` 67 J ntt�4 t7.0,.1e.(tnml - 79_146�_�,(Cd0) 17211-„ �_1014V t f1062) It�191 (139� (17091 1514 19.0 23.9 29.9 3719 i 43.0 004 i 87.4 73.7 i .jl a_�,T,�li4se t1a7z1L911 _93k1 t4.a. (7, _�_,M' e 20 i 2,4 1.0 4.0 1 4.0 40�8.0 5.0 7,8 rL.., r ..� —i—j!a(i1_-...1..,_,-(t9e�,3 Approx. Weight, � 70 I 100 � 130 �! 220—� 310 i 400 � 500 i 697 801 i �. �e12a IL el+ekLKvLe(t�d�� az . I___JJ_��_la�l-.._ _t�oo)....�.1227).._... 200 C) Ha(}eo.r, Inc„ October, 2001 till l l I I Ji/lW EFS PRODUeTSil li Il l `JI J MK330 Certificate of Compliance This is to certify that MK330, a woven polypropylene fabric yarn consists of long chain synthetic polymers and contains stabilizers and inhibitors to make the material resistant to ultraviolet and heat deterioration- M030 meets the State of Washington Department of Transportation specification for Supported Silt Control Fabric. As listed in section 9.33, Table 6 of WADOT, Below are the values MK330 will meet or exceed when tested in accordance with the proper ASTM test methods. PHYSICAL~ PROPERTY MATERIAL. TENSILE (WARP X FILL) PUNCTURE STRENGTH TRAPEZOID/TEAR (WARP X FZLL) MULLEN BURST ELONGATION (WARP XFILL) PERMITTIVITY PERMEABILITY FLOW RATE APPARENT OPENING SIZE US SIEVE NUMBER UV RESISTANCE STRENGTH RETENTION AFTER 500 HOURS DATE: March 26, 2002 TEST METHOD MINIMUM ROLL AVERAGE POLYPROPYLENE ASTM-D4632/A5TM-01682 124 L95 ASTM-D4833 70 LBS. ASTM-04533 75 LB5 A5TM-D3786 300 PSI ASTM-04632 18% Max ASTM-D4491 15 1/SEC A5TM-04491 .006 CM/S A5TM-04491 10.0 GAL/MIN FT' ASTM-D4751 .60 MM US 5IEVE # 30 A5TM-D4355 70% THE INFORMATION PRESENTFD HEREIN, WHILE NOT GUARANTEED, I5 TO THE BEST OF OUR KNOWLEbGE TRUE AND ACCURATE, EXCEPT WHEN Ark> E0 UPON IN WRITING FOR SPECIFIC CONNTIONS OF USE, No WARRANTY OR GUARANTEE EXPRESSED OR IMPLIED 15 MADE REGARDING TI-IE PERFORMANCE OF ANY PRObUCT, SINCE THE MANNER OF USF AND HANDLING ARE PEyoND OUR CONTROL r Ll 8528 SOUTH 222ND STREET (253) 437-5141 Phone KENT, WA 98031 (253) 437-5142 Fax JUTE MESH, Fabric Structure: Woven Jute Fiber Yarn: Jute , undyed and unbleached Physical Property: Test Method: Min. Avg. Roll Value Yarn Count Warp/Fill: 78/42 Fabric Weight: .92lbs./sy Grab Tensile Strength Dry: ASTM D4632 300 x 175 lbs./ft. Grab Tensile Strength Wet: ASTM D4632 125 x 65 lbs./ft. Max. Elongation: ASTM D4632 10% x 10%. Open Area: 65% Flow Velocity: University Channel Test 8 fps Permissible Shear Stress: .45 Ib./sq. ft. Used as an erosion control blanket on moderate slopes. Roll size: 4' x 225' Item Code: SOILSAVER-ROLLS :: WAL g Jesse Tanner, Mayor August 20, 2002 Boettcher and Sons, Inc. P O Box 992 Eatonville WA 98328 Attention: Caleb Boettcher CITY OF RENTON PlanningBuilding/PublicWorks Department Gregg Zimmerman P.E., Administrator SUBJECT: THUNDER HILL SANITARY SEWER PIPELINE ACCESS ROAD REPAIRS Caleb: Enclosed for your records is an executed original of the Thunder Hill Sanitary Sewer Pipeline Access Road Repair Contract. We have also included a copy of the executed document for your use at the site. This letter shall also serve as your notice to proceed. Your first billable day will be August 21, 2002. If you have any questions, you may reach me at (425) 430-7206. Sincerely, Michael A. Benoit Project Manager Attachments Cc: Russ Snow, Hammond, Collier, Wade \\DAEDALUS\SYS2\SHARED\File Sys\WWP - WasteWater\WWP-27-2766 Thunderhill Access Rnarl\hnettr•.hrrhZ Il(lf\MAR-If R 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