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Home My WebLink AboutWWP273711.i.., ti J I�JIHVL% WOMA AS Cadman, Inc. i.►w;P j{R �, Ate_ Credit Department' 300 E John Carpenter #1500 T{i` y IRVING, TX 75062 + S 1; #tiry - Qj 003.78 D US File#: 51114 7100 6309 2640 6730 3131 CITY OF RENTON RENTON. CITY OF AUG 0 4 2014 1055 S GRADY WAY RENTON, WA 98055 RECEIVED CITY CLERK'S OFFICE car Slal. CC' x1(ctur ( e� f r -' fl}rtiitl!!1�l:it=9!ll�itlril:ttlilt!!!l+ti;i'!ilit ,'lit! ; i!{!' PKELIMINARY NOTICE OF INTEN t 1 O osAIM AGAINST BOND (Wash. Rev. Code Section 39.08 ) E C E I V E D *****GENERAL /OTHER CONTRACTOR***** *****LENDER / SURETY***** SAME AS CUSTOMER AUG052014 *****PUBLIC ENTITY OR REPUTED***CITY OF RENTON *****CUSTOMER***** RENTON, CITY OF �JTILITY SYSTEMS EQUITY BUILDERS LLC 1055 S GRADY WAY GEORGE L HOCHSTEIN RENTON, WA 98055 5066 E 26TH DRIVE BELLINGHAM, WA 98226 P.O. #: ere sh labor, service, • You are hereby notified that Cadman, Inc. Credit Department has furnished A will ate, Block & Related for the equipment or material of the following general description: Cement, Ready -Mix, Aggregate, building structure or other work of improvement RD E RENTON, WA784362 -07/24/County o4 KING. -451 ERIMETER RD E-CONTRACT: WWP-27 3625 project, located at 451 PERT • The name of the person or firm who contracted for the purchase of such labor, services, or material is EQUITY BUILDERS LLC GEORGE L HOCHSTEIN, 5066 E 26TH DRIVE, BELLINGHAM, WA 98226. -An estimate of the total price of the labor, services, equipment or material is $0.00. REQUEST FOR COPY OF PAYMENT BOND AND NAME OF SURETY COMPANY To Contracting Party: RENTON, CITY OF or State Comptroller t ^ (� o ,h„ P + r t Tt,2 t:n e -agir ciU ;t ~ by dcclur cs :`ct `e ha suprlie< ;r k%A . s spply t^bor-. r d s^n.b_d v _ ha, the payment has not yet been made therefore, and that he the address hereby re abots vethat the contracting body furnish a certified copy of the payment bond, if any, to the claimant, NOTICE TO PUBLIC ENTITY OR AGENCY ment of said materials, supplies, or Also please take notice that contractor and his bond will be held for the pay provisions. No suit or action shall olrba maintained art the eof unless theap provisions of Wash Rev. Code Section recover 39 08 065 for h gainst the contractor or his bond to have been material, supplies, or provisions y p co m a ith. Pre a ed f �ad In .Credit De nt, 300 E Jsihn Carpenter #1500, IRVING, TX 75062. y Date Prepared: 07/29/2014 Dequil Blackmon Telephone: (425) 867-1234 Fax: (866) 521-5459 National Lien Manager 9 ht Pettit Manifold Forms. All Right Reserved. (800) 420-6767 Program copyright Frank W. Moore. NI Rights Reserved. (916) 941.9961. Forms copyright Cadman, Inc Sukel0o 7554 185thAvenue NE PO Box 97038 Redmond, WA98073-9738 425.867.1234 Fax 425.961.4046 www.cadman.com Dear Property Owner, We are sending you the attached notice as part of the routine of conducting our business. We are required by law to send these notices via certified mail. We apologize for any inconvenience. This is not a lien. Occasionally, customers feel that such a notice is a reflection on the credit of the contractor. We want you to understand clearly that we have no such intention, but that we are merely complying with the laws of the state. We send these notices automatically on all jobs where we furnish material upon the order of someone other than the owner of the property. In this way, we comply with the law in all cases, and you, as owner, are fully informed about who has lien rights on your property. We are pleased to have the opportunity to serve you, even though this particular order came to us indirectly. If you have any problems in connection with your job please contact the Credit Manager listed on the attached notice. We want to be sure that you are not only satisfied, but also completely enthusiastic about our products. Thank you for your business CITY OF RENTON COUNCIL AGENDA BILI Al #: Submitting Data: Public Works For Agenda of: Dept/Div/Board.. Utility Systems Division/ April 13, 2015 Wastewater Utility Agenda Status Staff Contact...... Michael Benoit, ext. 7206 Consent .............. X Public Hearing.. Subject: Final Pay Estimate CAG 14-078 Correspondence.. Sewer Radio Panel Relocation and Lift Station Ordinance ............. Improvements Resolution............ Contractor: Equity Builders, LLC Old Business........ New Business....... Exhibits: Final Pay Estimate Study Sessions...... Notice Of Completion of Public Works Contract Information......... Recommended Action: Approvals: Council Concur Legal Dept......... Finance Dept...... X Other ............... Fiscal Impact: Expenditure Required... $6,022.50 (Final Pay Est.) Transfer/Amendment....... Amount Budgeted....... $10,000 Revenue Generated......... Total Project Budget $100,000 (2015) City Share Total Project.. SUMMARY OF ACTION: The project was awarded on July 7, 2014. Construction began on October 30, 2014, and was completed on March 27, 2015. The original contract amount was $145,799.25 and the final amount is $146,918.01, an increase of $1,118.76 or less than 1%. The cost increase was due to additional specialized materials to resolve a changed condition. The 2014-2015 budget for the Sewer Radio Panel Relocation and Lift Station Improvements Project is $190,000 (account 426.465504). The amount budgeted for this project is enough to cover the construction, engineering and staff costs of this project. STAFF RECOMMENDATION: Accept the project, approve the final pay estimate in the amount of $6,022.50 and release the retainage in the amount of $6,708.57 after 60 days, subject to the receipt of all required authorizations. H:\File Sys\WWP - WasteWater\WWP-27-3711 Sewer Radio Panel Relocation and Lift Station Improvements\PayEstimates\Agenda Bill Final Pay S-3711.doc\MABtp ware 4 .LSS*.... i. Y �f�•L Is 9 a0 NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT Contractor's UBI Number: 602220464 Date: 03/27/2015 Name & Address of'Public Agency City of Renton 1055 South Grady Way Renton, WA 98057 UBI Number: 177000094 Assigned to: Date Assigned: ent Notice is herebv Qiven relative to the completion of contract or proiect described below Project Name Contract Number Job Order Contracting Sewer Radio Panel Relocation and Lift Station Improvements CAG-14-078 ❑ Yes El No Description of Work Done/Include Jobsite Address(es) Relocate radio repeater panels and miscellaneous safety improvements to sewer structures. Federally funded road transportation project? ❑ Yes 0 No Contractor's Name Telephone Number Affidavit ID* Equity Builders LLC 1360-592-2929 Contractor Address 5066 E 26th Dr, Bellingham, WA 98226 If Retainage is Bonded, List Surety's Name (or attach a copy) N/A Surety Agent's Address Date Contract Awarded Date Work Commenced Date Work Completed Date Work Accepted July 7, 2014 1 October 30 Z i March 27, 2015 Contract Amount $ 133,150.00 Additions ( +) $ 2,021.70 Liquidated Damages $ Reductions (-) $ 1,000.00 Amount Disbursed $ 140,209.44 Sub -Total $ 134,171.70 Amount Retained $ 6,708.57 Amount of Sales Tax Paid at 9.500% (If various rates apply, please send a breakdown) $ 12,746.31 TOTAL $ 146,918.01 TOTAL $ 146,918.01 NOTE: These two totals must be equal Please List all Subcontractors and Sub -tiers Below: Subcontractor's Name: UBI Number: (Required) JAMdavit ID* Advanced Power, LLC 602633757 1 566839 F215-038-000 07-2012 REV 31 0020e (07/06/12) Continued on page 2 Please List all Subcontractors and Sub -tiers Below: Subcontractor's Name: JUBI Number: (Required) I Affidavit ID* (Comments: 1 Contact Name: Natalie Wissbrod Title: Accounting Assistant mall Address: nW1SSDCOdlarentonwa.gov Pnone Number: 4LJ-4JV-by15 JO PAYMENT SHALL BE MADE FROM RETAINED FUNDS until receipt of all release certificates. kffidavit ID* - Provide known ones at this time. No LNI release will be granted until all affidavits are completed. submitting Form: Please submit the completed form to all three agencies below. For a faster response, please submit by e-mail. Washington State of Revenue Vashington State lepartment of Labor and Industries B ' /ashington State 1� mployment Security Department �epartment ublic Works Section =� :ontract Release_ egistration, Inquiry, Standards & PO Box 47474 O Box 44274 —oordination Unit Olympia WA 98504-7474 Olympia, WA 98504-4272 PO Box 9046 (360) 725-7588 (360) 902-5772 Olympia WA 98507-9046 FAX (360) 664-4159 FAX (360) 902-6897 (360) 902-9450 PWC@dor.wa.gov ContractRelease@lni.wa.gov Fax (360) 902-9287 publicworks@esd.wa.gov For tax assistance or to request this document in an alternate format, visit http://dor.wa.gov or call 1-800-647-7706. Teletype (TTY) users may call (360) 705-6718. F215-038-000 07-2012 REV 31 0020e (07/06/12) TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Equity Builders LLC CONTRACT NO. CAG-14-078 PO# 18/0001923 ESTIMATE NO. 4 & Final PROJECT: Sewer Radio Panel Relocation and Lift Station Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $5,500.00 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% $522.50 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $6,022.50 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $122,238.13 5. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $5,225.00 6. SUBTOTAL - CONTRACTOR PAYMENTS $127,463.13 7. RETAINAGE ON PREVIOUS EARNINGS $6,433.57 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $275.00 9. SUBTOTAL - RETAINAGE $6,708.57 10. SALES TAX PREVIOUSLY PAID $12,223.81 11. SALES TAX DUE THIS ESTIMATE $522.50 12• SUBTOTAL - SALES TAX $12,746.31 * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL: $146,918.01 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465504.018.594.35.63.000 $5,747.50 # 4 & Final $5,747.50 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465504.018.594.35.63.000 $275.00 # 4 & Final $275.00 TOTAL THIS ESTIMATE: $6,022.50 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 A �i AUTHORIZED TO AUTHENTICATE AND CERTIFY TO SAID CLAIM Signed: � 4 �w is Printed Printed On: 03/27/2015 City of Renton Public Works Department Page 1 Printed On: 03/27/2015 City of Renton Public Works Department Project: Sewer Radio Panel Relocation and Lift Station Improvements Contract Number: CAG-14-078 Contractor: Equity Builders LLC Pay Estimate 4 8 Final Closing Date: 03/27/2015 Item Description Unit Est. Unit Previous Previous This This Total No. Quantity Price Quantity Amount Quantity Amount Quantil Schedule A Mobilization and Demobilization (not to exceed 10 % of Page 1 Total Amount 001. contract total) Lump Sum 1 $11,000.00 0.50 $5,500.00 0.50 $5.500.00 1.00 $11,000.00 002. Traffic Control Lump Sum 1 $4,000.00 1.00 $4,000.00 $0.00 1.00 $4.000.00 003. Mill Ave Manhole Improvements Lump Sum 1 $25.000.00 1.00 $25,000.00 $0.00 1.00 $25,000.00 004. Main Avenue Manhole Improvements Lump Sum 1 $2,000.00 1.00 $2,000.00 $0.00 1.00 $2,000.00 005. Adjustable Guard Rail and Chain Each 2 $700.00 2.00 $1,400.00 $0.00 2.00 $1,400.00 006. Access Hatch Modification - Guard Rail System Each 30 $925.00 31.00 S28,675.00 $0.00 31.00 $28,675.00 007. Access Hatch Modification - Guard Post and Chain System Each 10 $1,000.00 9.00 $9,000.00 $0.00 9.00 $9,000.00 008. Hazen Reservoir Radio Repeater Relocation Lump Sum 1 $26.000.00 1.00 $26,000.00 $0.00 1.00 $26.000.00 009. West Hill Reservoir Radio Repeater Relocation Lump Sum 1 $26.000.00 1.00 $26,000.00 $0.00 1.00 $26,000.00 Change Order p1 Stanless Steel Clamps for External 010. Mounting of Cable Lump Sum 1 $1,096.70 1.00 $1,096.70 $0.00 1.00 S1,096.70 Subtotal $128,671.70 $5,500.00 $134.171.70 9.5% Sales Tax $12.223.81 $522.50 $12,746.31 Total S140,895.51 $6.022.50 $146,918.01 qW aIav�l s '011 City of PUBLIC WORKS DEPARTMENT, p M E M O R A N D U M DATE: April 1, 2015 TO: Natalie Wissbrod, ASD Accounting Assistant FROM: Mike Benoit, Wastewater Project Manager, x7206 SUBJECT: CAG 14-078, Sewer Radio Panel Relocation and Lift Station Improvements Final Pay Estimate, Equity Builders, LLC Enclosed is the final pay estimate for the Sewer Radio Panel Relocation and Lift Station Improvements project. The project has been sent to City Council for the meeting of April 13, 2015. The following documents are enclosed: • Copy of the Agenda Bill for Council acceptance of project and final pay estimate • Notice of Completion of Public Works Contract • Original of final pay estimate • Affidavits of Wages Paid as currently available on L & I website (one still pending) You should already have the Notices of Intent to Pay Prevailing Wages. If not, please let me know and I will forward copies to you. Thank you very much for your help. Enclosures H:\File Sys\WWP - WasteWater\WWP-27-3711 Sewer Radio Panel Relocation and Lift Station Improvements\PayEstimates\TRANSFIN - S-3711.D0C\MABtp TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Equity Builders LI,C CONTRACT NO. CAG-14-078 PO# 18/0001923 ESTIMATE NO. 4 & Final PROJECT: Sewer Radio Panel Relocation and Lift Station Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE $5,500.00 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% $522.50 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $6,022.50 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $122,238.13 S. * EARNINGS DUE CONTRACTOR THIS ESTIMATE $5,225.00 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $6,433.57 8. ** RETAINAGE ON EARNINGS THIS ESTIMATE $275.00 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $12,223.81 11. SALES TAX DUE THIS ESTIMATE $522.50 12. SUBTOTAL - SALES TAX $127,463.13 $6,708.57 $12,746.31 * (95% x LINE 1) ** (RETAINAGE: 5%) GRAND TOTAL: $146,918.01 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465504.018.594.35.63.000 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465504.018.594.35.63.000 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 CERTIFY TO SAID C IM Signed: pew g�gvl�5 $5,747.50 # 4 & Final $275.00 # 4 & Final TOTAL THIS ESTIMATE: $5,747.50 $275.00 $6,022.50 Printed On: 03/27/2015 City of Renton Public Works Department Page 1 Printed On: 03/27/2015 City of Renton Public Works Department Page 1 Project: Sewer Radio Panel Relocation and Lift Station Improvements Contract Number: CAG-14-078 Contractor: Equity Builders LLC Pay Estimate 4 & Final Closing Date: 03/27/2015 Item Description Unit Est. Unit Previous Previous This This Total Total No. Quantity Price Quantity Amount Quantity Amount Quantity Amount Schedule A Mobilization and Demobilization (not to exceed 10 % of 001. contract total) Lump Sum 1 S11,000.00 0.50 $5,500.00 0.50 S5,500.00 1.00 S11,000.00 002. Traffic Control Lump Sum 1 $4,000.00 1.00 $4,000.00 S0.00 1.00 S4,000.00 003. Mill Ave Manhole Improvements Lump Sum 1 $25,000.00 1.00 $25,000.00 S0.00 1.00 $25,000.00 004. Main Avenue Manhole Improvements Lump Sum 1 $2,000.00 1.00 S2,000.00 S0.00 1.00 $2,000.00 005. Adjustable Guard Rail and Chain Each 2 S700.00 2.00 $1,400.00 $0.00 2.00 S1,400.00 006, Access Hatch Modification - Guard Rail System Each 30 S925.00 31.00 S28,675.00 $0.00 31.00 $28,675.00 007. Access Hatch Modification - Guard Post and Chain System Each 10 $1,000.00 9.00 S9,000.00 S0.00 9.00 $9.000.00 008. Hazen Reservoir Radio Repeater Relocation Lump Sum 1 $26,000.00 1.00 S26,000.00 S0.00 1.00 S26,000.00 009. West Hill Reservoir Radio Repeater Relocation Lump Sum 1 $26,000.00 1.00 $26,000.00 $0.00 1.00 $26,000.00 Change Order H1 Stanless Steel Clamps for External 010. Mounting of Cable Lump Sum 1 $1.096.70 1.00 S1,096.70 S0.00 1.00 S1,096.70 Subtotal S128,671.70 $5,500.00 9.5 % Sales Tax S12,223.81 $522.50 Total $140.895.51 $6,022.50 $134,171.70 $12.746.31 S 146,918.01 qW 3lad's" �i 4 i / Page 1 of 3 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Affidavit of Wages Paid Project Detail - Project Dashboard Document 3/13/2015 Intent 663313 Affidavit 566839 Affidavit Approved Received Id Id Status on Date 3/13/2015 Your Company Information Name Address WA UBI no. Contractor Registration no. Industrial Insurance Account Id Email Address Filed By Project Information Awarding agency: Awarding agency contact: Awarding agency contact phone number: Project Details Project name ADVANCEDAPOWER LLLC PO BOX 13705 MILL CREEK,WA,98082 602633757 ADVANPL901OB 47729502 lorenapllc@aol.com Dorrah, Loren RENTON, CITY OF 1055 S GRADY WAY RENTON, WA - 98055 Michael Benoit 425-430-7206 Sewer Radio Panel Relocation and Lift Station Improvements County where work was performed King City where work was performed Renton Job site address/directions: multiple locations within City of Renton https://fortress.wa.gov/lni/wagelookup/AffidavitDetails.aspx 03/27/2015 Page 3 of .1 1 , .. Electricians - Inside Apprentice Wages Public Notes o Show/Hide Existine Notes No note exists https:Hfortress.wa.gov/lni/wagelookup/AffidavitDetails.aspx 03/27/2015 To: dbaischCcbrh2.com; Michael A Benoit Subject: Re: Mill Ave MH and Radio Panel As-Builts Hi Mike, Here are the landing elevations and electrical as -built notations. Thanks, George Hochstein PM Equity Builders LLC 360-592-2929--o 360-739-3447--c -----Original Message ----- From: David Baisch <dbaisch@rh2.com> To: alderlea <alderlea@aol.com> Sent: Thu, Mar 26, 2015 9:42 am Subject: Mill Ave MH and Radio Panel As-Builts Hi George, Hope all is well. Mike Benoit was asking about as-builts for this project. Do you think you could provide the as -built information for the following? -updated route of the antenna cable on top of Hazen. - Mill Ave manhole elevations? Was there anything else that got changed? Feel free to call or email if you have any questions Thanks, David Baisch, P.E. I RH2 Engineering, Inc. Project Engineer 22722 29th lime SE. Suite ? 10 11(diell. «'A 98021 P: 425.951 .�426 C: 206.697.2iX4 www.rh2.com Michael A Benoit From: David Baisch <dbaisch@rh2.com> Sent: Thursday, March 26, 2015 3:21 PM To: Michael A Benoit Subject: RE: Mill Ave MH and Radio Panel As-Builts Hi Mike, Yes this covers everything for the as-builts, nothing else needed on our end. I agree no O&M needed and physical work is complete. I will quickly update the drawings per the asbuilts and send you them sometime next week. Do you need a letter of completion? Thanks, David Baisch, P.E. I RH2 Engineering, Inc. Project Engineer 22122 29th Drive SE, Suite 210 Bothell, WA 98021 P: 425.9515426 C: 206.697.2584 www.rh2.com From: Michael A Benoit [mailto:Mbenoit@Rentonwa.gov] Sent: Thursday, March 26, 2015 2:13 PM To: David Baisch Subject: RE: Mill Ave MH and Radio Panel As-Builts David, If this covers everything we need for as-builts, we should be done with construction. Do you have what you need for the repeater relocations? Was there anything else you think we need? In my conversation with Clayton, we did not see need for any O & M paperwork. I think we are done with all the physical work. Thanks Project Manager Wastewater Utility City of Renton (425) 430-7206 From: alderlea@aol.com [mailto:alderlea(aaol.com] Sent: Thursday, March 26, 2015 12:19 PM TO: FINANCE DIRECTOR FROM: PUBLIC WORKS ADMINISTRATOR CONTRACTOR: Equity Builders LLC CONTRACT NO. CAG-14-078 PO# 18/0001923 `"ESTIMATE NO. 3 PROJECT: Sewer Radio Panel Relocation and Lift Station Improvements 1. CONTRACTOR EARNINGS THIS ESTIMATE 2. SALES TAX (ONLY ON SCHED A ITEMS) @ 9.50% 3. TOTAL CONTRACT AMOUNT THIS ESTIMATE $29,287.50 $2,782.31 4. EARNINGS PREVIOUSLY PAID CONTRACTOR $94,415.00 5. ' EARNINGS DUE CONTRACTOR THIS ESTIMATE $27,823.13 6. SUBTOTAL - CONTRACTOR PAYMENTS 7. RETAINAGE ON PREVIOUS EARNINGS $4,969.20 8. " RETAINAGE ON EARNINGS THIS ESTIMATE $1,464.37 9. SUBTOTAL - RETAINAGE 10. SALES TAX PREVIOUSLY PAID $9,441.50 11. SALES TAX DUE THIS ESTIMATE $2,782.31 12. SUBTOTAL - SALES TAX $32,069.81 $122,238.13 $6,433.57 $12,223.81 (95% x LINE 1) " (RETAINAGE: 5%) GRAND TOTAL: $140,895.51 FINANCE DEPARTMENT ACTION: PAYMENT TO CONTRACTOR (Lines 5 and 11): ACCOUNT # 426.465504.018.594.35.63.000 $30,605.44 # 3 RETAINED AMOUNT (Line 8): ACCOUNT # 426.465504.018.594.35.63.000 $1,464.37 # 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 TIFY TO SAID CLAIM Signed: 6W,, A�04' A' HM,-, �i ZLIs $30,605.44 $1,464.37 $32,069.81 Printed On: 03/09/2015 City of Renton Public Works Department Page 1 Printed On: 03/09/2015 City of Renton Public Works Department Page 1 Project. Sewer Radio Panel Relocation and Lift Station Improvements Contract Number. CAG-14-078 Contractor. Equity Builders LLC Pay Estimate 3 Closing Date 03/06/2015 Item Description Unit Est. Unit Previous Previous This This Total Total No. Cluantty Pnce ":,.antity Amount Quantity Amnunt Ouanhty Arri Schedule A Mobilization and Demobilization (not to exceed 10'. of 001 contract total) Lump Sum 1 S11.000 00 0.50 $5.500.00 S0 00 050 $5.500 00 002 Traffic Control Lump Sum 1 S4.000 00 1.00 S4,000.00 S0 00 1 00 $4,000 00 003, Mill Ave Manhole Improvements Lump Sum 1 S25.000 00 100 S25.000 00 $0 00 1 00 $25,000.00 004. Main Avenue Manhole Improvements Lump Sum 1 $2,000 00 1.00 S2,000.00 S0.00 1 00 $2,000,00 005. Adjustable Guard Rail and Chain Each 2 S700 00 0.50 $350 00 1 50 $1,050.00 200 S1,400.00 006 Access Hatch Modification - Guard Rail System Each 30 $925.00 7.50 S6.937.50 2350 $21,737.50 31 00 $28,675.00 007. Access Hatch Modification - Guard Post and Chain System Each 10 $1.000 00 250 $2,500.00 6.50 S6,500 00 9.00 S9.000 00 008 Hazen Reservoir Radio Repeater Relocation Lump Sum 1 S26.000.00 1 00 $26.000 00 $0.00 1 00 S26.000.00 009 West Hill Reservoir Radio Repeater Relocation Lump Sum 1 S26.000.00 1 00 $26.000 00 S0 00 1 00 S26,000.00 Change Order b1 Stanless Steel Clamps for External 010 Mounting of Cable Lump Sum 1 $1,096.70 100 S1.096 70 $0 00 1 00 S1,096.70 Subtotal $99,384.20 $29,287.50 $128.671.70 9.5'. Sales Tax S9,441.50 $2.782 31 S12.223.81 Total S108.82570 $32,069.81 $140895.51 f 3jc n•t� 1 3�q`ra� Page 1 of 3 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Statement of Intent to Pay Prevailing Wage Document Received Date:10/30/2014 Company Details Company Name: Address: Intent ID: Affidavit ID: 566839 Status: Approved On 663313 11/3/2014 Contractor Registration No. WA UBI Number Phone Number Industrial Insurance Account ID Email Address Filed By Project Detail - Project Dashboard Prime Contractor Company Name Contractor Registration No. WA UBI Number Phone Number Project Information Awarding Agency Awarding Agency Contact Awarding Agency Contact Phone Number ADVANCED POWER LLC PO BOX 13705 MILL CREEK, WA, 98082 ADVANPL901 OB 602633757 425-481-8260 47729502 torenapltc@aot.com Dorrah, Loren EQUITY BUILDERS LLC EQUITBL987N7 602220464 360-592-2929 RENTON, CITY OF 1055 S GRADY WAY RENTON, WA - 98055 Michael Benoit 425-430-7206 https://fortress.wa.gov/lni/wagelookup/IntentDetalls.aspx 03/27/2015 Page 2 of 3 IV , Contract Number Project Name Contract Amount Bid due date Award Date Project Site Address or Directions Payment Details Check Number: Transaction Id: Intent Details Expected project start date: (MM-DD-YYYY) In what county (or counties) will the work be performed? In what city (or nearest city) will the work be performed? What is the estimated contract amount? OR is this a time and materials estimate? Will this project utilize American Recovery and Reinvestment Act (ARRA) funds? Specifically, will this project utilize any weatherization or energy efficiency upgrade funds (ARRA or otherwise)? Does your company intend to hire ANY subcontractors? CAG-14-078 Sewer Radio Panel Relocation and Lift Station Improvements $145,799.25 6/10/2014 7/7/2014 multiple locations within City of Renton 104538072 10/30/2014 King Renton $20,000.00 No No ire Does your company intend to hire subcontractors No to perform ALL work? Will your company have employees perform Yes work on this project? Do you intend to use any apprentices? No (Apprentices are considered employees.) How many owner/operators performing work on 0 the project own 30% or more of the company? Hiring Contractor Company Name EQUITY BUILDERS LLC https://fortress.wa.gov/lni/wagelookup/IntentDetails.aspx 03/27/2015 Page 3 of 3 Contractor Registration No. WA UBI Number Journey Level Wages County I Trade King I Electricians - Inside Public Notes o Show/Hide Existine Notes No note exists EQUITBL987N7 602220464 Occupation Wage Fringe # Workers Journey Level $42.61 $18.69 3 https:Hfortress.wa.gov/lni/wagelookup/IntentDetails.aspx 03/27/2015 I I Page 1 of 3 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Affidavit of Wages Paid Project Detail - Project Dashboard Document 3/13/2015 Intent 663313 Affidavit 566839 Affidavit Approved Received Id Id Status on Date 3/13/2015 Your Company Information Name Address WA UBI no. Contractor Registration no. Industrial Insurance Account Id Email Address Filed By Project Information Awarding agency: Awarding agency contact: Awarding agency contact phone number: Project Details Project name County where work was performed City where work was performed Job site address/directions: ADVANCED POWER LLC PO BOX 13705 MILL CREEK,WA,98082 602633757 ADVANPL901OB 47729502 lorenapllc@aot.com Dorrah,Loren RENTON, CITY OF 1055 S GRADY WAY RENTON, WA - 98055 Michael Benoit 425-430-7206 Sewer Radio Panel Relocation and Lift Station Improvements King Renton multiple locations within City of Renton https://fortress.wa.gov/lni/wagelookup/AffidavitDetaiIs.aspx 03/27/2015 Page 2 of 3 t Prime contractor name EQUITY BUILDERS LLC Prime contractor registration no. EQUITBL987N7 Contract no. CAG-14-078 Prime contractor Phone Number 360-592-2929 Prime contractor Intent form Id# for this 662898 project Dollar amount of your contract: $ 20,000.00 Bid due date 6/10/2014 Contract award date 7/7/2014 Intent filed date 10/30/2014 Job start date:MM-DD-YYYY 10/30/2014 Date work completed:MM-DD-YYYY 12/2/2014 Project Completion Did your subcontractors perform all work on No this project? Did your company hire any subcontractors? No Did your company have employees perform Yes work on this project? Did this project utilize American Recovery No and Reinvestment Act (ARRA) funds? Specifically, did this project utilize any No weatherization or energy efficiency upgrade funds (ARRA or otherwise)? Company Owner Information How many owner/operators performed work 0 on the project that own 30% or more of the company? No company owner added. Affidavit Subcontractor(s) No subcontractor is selected for this affidavit. Journeylevel Wages County I Trade I Occupation I Wages I Fringes King Journey Level 142.61 118.69 Workers 3 Hours 186.00 https://fortress.wa.gov/lni/wagelookup/AffidavitDetalls.aspx 03/27/2015 A Page 3 of 3 Electricians - I Inside Apprentice Wages Public Notes o Show/Hide Existine Notes No note exists https://fortress.wa.gov/lni/wagelookup/AffidavitDetails.aspx 03/27/2015 Pauc I of, 3 State of Washington Department of Labor & Industries Prevailing Wage Section - Telephone 360-902-5335 PO Box 44540, Olympia, WA 98504-4540 Statement of Intent to Pay Prevailing Wage Document Received Intent ID Date:10/29/2014 662898 Company Details Company Name: Address: Contractor Registration No. WA UBI Number Phone Number Industrial Insurance Account ID Email Address Filed By Project Detail - Project Dashboard Prime Contractor Company Name Contractor Registration No. WA UBI Number Phone Number Project Information Awarding Agency Awarding Agency Contact Awarding Agency Contact Phone Number Affidavit ID: Status: Approved On 10/30/2014 EQUITY BUILDERS LLC 5066 E 26TH DR BELLINGHAM, WA, 98226 EQUITBL987N7 602220464 360-592-2929 03430300 janine.equitybuilders@hotmail.com Hochstein, George EQUITY BUILDERS LLC EQUITBL987N7 602220464 360-592-2929 RENTON, CITY OF 1055 S GRADY WAY RENTON, WA - 98055 Michael Benoit 425-430-7206 https://fortress.wa.gov/lni/wagelookup/IntentDetails.aspx 03/27/2015 Page 2 of) (,- Contract Number Project Name Contract Amount Bid due date Award Date Project Site Address or Directions Payment Details Check Number: Transaction Id: Intent Details Expected project start date: (MM-DD-YYYY) In what county (or counties) will the work be performed? In what city (or nearest city) will the work be performed? What is the estimated contract amount? OR is this a time and materials estimate? Will this project utilize American Recovery and Reinvestment Act (ARRA) funds? Specifically, will this project utilize any weatherization or energy efficiency upgrade funds (ARRA or otherwise)? Does your company intend to hire ANY subcontractors? CAG-14-078 Sewer Radio Panel Relocation and Lift Station Improvements $145,799.25 6/10/2014 7/7/2014 multiple locations within City of Renton 104535438 10/29/2014 King Renton $145,799.25 No No Yes Does your company intend to hire subcontractors No to perform ALL work? Will your company have employees perform Yes work on this project? Do you intend to use any apprentices? No (Apprentices are considered employees.) How many owner/operators performing work on 1 the project own 30% or more of the company? .Journey Level Wages County I Trade Occupation Wage Fringe https:Hfortress.wa.gov/lni/wagelookup/IntentDetails.aspx 03/27/2015 Page 3 of 3 Workers King Laborers General Laborer $41.69 $0.00 1 King Raggers Journey Level $35.34 $0.00 1 King Power Equipment Operators- Shovel , Excavator, Backhoe, $52.58 $0.00 1 Underground Sewer Et Water Tractors Under 15 Metric Tons. Public Notes o Show/Hide Existinp, Notes No note exists https:Hfortress.wa.gov/lni/wagelookup/IntentDetails.aspx 03/27/2015 Print Form Reset Form CITY OF RENTON TRAFFIC CONTROL PLAN PROJECTNAME: aj- Li -Et Siwf,� PERMIT# CONSTRUCTION.COMPANY: � �(f� �u;/�,,,s L[ L PHONEM CONTACT NAME: orcC! L)2GI'S �e,'. PHONEM ADDRESS: wA ?8.9JI(CELL#: E-MAIL ADDRESS: a IdLe - FAX#: PROJECT LOCATION: 4 36 -So0 1h: !I j4u e, S. N/E/S/W OF: WORK TIME: Sa.- . - Sp.:,, , APPROVED BY: WORK DATE:APPROVAL DATE: Permit Holder agrees to all the following: 560-5-7.Q-_-29aq -.760- 73c- 3vv 36u -?39 —3Yy • Comply with all traffic regulations of the City of Renton and the State of Washington. • Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices. • Notify emergency services (253-852-2121) twenty-four (24) hours before any street or lane closures. • Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of R.C.W. 47.36.200 through 47.36.220, 9A.36.050 Reckless Endangerment, and other applicable State and City codes. • Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney's fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Permit Holder's agents and employees. • The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City's reasonable attorney's fees and litigation costs incurred resulting from such claim. • In the event any claim or suit is brought against City within the scope of this Agreement, Permit Holder will pay for legal counsel chosen by the City to defend against same. • Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. • By my signature herein, I acknowledge all the above requirements. PRINT NAME: 6fp,;;, ir-,, DATE: //'/7-�y 01 SIGNATURE: OFFICE COPY T- CONTRACrOR DEV. SERVICE, INSPECTION P. MILLER DEVV, SERVICE, PLAN REVIEW S. LEE / J ILLIAN / R. NAIR POLICE CLARK WILCOX FIRE FIRE MARSHALL FS #13 LONGITUDINAL BUFFER SPACE - B POSTED SPEED 25 1 3D 1 35 1 40 tl LENGTH s WEM 66 0120 170 270 CHANNELIZING DEVICE SPACING POSTED SPEED (MPH) N TAPER omn N TANGENT (FEET) 35145 30 w 25130 20 40 AIQ4, RDAD WOW W2D4 AHEAD = LAZE ilOAD AID SIGN SPACING - X RURAL ROADS 45 155 MPH ow 4 RURAL ROADS a URBAN ARTERIALS 35r 40 MPH 3W ! RURAL ROADS, URBAN ARTERIALS, x{ 13D MPH RESIDE IM A BUSINESS DISTRICTS 2O7: URBAN STREETS 25 MPH OR LESS ,07 a ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE AT-0RAW INTERSECTIONS AND ORNEWMYS. V 0lQ � A RRNV F A ' R vw Kill Pf vr, S , 4 Vr3s tiliutt uD AYAD RI, U DID 0120 7A BAN IIDIO WOW B 107 VAX 1B .7. X ° ° e 11HAL1110 e e 1 a e o LEGEND DI SIGN LOCATION - a ° CHANNELMNO DEVICES ® BARRICADE -TYPE 3 L $ FLASHING wuaNO LIGHT r 5 NOTES 1. This plan IS bTterldad for use on roaftsys when lmft volumes create sullloleM gape far rnOtoi Vehiclos tD ylea. 2. Steady Bumtrg YVwnl g Llphls (type C per MUTCD) shall be used to mark Ctomm bg Devloes at ntghL 3. Adequais slgld dlsterme abet be provIded for dryers to we oppostg Vaflto, citawlee we llapyara arwor Temporary Wei. 4. E> t Chennelb ft DeA oe trper across shoulder - reoommendad. 5. Poet mount som when In place for 3 days or IOW. 8. For speed UmI135 mph a tdgher raplaoe Wl-3R wIIh W14R. 7. For signs she refer tD Mwwd On Unllonn Traflk Control Devices (MUTCD) and WSDOT Sign Fabdwlon Manual M5545. 8. Conskjor uskq a PCNG for addW ml advance wanrtrg. vraa, ROAD WORK AHEAD k3 DID 02n.2A iLMD wank FOR LOCAL AGENCY USE ONLY NOT FOR USE ON STATE ROUTES tQ S7ONAL e� rr 1111 EXPIRES ARGUE T 9. 2009 Ysll LANE CLOSURE VMTNOUT FLABOERS — LOW VOLUME ROAD STANDARD PLAN K-" 2"1 SHEET I OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch Ill 10-12-07 n��eoimresaw o�Tt RH2 JOB NO.: Equity Builders Submittal Log # 1 Transmittal of Shop Drawing or Equipment Submittal For: City of Renton Sewer Radio Panel Relocation and Lift Station Improveme NAF CONTRACT: WWP 27-3711 Item covered by this submittal: Gratin Refer to the following attachment(s) for a detailed description of the item. Applicable specification section: x First Submittal OR ❑ Resubmittal ❑ This item is as specified OR ❑ This item is a substitution/or equal ❑ Supplier/Subcontractor certifies: Notes to Engine-e : ❑ Conforms to contract ❑ Minor deviations as specifically noted ❑ Major deviations as specifically noted Review Priority: ❑ 1 ❑ 2 ❑ 3 Requested Return Date: Date Received by RH2 Engineering: 9/30/2014 Date Returned to Equity: 10/2/2014 ❑ Reviewed ® Revise and Resubmit ❑ Rejected ❑ Furnish as Corrected RH2 ENGINEERING, INC. Corrections or comments made on the shop drawings during this review do not relieve contractor from compliance with Date: 10/2/2014 Reviewed BV: DB requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is David Baisch, P.E. responsible for: confirming and correlating all quantities and dimensions; selecting fabrication processes and techniques of construction; coordinating his work with that of all other trades; Signature and performing his work in a safe and satisfactory manner. Comments from Engineer: �- The fibergrate designs have been reviewed. Contractor shall verif}, all dimensions including ladder length and distance from top rung. It looks like the drawings were designed b1 alicensed engineer, please resubmit stamped drawings since a different product was used per note on D\ G' No. S01. 10/2/2014 10:51 A11 j:\data\ren\113-076\sdc\subttnttals\from contractor\rh2 submittal'#1 gratiug.doct Denis Law CityOf Mayor f / 1 V��Y O� Public Works Department - Gregg Zimmerman, P. E., Administrator August 20, 2014 Mr. George Hochstein Equity Builders, LLC 5066 E 26th Drive Bellingham, WA 98226 RE: CAG-14-078, SEWER RADIO PANEL RELOCATION AND LIFT STATION IMPROVEMENTS Dear Mr. Hochstein: Enclosed is your executed original of the contract for the Sewer Radio Panel Relocation and Lift Station Improvements Project. We have also included a copy of the executed contract for your use. If you have any questions, please contact me at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Enclosure \\RVFPS-02\Depts\PW\File Sys\WWP - WasteWater\WWP-27-3711 Sewer Radio Panel Relocation and Lift Station Improvements\Equity Builders 01 Radio Repeater.doc\MABad Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Denis Law Ci y Ofj� Mayor _ ® v City Clerk - Bonnie I. Walton August 18, 2014 George Hochstein Equity Builders, LLC. 5066 E. 26`h Drive Bellingham, WA 98226 RECEIVED AUG 19 2014 CITY OF RENTON UTILITY SYSTEMS RE: Sewer Radio Panel Relocation & Lift Station Improvements (WWP-27-3711); CAG-14-078 Dear Mr. Hochstein: Now that the contract for the above -referenced project has been awarded, effective 7/7/2014, 1 am returning your check in the amount of $9,000.00 submitted by your company in lieu of the bid bond. Sincerely, J a n . S t ting A City Clerk cc: Michael Benoit, Project Manager 1055 South Grady Way • Renton, Washington 98057 • (425) 430-6510 / Fax (425) 430-6516 • rentonwa.gov nu vv��mery I M— AN AM I I—IAL wA I EHMAHK PRINTED ON THE BACK. THE FRONT OF THE DOCUMENT HAS A MICRO -PRINT SIGNATURE LINE. ABSENCE OF THESE FEATURES WILL INDICATE A COPY. Peoples Bank I P.O. Box 233 CASHIERS CHECK 1251 1 Lynden, WA 98264-0233 ' 4464161516 1 44949=55 c I� 1031 Pay To The :,:r; : f i , — i:a Order Of - " .- Dollars LW Authorized Authorized Signature NOTICE TO CUSTOMERS If this check is lost, misplaced or stolen, you must provide us with a written claim and a Declaration of Loss. Your claim may become effective on the day we receive your written claim and Declaration of Loss or 90 days after we issued this check, whichever is later. You will not be reimbursed unless your claim is effective and you are otherwise entitled to reimbursement. ABLE THE KF, NA =AULA, OK 1:103L0055111:00446 411615LG711' Contract Number: (assigned by City Clerk) Select Type: ® Contract/Agr. ❑ Permit ❑ Lease ❑ Adden/Change O Staff Name: (Michael Benoit Department/Division: PW / Utilitv Svstems Extension: 7,)na Contract Type: (assigned by City Clerk) EDEN Queue: 05/007 Addenda/CO #: to City Clerk's CAG #: CAG-14-078 (if applicable) Expiration Date: 12/31,15 Contract Class: ❑ Receivable ® Payable ❑ Grant ❑ Misc. (no $) Contract Solicitation Method: Contractor Name: Equity Builders, LLC Formal Call for Bid (CFB) Advertised via City Clerk Short Description: Sewer Radio Panel Relocation and Lift Station Improvements Full or Additional Relocate Sewer Radio Repeater Panels I Rehabilitate Deep Manhole at Mill Ave & S 5th I Add Safety Description: Rails to Sewer Lift Stations ® Legal Review (attach memorandum from City Attorney) ® Risk Management review for insurance (attach memorandum from Risk Management) ® Insurance certificate and/or policy (attach original) ❑ Response to legal or Risk Management concerns (explain, in writing, how concerns have been met) ® Performance bond and verification memo from staff (for Public Works type of contracts $35k & over only) ® Federal excluded parties list verification (Attach printout of search results from Website: www.sam.goviportal/public/SAM) ® Active business license and Accounts payable W-9 vendor form? (obtain if not already on file with Finance Dept.) ® Yes ❑ No Submitted contracts are signed by contractor? If "No", provide explanation here. Fiscal Impact to City: ® Expenditure OR ❑ Revenue Amount Budgeted: (line item. see below ):$ 190,000 Amount of Attached (including tax) $ 145,799,25 per year for years = Total Amount of Attached $ 145,799.25 Prior Council approval via agenda bill process required if: (see policy 250-02) ❑ Contract or addendum is $100k or over (non -Public Works) or $150k or over (Public Works). ❑ Budget adjustment or fund transfer is necessary. ❑ Interlocal Agreement (most lnterlocal Agreements require Resolutions) NOTE: Mayor signs for the City, except that the Department Head may sign contracts: Date of Council Approval: Resolution Number: if applicable) (if applicable) Under $35,000 when for non -Public Works & Small Public Works Roster (SWR); Under $40,000 when for Public Works single craft -non-SWR; and Under $65,000 when for Public Works multi -craft non SWR EXCEPT: Change Orders to PW contracts in any amount can be signed by Project Mgr IF July 7, 2014 within budget AND under Administrator's authorization. Key words for City Clerk's electronic card file: Print Form Revised 10/25/2013 EQUITY BUILDERS LLC July 20, 2014 City of Renton 1055 South Grady Way Renton WA, 98057 Attn: Mike Benoit Mike, 5066 E 26'" DRIVE BELLINGHAM WA 98226 Here is a list of responsible personnel and for the "Sewer Radio Relocation and Lift Station Improvements" Project: George Hochstein: PM and on -site superintendent for above grade construction and mechanical. 5066 E.26th Dr. Bellingham WA 98226 360-592-2929-office 360-739-3447-cell/jobsite 360-592-9013-home/emergency 360-739-3685-wife Maria/emergency Dave Neuser: Site -work and underground superintendent 6463 Vista Drive Ferndale 98248 360-961-7696 cell/primary 360-384-3134 home/emergency Juan Duran: Pipe Foreman 7734 Goodwin Rd. Everson WA 98247 360-306-0436 cell/primary 360-966-0340 home/emergency Brandon Bush C/o Propel Insurance: Bonding Agent 206-676-4214 Thank you. George Hochstein Owner Office # 360-592-2929 Fax # 360-592-2655 Cell # 360-739-3447 Road Construction Northwest, Inc. Force Account Job Name Qe jr,r->, S-' ,,i,,Ce Job # Force Acet BID ITEM #: Is this work associated with a DVN? If so attach form DVIV. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNWEmployee Name Classification Hours // EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Eauinment # Classification Hours -g-7y M 1'r) 6 ex e- �f 2 - 9! e. +& C-4 L 31,-- .21 L t.1 y r / C,5 v. S U 1- MATERIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Roadprfstruction NW Representative FA �- -1- l6 Date Form No. 11 (Rev. 02/29/12) SARCNW1FormsVoreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. FA Force Account Job Name �,,�,(-i,, �P� . r,� Job # Force Acct # �' 603 BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Eouioment 9 Classification Hours 37 - `I to 1 pl&ra MATERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # guantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road ve F - �6 Date Form No. 11 (Rev. 02/29/12) SARCNWIFormslForemafforeman Forms Rev 022912 Road Construction Northwest, Inc. FA Force Account Job Name �rg Job # 1 UGj Force Acct # 27--003 BID ITEM #: Is this work associated with a DVN? If so attach form DIN. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Eauioment # Classification Hours l-S'S 7 e, 1A e_ W. MATERIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road Construction NW Representative Date Form No. 11 (Rev. 02129/12) S:\RCNW\Forms\ForemanlForeman Forms Rev 022012 Road Construction Northwest, Inc. nn '' Force Account Job Nameyh �Gt��PQI Job # % �b Force Acct # d q— 003 BID ITEM #: _ Is this work associated with a DVN? If so attach form DIN. Yes No Date work performed �%--%- /.� Additional Days To Be Added To Original Contract _ Description of Work LABOR FORCE RCNW Employee Name Classification Hours EQUIPMENT FORCE (including phis, flat beds, light towers etc.) RCNW F.nuirnnent # Classificatinn FTnnrs —/ -i Gaye Vni4ai1Q ve.w.le • A -a--• b I I d fJ5 MATERIAL UTILIZED Type or Class Vendor Detivery/Packing Stip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road Construction ve FA 7-7/1 Date Form No. 11 (Rev. 02/29/12) S\RCNW1FormsWoremanlForeman Forms Rev 022912 Seattle 206-382-9340 Tacoma 253-863-3330 Puyallup 253-841-7406 www.bestp2rkii2glot.com JOB SLIP # 15133 FOR: JOB NAME: ADDRESS: LOCATION: CITY & ZIP: CITY: OFFICE PHONE: JOB PHONE: REQUESTED BY: nN nATF- SWEEPER VACUUM WATER EDUCTOR OPERATOR LABORER LEAVE SHOP ON JOB OFF JOB ARRIVE SHOP ' TOTAL HOURS MINIMUM DESCRIPTION OF SERVICES: FIRE HOSE POLYBROOMS r SPILL RESPONSE: PRESSURE WASHER BIO DEGREASER / BIO ABSORBENT ()] SPILL KIT BOOMS EDUCTORS: SPECIALTY HEADS POTHOLING TYPE 2 CBS TYPE 1 CBS CONFINED SPACE ENTRY CB SOCKS HOSE PER FT POND CLEANING BOOMS ALL DEBRIS HAULED OFF IS SUBJECT TO A PER YARD FEE $45- $178 20 AND UP Dump on Site YES NO Yards Disp: Gallons Disp Loads of Water to Bill: (IF REQUIRED) SIGNED BY: PRESSURE WASHING o DE-ICING - VACTORS SWEEPERS - VACUUMS o WATER TRUCKS White - Original Yellow - Remittance Pink - Contractors Copy Best Parking lot Cleaning Inc 2412 Inter Ave Puyallup Wa 98372 After 30 days 1.75% per month interest will be charged. Signature of this invoice will be considered your notice of our intent to lien. r ROAD CONSTRUCTION NORTHWEST, INC. Force Account Request for Payment F.A. # 4 Bid Item # DATE: 09/08/16 NAME: Central Renton Sewer Interceptor Reline and Upsize (CAG-15-118) REMARKS: Vactor Truck Potholing aroung 18" existing Water and concrete rubble and excavating down to exisitng 15" sewer pipe to install bends to get true aligmmnet to 84" manhole. Classification Name Hours Rate of Pay TaxeslFrinae Gross Rate Total Foreman Kye VanHoof 9 $ 45.00 $ 20.97 $ 65.97 $ 593.73 Foreman ChadVanWierigan 9 $ 47.00 $ 20.06 $ 67.06 603.54 Foreman Steve Olsen 9 $ 42.00 $ 20.01 $ 62.01 558.09 Foreman Clint Willis 9 $ 42.00 $ 21.47 $ 63.47 571.23 Laborer Jeremy Bonin 9 $ 42.67 $ 6.97 $ 49.64 446.76 Laborer Andrew Pygotl 9 $ 42.67 $ 6.97 $ 49.64 446.76 Subtotal $ 3,220.11 Contractor MIU @ 29% 933.83 Total $ 4.153.94 Equipment H Class Type Hours Gross Rate Total 38-99 4x4 1 1l2 360 Crew Diesel 9 $ 26.85 $ 241.65 38-101 C-2500 9 $ 16.38 $ 147.42 30-104 F450 9 $ 40.74 $ 366.66 38-88 Ford F650 12' Flatbed 9 $ 51.60 $ 464.40 38.102 F350 9 $ 16.96 $ 152,64 24-874 Crawler Mounted Compact Excavator Deere 50D 9 $ 36.04 $ 324.36 24.880 Crawler Mounted Hydrollc Excavator 350D LC (standby) 9 $ 130.71 $ 1,176.39 24-887 Crawler mounted Hyrdraulic Excavator Deere 135C RTS 2 $ 88.86 $ 177.72 24-886 Crawler mounted Hyrdraulic Excavator Deere 135C RTS (standby) 7 $ 60.76 $ 425.32 24-892 Crawler Mounted Hydraulic Excavator 316 Cat (standby) 9 $ 71.54 $ 643.86 36-722 4-WD Articulated Wheel Loaders 544J (standby) 9 $ 38.61 $ 347.49 37-961 Portable Light Towers 9 $ 14.17 $ 127.53 37-963 Portable Light Towers 9 $ 15.03 $ 135.27 37.956 Portable Light Towers 9 $ 14.07 $ 126.63 21-112 6x4 12 YD 50 KGVW 9 $ 69.52 $ 625.68 19-994 Arrowboard 9 $ 10.50 $ 94.50 19-993 Arrowboard 9 $ 3.36 $ 30.24 19-997 Arrowboard 9 $ 10.60 $ 94.50 8X15 Steel Sheet 4 $ 44.10 $ 176.40 8x20 Trench Box 1 $ 182.07 $ 182.07 Sunbelt Pumps and Fittings 1 $ 2.210.00 $ 2,210.00 United Rentals 1 $ 1,038.27 S 1,038.27 Subtotal $ 9,309,00 Contractor MIU @ 2 1 % 1,954.89 Total $ 11,263.89 Doscrintion Vondor UOM Quantity cost Total 15"x14' SDR35 D3034 Consolidated Supply FT 14 9.88 $ 138.32 15" PVC Sewer 22 1l2" Consolidated Supply EA 2 431.97 $ 863.94 16" PVC Sewer 45 Consolidated Supply EA 2 382.59 $ 765.17 Subtotal $ 1,767.43 Contractor M/U @ 21 % 371.16 Total $ 2.138.59 Classification Vendor UOM Quantity cost Total Vector Best Parking Lot Hourly 9 $ 195.00 1,755.00 Water Fee Best Parking Lot Loads 1 $ 35.00 35.00 Subtotal $ 1,790.00 Contractor MIU @ 12% 214.80 Total $ 2,004.80 Received/Accepted by (Owner) Total labor, equipment, material, subcontractors Submitted by (RCNW) Date Phone (425) 254-9999 PC Box 188, Renton WA 98057 Fax (425) 254-1334 Road Construction Northwest, Inc. FA Force Account Job Name L'a'n -- S��ez Job # / c Force Acct # get—Opg BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work _,JL x-6 r+ bwck- u2 n•+- ,.1eA v-e, Ovo'ovt -.A IV e y ,,; &-ck t•g—c rc-A-L. A 5c v PAS. 15, StA CC ViFC-_ v. e .0 LABOR FORCE RC NW FinnlnveP. Name. ("Inceifinntinn un, „•� EQUIPMENT FORCE (including p/It4s; flat beds, light towers etc.) RCNW F.nuinment # C'lascifinatinn P-1re Z s"a MATERIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost •I r 16hrf Road Construction NW Aepresei Owner/GC Representative Form No. 11 (Rev. 02/29/12) ve Date Date SARCNW\Forms\Foreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name P- . a,, ' 2 Job # ] r Uc7 Force Aect BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RC`,NW F.nuinment # (71ac6rw;1finn TTnnrc IK-L--_S'S �.- �v.-e.x S ss z ti.e�F MATERIAL UTILIZED Type or Class Vendor Detive /Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name T e of work Invoice/Ticket # Cost NW Representative Date FA if Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) SARCMFormsToreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. FA Force Account Job Name P-6i /air 5c.we.r Job # kj O 7 Force Acct # .9 9-0oi/ BID ITEM #: Is this work associated with a DVN? If so attach form MIN. Yes No Date work performed q— ! t7 Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RC:NW Rnuinment # C..In'z6fientinn Annrc � I 5�'• �f o ti e.v c1 ` ir,i O �I y'w (0 °�" / PL'%KTERIXW1LIZED 6t'11 bef•t Kn U Type or Class Vendor Delivery/PackingDelivery/Packing Stip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road Constr/j(ictio/NW Representative Owner/GC Representative Form No. 11 (Rev. 02/29/12) 5 J-1t, Date Date S:\RCNW\Forms\Foreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name &4,-J6 yi SP.use/l Job # Force Acct # 0'-/ BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW F.ouinment # Classification Hnunz 112- J -13-o - clqqq 1 — va MATERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name T e of work Invoice/Ticket # Cost Road Construction NW Representative Owner/GC Representative Date Date SARCNW1Forms1Foreman\Foreman Forms Rev 022912 Form No. 11 (Rev. 02/29/12) Seattle 206-382-9340 PA KING LOT CLEANING INC. Bt V- VII0-74t1 1 www.bestparkinglot.com Tacoma 253-863-3330 Puyallup 253-841-7406 FOR: JOB NAME: i+'0 JOB SLIP # 15254 ADDRESS: LOCATION: i- �.�'; c: CITY & ZIP: CITY: OFFICE PHONE: JOB PHONE: REQUESTED BY: ON DATE SWEEPER VACUUM WATER<<. ,. EDUCTOR OPERATOR ! :' —' teABORER LEAVE SHOP ON JOB OFF JOB ARRIVE SHOP TOTAL HOURS MINIMUM DESCRIPTION OF SERVICES: FIRE HOSE POLYBROOMS SPILL RESPONSE: PRESSURE WASHER C BIO DEGREASER Tj BIO ABSORBENT SPILL KIT BOOMS EDUCTORS: SPECIALTY HEADS hi V POTHOLING TYPE 2 CBS TYPE 1 CBS CONFINED SPACE ENTRY CB SOCKS HOSE PER FT POND CLEANING BOOMS ALL DEBRIS HAULED OFF IS SUBJECT TO A PER YARD FEE $45- $178 20 AND UP Dump on Site YES NO Yards Disp: Gallons Disp Loads of Water to Bill: (IF REQUIRED) SIGNED BY: PRESSURE WASHING o DE-ICING o VACTORS SWEEPERS o VACUUMS o WATER TRUCKS White - Original Yellow - Remittance Pink - Contractors Copy Best Parking lot Cleaning Inc 2412 Inter Ave Puyallup Wa 98372 After 30 days 1.75% per month interest will be charged. Signature of this invoice will be considered your notice of our intent to lien. BEST PARKING LOT CLEANING INC 2412 INTER AVE PUYALLUP, WA 98372 Voice: 253-863-3330 Invoice Fax: 253-770-0724 Bill To: ROAD CONSTRUCTION NORTHWEST P O BOX 188 RENTON, WA 98057 R C� IVED SEP 2 6 2016 ,.; RC N vV Job Site: 1605 4TH & HOUSER RENTON Invoice Number: V150223 Invoice Date: Sep 21, 2016 u Page: i Customer ID Customer PO Payment Terms Due Date RCNW-EXRP17 Net 30 Days 10/21/16 Job Slip # / Description Hours Price Net EDUCTOR & OPERATOR JOB SLIP415254 9/8/2016 EDUCq 9.00 195.00 1,755.041 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP415882 9/12/2016 -* EDUC 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15928 9/14/2016.* EDUCI 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15801 9/15/2016`,k EDUCI 6.00 195.00 1,170.00 11 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15889 9/13/2016%t, EDUCI 12.00 195.00 2,340.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 PQS r�L` APPROVED, l / 1 / PROJECT �,,� � �tq', Date- COST CODE q��ovti, a4-oos: ova - - GIL # , 5 �' t .. _ EM 10•ID•it� City / (oac / ®r` VeriflecT7 ACct Using B; U TERMS: NET 30 DAYS MONTHLY FIN CHRG = 1.75% PLEASE SHOW INVOICE NUMBER WITH YOUR PAYMENT Subtotal Sales Tax Total Invoice Amount Payment/Credit Applied Il Ulm "I ALL INVOICE DISPUTES MUST BE SUBMITTED IN WRITING PRIOR TO INVOICE DUE DATE 8,950.00 8,950.00 8,950.00 RENTON EX 0.00 rhn rft , ROAD CONSTRUCTION NORTHWEST, INC. Force Account Request for Payment F.A. # 5 Bid Item # DATE: 09/12/16 NAME: Central Renton Sewer Interceptor Reline and Upsize (CAG-15-118) REMARKS: 70' out from 84" manhole the East ran Into unknown 2" steel gas main and concrete rubble around water main and 2" street light, vactor around gas and sewer flow. Classification Foreman Foreman Foreman Foreman Laborer Laborer Name Hours Rate of Pay Kye VanHoof 5 $ 45.00 Chad VanWlerlgan 5 $ 47.00 Steve Olsen 5 $ 42.00 Clint Willis 6 $ 42.00 Jeremy Bonin 5 $ 42.67 Andrew Pygolt 5 $ 42.67 Taxes/Fringe Gross Rate $ 20.97 $ 65.97 $ $ 20.06 $ 67.06 $ 20.01 S 62.01 $ 21.47 $ 63.47 $ 6.97 $ 49.64 $ 6.97 $ 49.64 Subtotal $ Contractor M(U @ 29% Total $ i2w 329.85 335.30 310.05 317.35 248.20 248.20 1,788.95 518.80 2,307.75 TOO Equipment # Class Type Hours Gross Rate Total 38.99 4x4 1 V2 360 Crew Diesel 5 $ 26.85 $ 134.25 38-101 C-2500 5 $ 16.38 $ 81.90 30-104 F460 5 $ 40.74 $ 203.70 38-88 Ford F550 12' Flatbed 5 $ 51.60 S 258.00 38-102 F350 5 $ 16.96 $ 84.80 24.874 Crawler Mounted Compact Excavator Deere 50D (operating) 1 $ 36.04 $ 36.04 24-874 Crawler Mounted Compact Excavator Deere 50D ( standby) 4 $ 25.19 S 100.76 24-887 Hyrdraulic Excavator Deere 135C RTS (standby) 5 $ 60.76 S 303.80 24.891 Crawler Mounted Hydraulic Excavator 316 Cat (operating) 5 $ 106.74 $ 633.70 36-721 4-WD Articulated Wheel Loaders 544J (operating) 6 $ 63.21 $ 316.05 37-961 Portable Light Towers 5 S 14.17 $ 70.85 37-963 Portable Light Towers 5 $ 15.03 $ 75.15 37-956 Portable Light Towers 5 $ 14.07 S 70.35 21-112 6x4 12 YD 50 KGVW 5 $ 69.52 $ 347.60 19-994 Arrowboard 5 $ 10.50 $ 62.50 19.993 Arrowboard 5 $ 3.36 $ 16.80 19-997 Arrowboard 6 $ to.50 $ 52.50 8X15 Steel Sheet 4 $ 44.10 $ 176.40 8x20 Steel Sheet 1 $ 44.80 S 44.80 Sunbelt Pumps and Fittings 1 $ 2,218.00 $ 2,218.00 United Rentals 1 S 1.356.28 $ 1,365.28 Subtotal $ 8,533.23 Contractor WU @ 21% 1,371.98 Total S 7.905.21 Description Vendor Classification Vendor Vector Best Parking Lot Water Fee Best Parking Lot TCS Traffic Control Services Flagger Traffic Control Services Flagger Traffic Control Services Flagger Traffic Control Services Traffic Signs wl Stands Traffic Control Services 28" Traffic Cones Traffic Control Services Equipment Truck Traffic Control Services Mobilization Charge Traffic Control Services by (Owner) Phone (425) 254-9999 UOM Ouantl -Q9 Tots Subtotal $ Contractor M/U Q 21 % _ Total S UOM Quanti cost Total Hourly 9 $ 195.00 1,755.00 Loads 1 $ 35.00 35.00 HDudy 5 $ 46.59 232.95 Hourly 5 $ 82.50 412.50 Hourly 5 S 82.50 412.50 Hourly 5 S 82.50 412.50 E4 30 S 6.250 187.50 EA 60 $ 0.94 56.40 EA 4 $ 68.75 275.00 EA 4 $ 15.63 62.52 Subtotal $ 3,841.87 Contractor M/U Q 12% 461.02 Total $ 4,302.89 Total labor, equipment, material, subcontractors $ 14,515.85 Submitted by (RC" Dete PO Box 188, Renton WA 98067 Fax (425) 254-1334 Road Construction Northwest, Inc. FA Force Account Job Name &14'n S-'C-"-e- Job # / S(S Force Aect # 77—00 S' BID ITEM #: Is this work associated with a DVN? If so attach form DKV. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work r�I !' LL glee l 11Us wt-o-� A (n►tza zA-c ;rkslunle- &rnur.d tAvd *- Cl. 11 Xi stye"l l � eq.Al U -f- 6curk_ aw-o y J z, cis eu,,t S-e+.�ee Jaw LABOR FORCE RCNW Fmnlovee.Nam e Classification Hours _ is cek 0.0t L)a."_WTcX-� . Jt iS ati EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Fouinment # Classification Hours 2— MATE RIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # uantit Cost i SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost >�+=UC.J N v Construction NW Representative 42- <u Date Owner/GC Representative Date Form No, 11 (Rev. 02/29/12) SARCNMFormsToremanToreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name Job # Is this work associated with a DVN? If so attach form DVN Date work performed Description of Work LABOR FORCE Force Acet # BID ITEM #: Yes No Additional Days To Be Added To Original Contract RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Eauinment # Classification Hnnrs A 2li' S �� 5 5 hrs cu c�•- `YIA'TERIAnL UTILIZED Type or Class Vendor Detivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost FA Road Construction NW Representative Date Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) S;IRCNW1Forms\Foreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name Job # Is this work associated with a DVN7 If so attach form DVN Date work performed Description of Work LABOR FORCE Force Acct # BID ITEM #: Yes No Additional Days To Be Added To Original Contract RCNW Employee Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW F,ouinment # Classification Hours �^ —(: /•__ " o � MVERIALUTILOZIED 5' Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost FA Road Construction NW Representative Date Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) SARCNW1Forms%Foreman%Foreman Forms Rev 022912 Road Construction Northwest, Inc. FA Force Account Job Name A- /M . Job # /�Q� Force Acct # BID ITEM #: Is this work associated with a DVN? If so attach form D {HIV. Yes No Date work performed g -i Z-1 w Additional Days To Be Added To Original Contract Description of Work LABOR FORCE RCNW Employee Name Classification Hours I EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Ecuinment # Classification Hours Tb— l_O-071 �I S- - 2 _ 2 mwU� av MATERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # Quantity Cost Form No. 11. (Rev. 02/29/12) SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road Construction NW Representative Date Owner/GC Representative Date SARMIAForms\Foreman\Foreman Forms Rev 022912 Seattle 206-382-9340 Tacoma 253-863-3330 JOB SLIP # 15882 Puyallup 253-841-7406 www.bestparkinglot.com FOR: -. '> `I JOB NAME:;r;> ADDRESS: LOCATION: CITY & ZIP: CITY: OFFICE PHONE: JOB PHONE: REQUESTED BY: ON DATE: i i t• SWEEPER VACUUM WATER EDUCTOR OPERATOR LABORER LEAVE SHOP ON JOB OFF JOB ARRIVE SHOP TOTAL HOURS MINIMUM DESCRIPTION OF SERVICES: s FIRE HOSE POLYBROOMS r ,� SPILL RESPONSE: PRESSURE WASHER BIO DEGREASER .BIO ABSORBENT SPILL'KIT BOOMS EDUCTORS: SPECIALTY HEADS POTHOLING TYPE 2 CBS TYPE 1 CBS CONFINED SPACE ENTRY CB SOCKS 2. HOSE PER FT POND CLEANING 'BOOMS ALL DEBRIS HAULED OFF IS SUBJECT TO A PER YARD FEE $45- $178.20 AND UP Dump on Site YES, : NO Yards 'Disp: I Gallons Disp Loads of Water to Bill: (IF REQUIRED) SIGNED BY:` A Y� PRESSURE WASHING - DE-ICING o VACTORS SWEEPERS - VACUUMS -WATER TRUCKS White - Original Yellow - Remittance Pink - Contractors Copy Best Parking lot Cleaning Inc 2412 Inter Ave Puyallup Wa 98372 After 30 days 1.75% per month interest will be charged. Signature of this invoice will be considered your notice of our intent to lien. BEST PARKING LOT CLEANING INC 2 412 INTER AVE PUYALLUP, WA 98372 Voice: 253-863-3330 Invoice Fax' 253-770--0724 Bill To: ROAD CONSTRUCTION NORTHWEST P 0 BOX 188 RENTON, WA 98057 RECEIVED Invoice Nlunber: V150223 SEP 2 6 20% Invoice Date: RMN Sep 21, 2016 Page: i Job Site: 1605 4TH & HOUSER RENTON Customer ID Customer PO Payment Terms Due Date RCNW-EXRP17 Net 30 Days 10/21/16 Job Slip # / Description Hours Price Net EDUCTOR & OPERATOR JOB SLIP415254 9/8/2016# EDUCI 9.00 195.00 1,755.0 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADS 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15882 9/12/2016 1 FDUCq 9.00 193.00 1,755.00-f WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADLE 1.00 35.00 35.00` EDUCTOR & OPERATOR JOB SLIP#15928 9/14/20164 EDUCI 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADc 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15801 9/15/2016 1 EDUCI 6.00 195.00 1,170.00 11 WATER CHARGE PER LOAD (UP TO 2,000 gallons) EDUCTOR & OPERATOR JOB SLIP#15889 9/13/20161�- LOADS EDUCI 1.00 12.00 35.00 195.00 35.00 - 2,340.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADS 1.00 35.00 35.00 POsnz'u APPROVE 7�c� � / � ( PROJECT —, COST CODE `14-oc�� `+4-005��tR;Uv� GIL 0 �y Dot �sst - - -- � i - - .� ,r-r- EM 10'10• ICp Qty' I '_Oi:1C Verlf►eTAcct TERMS: NET 30 DAYS MONTHLY FIN CHRG = 1.75% PLEASE SHOW INVOICE NUMBER NTH YOUR PAYMENT ALL INVOICE DISPUTES MUST BE SUBMITTED IN WRITING PRIOR TO INVOICE DUE DATE Subtotal Sales Tax Total Invoice Amount Payment/Credit Applied TOTAL 8,950.00 8,950.00 8,950. 00 RENTON EX 0.00 ROAD CONSTRUCTION NORTHWEST, INC. Force Account Request for Payment F.A. # 5A Bid Item # DATE: 09/13116 NAME: Central Renton Sewer Interceptor Reline and Upsize (CAG-15-118) REMARKS: Best Parking lot vectored around gas and Concrete rubble. Installed thin boards in ditch for PSE Removed Concrete rubble by hand. Classification Name Hours Rate of Pa v TaxeslFrinae Gross Rate Total Foreman Kye VanHoof 6 $ 45.00 S 20,97 $ 65.97 $ 395.82 Foreman Chad VanWlerlgan 6 $ 47.00 $ 20.06 $ 67.06 402.36 Foreman Steve Olsen 6 $ 42.00 $ 20.01 $ 62.01 372.06 Foreman Clint Willis 6 $ 42.00 $ 21.47 $ 63.47 380.82 Laborer Jeremy Bonin 6 $ 42.67 S 6.97 $ 49.64 297.84 Laborer Andrew Pygott 6 $ 42.67 S 6.97 $ 49.64 297.84 Laborer Brandon Armistead 6 $ 42.67 $ 6.97 $ 49.64 297.84 Subtotal $ 2,444.58 Contractor MIU @ 29 % 708.93 Total S 3.153.51 Equipment # 38-99 38-101 30-104 38-88 38-102 24-874 24.879 24-887 24.891 36-721 37-961 37-963 37-956 21-112 19-994 19-993 19-997 Description Class Type 4x4 1 112 360 Crew Diesel C-2500 F480 Ford F550 12' Flatbed F350 Crawler Mounted Compact Excavator Deere 50D (standby) Crawler Mounted Hydrolic Excavator 350D LC (standby) Hyrdraullc Excavator Deere 136C RTS (standby) Crawler Mounted Hydraulic Excavator 316 Cat (operating) 4-WO Articulated Wheel Loaders 544J Portable Light Towers Portable Light Towers Portable Light Towers 6x4 12 YD 50 KGVW Arrowboard Arrowboard Arrowboard 8X15 Steel Sheet 8x20 Steel Sheet Sunbelt Pumps and Fittings United Rentals Vendor UOM Hours Gross Rate Total 6 $ 26,85 $ 161.10 6 $ 16.38 $ 98.28 6 $ 40.74 $ 244.44 6 $ 51.60 $ 309.60 6 $ 16.96 $ 101.76 6 $ 25.19 $ 151.14 6 $ 130.71 $ 764.26 6 $ 60.76 $ 364.56 6 $ 106.74 $ 640.44 6 $ 36.61 $ 231.66 6 $ 14.17 $ 85.02 6 $ 16.03 $ 90.18 6 $ 14.07 $ 84.42 6 $ 69.52 $ 417.12 6 $ 10.50 $ 63.00 6 $ 3.36 $ 20.16 6 $ 10.50 $ 63.00 4 $ 44.10 $ 176.40 3 $ 44.80 $ 134.40 1 $ 2,218.00 $ 2.218.00 1 $ 1,355.28 S 1,355.28 Subtotal $ 7,794.22 Contractor MIU @ 21 % 1,636.79 Total $ 9,431.01 r1leo Quantity Cost Total Contractor M/U @ 21 % Subtotal S Total $ - BC Q. - Classlficatlon Vendor LIOM Quantity cost T3SJ Vector Best Parking Lot Hourly 12 $ 195.00 2,340.00 Water Fee Best Parking Lot Loads 1 $ 35.00 35.00 TCS Traffic Control Services Hourly 5 $ 46.59 232.95 Flagger Traffic Control Services Hourly 5 $ 82.50 412.50 Flagger Traffic Control Services Hourly 5 $ 82.50 412.50 Traffic Signs wl Stands Trsfflc Control Services EA 30 $ 7.500 225.00 26" Traffic Canes Traffic Control Services EA 60 $ 1.13 67.80 Equipment Truck Traffic Control Services EA 4 $ 62.50 330.00 Moblllzallon Charge Traffic Control Services EA 4 $ 18.75 75.00 Subtotal $ 3,432.95 Contractor MfU @ 12 % 411.95 Total $ 3,844.90 Total labor, equipment, material, subcontractors $ 16,429.42 by (owner) Submittod by (RCNM Dam Phone (425) 254-9999 PO Box 188, Renton WA 98057 Fax (425) 254-1334 Road Construction Northwest, Inc. Force Account Job NameJob # /,%7)9 Force Acet # BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed 9 —1 j •-%4, Additional Days To Be Added To Original Contract Description of Work y Y, 17, 1 VQ &;�' C 6.40 l`n akL1,L.- fn,r Pse rP..'"oved �.eW.cvP.Ar, ►^ub1o1{. hu 1ne of (12 `k)b F&I �- L"7 _ %Ut1 ram LABOR FORCE RCNW EmDlovee Name Classification Hnurs wi I t on ['Yfh -o1 a r EQUIPMENT FORCE 6 �" (including p/us, flat beds, light towers etc.) RCNW F.auinment # Classificatinn Moiirc -:3-S 6 s- f S"Sb YL 01 0 trcx" p (, VATERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # Quantity Cost .I SUBCONTRACTORS UTILIZED Vendor Warne Tvne of wnrle Tnvni(,.PrFiA -Pt ii rAct �inL'Cur'trOftV. 14•- _-_t'a-r'1P' ,,,Ltlr VC1-C).r o-✓ocr� A a,..S a� GogR� r S NW Representative FA LY 13--16 Date Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) SARCNW\Forms\Foreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. FA Force Account Job Name Job # Force Acet # BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed Additional Days To Be Added To Original Contract Description of Work LABOR FORCE IiGNW—F3naolovGG-Name Clasri-fi"th1W- Nnnrc —(Cl — '✓1 f C�y� t �yy[ — �f_ EQUIPMENT FORCE (including phis, flat beds, light towers etc.) RCNW FmiinmenY ii C..laccifiratinil I -Inure -0 c, , . .A C, (11 S1w e. lr 4v C jjM�.¢¢ S1�IAk�ERIAA I UTI EDU � Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road Construction NW Representative Date Form No. 11 (Rev. 02129/12) SARCMMFormsToreman1Foreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name Job # Is this work associated with a DVN7 If so attach form DVN Date work performed Description of Work LABOR FORCE Force Aect # BID ITEM #: Yes No Additional Days To Be Added To Original Contract RCNW Em to ec Name Classification Hours EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Eauinment # Classification Hours k- 11,(� 6 - I tiV � PI&14 l it MATERIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost I SUBCONTRACTORS UTILIZED Vendor Name T e of work Invoice/Ticket # Cost FA Road Construction NW Representative Date Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) S:\RCNVV\Forms\Foreman\Foreman Forms Rev 022912 Seattle 206-382-9340 Tacoma 253-863-3330 JOB SLIP # 15889 Puyallup 253-841-7406 www.bestparkin_qlot.com FOR: JOB NAME:-- ADDRE,SS. LOCATION: CITY & ZIP: CITY: OFFICE.PHONE: JOB PHONE: REQUESTED BY: ON DATE: SWEEPER VACUUM WATER EDUCTOR OPERATOR LABORER LEAVE SHOP ON JOB OFF JOB ARRIVE SHOP TOTAL HOURS MINIMUM DESCRIPTION OF SERVICES: 4— FIRE HOSE POLYBROOMS SPILL RESPONSE, PRESSURE WASHER BIO DEGREASER, BIO ABSORBENT -SPILL KIT BOOMS EDUCTORS: SPECIALTY HEADS POTHOLING TYPE 2 CBS TYPE 1 CBS CONFINED SPACE ENTRY CB SOCKS HOSE PER FT POND CLEANING BOOMS Dump on Site YES NO Yards Disp: Gallons Disp Loads'qf Water to Bill: (IF REQUIRED) SIGNED BY: PRESSURE WASHING DE-ICING * VACTORS SWEEPERS. -VAQUUMS WATER TRUCKS White - Original Yellow - Remittance. Pink - Contractors Copy Best Parking lot Cleaning Inc 2412 Inter Ave Puyallup Wa 98372 After 30 days 1.75% per month interest will be charged. Signature of this invoice will be considered your notice of our intent to lien. BEST PARKING LOT CLEANING INC RECEIVED 2412 INTER AVE PUYALLUP, WA 98372 �� 2' 2� RCNW Voice: 253-863-3330 Invoice Fax: 253-770-0724 Bill To: Job Site: 1605 ROAD CONSTRUCTION NORTHWEST P O BOX 188 4TH & HOUSER RENTON, WA 98057 RENTON Customer ID - I Customer PO RCNAI-EXRP 17 Payment Terns Invoice Niu-nber: V150223 Invoice Date: Sep 21, 2016 Page: 1 Due Date 10/21/16 Job Slip # / Description Hours Price Net EDUCTOR & OPERATOR JOB SLIP#15254 9 8 2016 EDU 9.00 195.00 1,755.0 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15882 9/12/2016 EDUCI 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP415928 9/14/20164 EDUCI 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15801 9/15/2016 1 EDUCI 6.00 195.00 1,170.00 11 WATER CHARGE PER LOAD (UP TO 2,000 gallons) EDUCTOR & OPERATOR JOB SLIP#15889 9/13/2016,tr LOADE EDUCq 1.00 12.00 35.00 195.00 35.00 2,340.00i WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 APPROVE P R 0 J E C T �,! ,.. COS`� CODE eft: i cftO0S 2q, aoG Dpat- POS TSV - �� ITlili;�t EM ID•ID•{(D Qty IPi47 Vori#iccl UT,in:j 3!U TERMS: NET 30 DAYS MONTHLY FIN CHRG = 1.75% PLEASE SHOW INVOICE NUMBER WITH YOUR PAYMENT ALL INVOICE DISPUTES MUST BE SUBMITTED IN WRITING PRIOR TO INVOICE DUE DATE Subtotal Sales Tax Total Invoice Amount Payment/Credit Applied Z��r`11 8,950.00 8,950.00 8,950.00 RENTON EX 0.00 ROAD CONSTRUCTION NORTHWEST, INC. Force Account Request for Payment F.A. # 6 Bid Item # DATE: 09/14/16 NAME: Central Renton Sewer Interceptor Reline and Upsize (CAG-15.118) REMARKS: Ran Into Concrete at Invert of Existing Manhole 6' out from manhole 3' thick, used breaker on rnnrrafo than hart In rim _Inrir 0111 rm drin'f not n1l of rnn-fa h-1 in cones -ra ririllor In - Classification Name Hours Rate of Pay Taxes/Fringe Oross Rate Total Foreman Kye VanHoof 5 $ 45.00 S 20.97 $ 65.97 $ 329.85 Foreman Chad VanWledgan 5 $ 47.00 S 20.06 S 67.06 335.30 Foreman Steve Olsen 6 $ 42.00 $ 20.01 S 62,01 310.05 Foreman Clint Willis 5 $ 42.00 S 21.47 $ 63.47 317.35 Laborer Jeremy Bonin 5 $ 42.67 S 6.97 S 49.64 248.20 Laborer Andrew Pygott 5 $ 42.67 $ 6,97 S 49.64 248.20 Laborer Brandon Armistead 5 $ 42.67 $ 6.97 $ 49.64 246.20 Subtotal $ 2,037.15 Contractor M/U @ 29 % 690.77 Total $ 2,627.92 Equipment q 38.99 38.101 30-104 38-88 38.102 24-874 24.679 24-887 24.891 36-720 36-721 37-961 37-963 37-956 21-112 19-994 19-993 19.997 Description Class Tyne 4x4 1 12 360 Crew Diesel C-2500 F450 Ford F550 12' Flatbed F350 Crawler Mounted Compact Excavator Deere 500 (standby) Crawler Mounted Hydrollc Excavator 350D LC (standby) Hyrdraulic Excavator Deere 135C RTS (standby) Crawler Mounted Hydraulic Excavator 316 Cat (operating) 4-WD Articulated Wheel Loaders 644J (operating) 4-WD Articulated Wheel Loaders 544J (standby) Portable Light Towers Portable Light Towers Portable Light Towers 6x4 12 YD 60 KGVW Arrowboard Anowbcard Arrowboard 8X15 Steel Sheet 8x20 Steel Sheet Sunbelt Pumps and Fittings United Rentals Vendor SI,O Classification Vendor Vector Best Parking Lot Water Fee Best Parking Lot TCS Traffic Control Services Flagger Traffic Control Services Flagger Traffic Control Services Traffic Signs wl Stands Traffic Control Services 28' Traffic Cones Traffic Control Services Mobilization Charge Traffic Control Services Core Driller Cancel Salinas Sawing & Sealing Gore Driller Salinas Sawing & Sealing by (0wnor) UOM Hourly Loads Hourly Hourly Hourly EA EA FA EA inft Hours Gross Rate Total 6 S 26.85 $ 134.25 5 $ 16.38 $ 81.90 5 $ 40.74 $ 203.70 5 $ 51.60 $ 258.00 5 $ 16.96 $ 84.80 5 $ 25.19 S 125.95 5 $ 130.71 S 653.55 6 $ 6016 $ 303.80 5 $ 106,74 $ 633.70 2 $ 24:60 $ 49.20 3 $ 38:61 $ 115.83 5 $ 14.17 $ 70,85 5 $ 15.03 $ 75.15 5 $ 14.07 $ 70.35 5 $ 69.52 $ 347.60 5 $ 10.50 $ 62.50 6 $ 3.36 $ 16.80 5 $ 10.50 $ 52.50 4 $ 8.00 $ 32.00 1 $ 9.00 $ 9.00 1 $ 2.071.00 $ 2,071.00 1 $ 1,246.79 $ 1,246.79 Subtotal $ 6,589.22 Contractor M!U Q 21 % 1,383.74 Total $ 7.972.96 ua tit cost Total Subtotal $ Contractor WU @ 21 % _ Total $ Quantl cost Total 9 $ 195.00 1,755.00 1 $ 35.00 35.00 5 $ 46.59 232.95 6 $ 82.50 412.50 6 $ 82.50 412.50 31 $ 6.250 193.75 60 S 0.94 56.40 4 $ 15.63 62.52 1 $ 350.00 350.00 10 $ 112.50 1,125.00 Subtotal $ 4,635.62 Contractor MIU @ 12% 656.27 Total $ 5.191.89 Total labor, equipment, material, subcontractors Submitted by (RCNW) Dole Phone (425) 254-9999 PO Box 188, Renton WA 98057 Fax (425) 254-1334 Road Construction Northwest, Inc. Force Account Job Name 1'—�!/�Lr� l.t a,,OW- Job # j. S"jj 1 Force Acet # �v 9-6 O BID ITEM #: Is this work associated with a DVN? If so attach form DV1V. Yes No Date work performed e%" 1q-I if) Additional Days To Be Added To Original Contract Description of Work v UA13VIC PVKI.L RCNW F.mnlovee Name Clnssifcatinn Hnnrs (6Vi7LnCa oN EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW F.auinment # Classification Ftniirc i i MATERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # Quantity Cost I i I i SUBCONTRACTORS UTILIZED Vendor Name Tvne of work Tnvnire/Tirlret li cact 1�r�2�i � ';--GR�( n, a-cJ�` n � �•.c�a�-ce.11�c.� .C� ko�ri. 1' 'm r cl r I ' I c lled on NW Representative ,-1 tl,/lL Date FA Owner/GC Representative Date Form No. 11 (Rev. 02129112) SARCWAFormsToremanToreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name �%,,{�jyL _ Job # % Force Acet # BID ITEM #: Is this woric associated with a DVN? If so attach form DPW. Yes No Date work performed --1 Lf —tt Additional Days To Be Added To Original Contract Description of Work ^ L-kB©RR�E Ctile�eetirm I-Tnurs s� 02--2M FLrbs-U S Z 6z) L� ;O 101: EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNW Eauioment # Classification Hour- 3 ?1.4 P&Aj 3-7, y; `3 C1 I0�� w f3Ut� rv� I `I (o tJ ce -1 0" ) L�w+� - M TERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # Quantity Cost I i I I I SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost I i -- i -- j Road Construction NW Representative Date FA Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) SARMAFormsToreman\Foreman Forms Rev 022912 Road Construction Northwest, Inc. Force Account Job Name Job # Is this work associated with a DVN? If so attach form DVN. Date work performed Description of Work Force Acet # BID ITEM #: Yes No Additional Days To Be Added To Original Contract e Claa§iFiea n Hours I EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) RCNR% Enuinment # Clascificatinn Annrc r LA— �_ t S' s �e-,l s ke--eAs I � l S l7 SVC l ,�- t)Ss ,c ZQ' —Ly Ic Za' MATERIAL UTILIZED Type or Class Vendor Delivery/Packing Slip # Quantity Cost I I � I I i I I i I 1 � I i SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost I i I � Road Construction NW Representative Date FA Form No. 11 (Rev. 02/29/12) SARCNW\Forms\Foreman\Foreman Forms Rev 022912 Seattle 206-382-9340 Tacoma 253-863-3330 Puyallup 253-841-7406 www.bestparkinglot.com JOB SLIP ft 15928 FOR: A,Jilf/ JOB NAME: cj ADDRESS: LOCATION: CITY & ZIP: CITY: t Vo k:. OFFICE PHONE, JOB PHONE: REQUESTED.BY: ON DATE: SWEEPER VACUUM WATER EDUCTOR OPERATOR LABORER t, (i , N'--k -,, LEAVE SHOP ON JOB OFF JOB. ARRIVE SHOP tOTALHOURS MINIMUM DESCRIPTION OF SERVICES: i I FIRE HOSE POLYBROOMS SPILL RESPONSE 3 PRESSURE WASHER BIO DEGREASER BIO ABSORBENT J?Ir SPILL KIT BOOMS Ilk L - IT EDUCTORS. f)O I SPECIALTY HEADS 1. "POTHOLING'. `TYOE 2.CBS TYPE 1 CBS CONFINED SPACE CB SOCKS HOSE PER FT POND CLEANING BOOMS ALL DEBRIS HAULED OFF IS SUBJECT TO A PER YARD FEE $45- $178.20 AND UP Dump on Site Y),•' NO Yards Disp: Gallons Disp Loads of Water to Bill: (IF REQUIRED) SIGNED BY:..`,,- PRESSUREWASHING DE-ICING - VACTORS SWEEPERS VACUUMS WATER TRUCKS White - Original Yellow - Remittance Pink - Contractors Copy Best Parking lot Cleaning Inc 2412 Inter Ave Puyallup Wa 98372 After 30 days 1.75% per month interest will be charged. Signature of this invoice will be considered your notice of our intent to lien. TRAFFIC CONTROL SERVICES Invoice E A professional flogging seMce. Invoice Number 4774R Po Box 52665 Invoice Date Bellevue, WA 98015 10/11/2016 Phone: (425) 658-3655 Fax: (425) 658-3658 Bill To: ROAD CONSTRUCTION NW ATTN: ACCOUNTS PAYABLE P O Box 188 Renton, WA 98057 'Job No Customer Job .No , Customer PO Terms Due Date 2894 Net 30 Days touan--:/�H�FFate 11/10/2016 Work Date ` Description / Per Unit -.Amount: Labor: 9/12/2016 Flagger Bell TCSAO 11.50 46.59 535.79 9/13/2016 Flagger Bell TCSAO 11.50 46.59 535.79 9/14/2016 Flagger Bell TCSAO 11.50 46.59 535.79 9/15/2016 Supervisor A Bell TCSAO 11.75 54.00 634.50 9/14/2016 Flagger Camp PWOT 11.50 82.50 948.75 9/15/2016 Flagger Camp PWOT 12.25 82.50 1,010.63 9/12/2016 Flagger Dever PWOT 11.50 82.50 948.75 9/13/2016 Flagger Dever PWOT 11.50 82.50 948,75 9/1412016 Flagger Dever PWOT 11.50 82.50 948.75 9/15/2016 Flagger Dever PWOT 11.75 82.50 969.38 9/13/2016 Flagger Dotson PWOT 11.50 82.50 948.75 9/15/2016 Flagger Dotson PWOT 11.75 82.50 969.38 9/12/2016 Flagger Taylor PWOT 11.50 82.50 948.75 9/12/2016 Flagger Benedix PWOT 8.00 82.50 660.00 9/12/2016 Flagger Benedix PWDBT 3.00 110.00 330.00 Eauioment: Sign w/stand 30 @ 10.00 each 30.00 300.00 28" Cones 60 @ 1.60 each 60.00 90.00 Mobilization Charge 4 @ 25.00 each 4.00 100.00 Equipment Truck 4 @ 110.00 each 4.00 440.00 Total Amount Due: 12,803.76 ROAD CONSTRUCTION NORTHWEST, INC. Force Account Request for Payment F.A. # 6A Bid Item # DATE: 09/15/16 NAME: Central Renton Sewer Interceptor Reline and Upsize (CAG-15.118) REMARKS: Broke out Concrete around Manhole and where 30" core is going. Used breaker and Rotory Saws. Classification Name Hours, Rate of Pa v Taxes/Fringo Gross Rate Total Foreman Kye VanHoof 3.6 $ 45,00 $ 20.97 $ 65.97 $ 230.90 Foreman Chad VanWledgan 3.6 s 47.00 $ 20.06 $ 67.06 234.71 Foreman Steve Olsen 3.5 $ 42.00 $ 20.01 $ 62.01 217.04 Foreman Clint Willis 316 $ 42.00 $ 21.47 $ 63.47 222.15 Laborer Jeremy Bonin 3.5 $ 42.67 $ 6.97 $ 49.64 173.74 Laborer Andrew Pygolt 3.5 $ 42.67 $ 6.97 S 49.64 173.74 Laborer Brandon Armistead 3.5 $ 42.67 S 6.97 S 49.64 173.74 Subtotal $ 1,426.02 Contractor h1/1-1 @ 29 % 413.55 Total $ 1,839.57 i1 Equipment # Class Type Hours Gross Rate Total 38.99 4x4 1 1/2 360 Crew Diesel 3.5 $ 26.86 $ 93.98 38.101 C-2500 3.6 $ 16.38 $ 57,33 30-104 F450 3.5 $ 40.74 $ 142.59 38-88 Ford F550 12' Flatbed 3.5 $ 61.60 $ 180.60 38.102 F350 3.5 $ 16.96 $ 59,36 24-874 Crawler Mounted Compact Excavator Deere 600 (standby) 3.5 $ 25,19 $ 68.17 24-879 Crawler Mounted Hydrolic Excavator 350D LC (standby) 3.5 $ 130.71 $ 457.49 24-887 Hyrdraullc Excavator Deere 135C RTS (standby) 3.5 $ 60.76 $ 212.66 24-891 Crawler Mounted Hydraulic Excavator 316 Cat (operating) 3.5 $ 106.74 $ 373.59 36-721 4-WO Articulated Wheel Loaders 544J (standby) 3.5 $ 38.61 $ 135.14 37-961 Portable Light Towers 3.5 $ 14.17 $ 49.60 37.963 Portable Light Towers 3.5 $ 15.03 $ 52.61 37-956 Portable Light Towers 3.5 $ 14.07 $ 49.26 21-112 6x4 12 YD 50 KGVW 3.5 $ 81.18 $ 284.13 19.994 Arrowboard 3.5 $ 10.50 $ 36.75 19.993 Arrowboard 3.5 $ 3.36 $ 11.76 19.997 Arrowboard 3.6 $ 10.50 $ 36.75 8X15 Steel Sheet 4 $ 44.10 $ 176.40 8x20 Steel Sheet 1 $ 44.80 $ 44.80 #83435 Hitachi ZX85USB-3 Hydralic Excavator 1 $ 528.00 $ 626.00 #83436 Move Hitachi ZX85USB-3 Hyraulk Excavator 1 $ 230.00 $ 230.00 Sunbelt Pumps and Fittings 1 $ 2.071.00 $ 2,071.00 United Rentals 1 $ 808.25 $ 806.25 Subtotal $ 6,180.18 Contractor MAJ @ 21 % 1,297.84 Total $ 7,478.02 Description V re tdor UOM Quanti cost Total Subtotal $ Contractor M/U @ 2 1 % Total $ TO is, Classification Ven or UOM Quantity cost Total Vector Best Parking Lot Hourly 6 $ 195.00 1,170.00 Water Fee Best Parking Lot Loads 1 $ 35.00 35.00 TCS Traffic Control Services Hourly 3.5 $ 54.00 189.00 Flagger Traffic Control Services Hourly 3.6 $ 82.60 288.75 Flagger Traffic Control Services Hourly 3.5 $ 82.50 288.75 Traffic Signs w/ Stands Traffic Control Services EA 16 $ 4.380 70.08 28" Traffic Cones Traffic Control Services EA 130 $ 0.66 85.80 Equipment Truck Traffic Control Services EA 4 $ 48.13 192.52 Mobilization Charge Traffic Control Services EA 4 $ 10.94 43.76 Subtotal $ 2,127.38 Contractor M/U @ 12% 265.29 Total $ 2,382.67 Total labor, equipment, material, subcontractors $ 11,700.26 Racelvod7Accoptod by (Owner) 8ubmlltod by (RCNM Dot. Phone (425) 254-9999 PO Box 188, Renton WA 98057 Fax (425) 254-1334 Road Construction Northwest, Inc. Force Account Job Name ��, � �Gcve. Job # /SZr 5 Force Acct # � �-6o C� BID ITEM #: Is this work associated with a DVN? If so attach form DVN. Yes No Date work performed t ( / _ Additional Days To Be Added To Original Contract Description of Work LL (grga-tz c, A- CG nci e.t-e a'�-rovL. �•� Q�t. (-� . S �w t�Y 3o" c:,, ` u�-•�i^ �v[L.l-.tr L"L erl R-U'1'lY L'01-01 WK Q.fS LABOR FORCE RCNW Emnlovee Name Classificatinn TTnnrc ---- c, C , S- c r na & 3 °� Cw c p'� � LG�J'a }• ,� r3rc�v-rl0m fj%V�6UIPMEN FT ORCE (including p/us, flat beds, light towers etc.) RCNW Eauioment # Classificatinn Annr.c —Sr9 / 1EA '31 G 3. y -%-s le- - 3• s --7.L L . ve-rereL.,, ( e , 3 • is MATERIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name TvnP of wnrk Tnvnir.P/Tirkat # C nct _ ._.--_I.✓_raj r�/kv lGalv.� VC, 6CJv1 ti Ue /A411 Fier) 9- /7 struction NW Representative Date FA Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) SARCMMFormsWoremanVoreman Forms Rev 022912 Force Account Job Name e4117 Job # / U�j Force Acet # BID ITEM #: Is this work associated with a DVN7 If so attach form DVN. Yes No Date work performed 7 �G Additional Days To Be Added To Original Contract Description of Work �Cl V l�� 1"YJrC� r}q/iiAVPPN#71P .ri€itierr Hours s--`i i _ C -.) rUp _.3._ 3o-toy — -- C—.26,U) S 0—CAL w'q � • S EQUIPMENT FORCE (including p/us, flat beds, light towers etc.) R("Nth/ RnuinmPnt if Clnssificaiion Hours i� SJ C C 9 V c � LW v'0 �.✓ � t9Gr � ' / yMATERIA UTILIZED d S Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost SUBCONTRACTORS UTILIZED Vendor Name T e of work Invoice/Ticket # Cost Road Construction NW Representative Date Owner/GC Representative Date Form No. 11 (Rev. 02/29/121 S:IRCNW%Forms1ForemanWoreman Forms Rev 022912 Force Account Job Na►ne Job # . Is this work associated with a DVN? If so attacli form DVN. Date work performed Description of Work Force Acct # BID ITEM #: Yes No Additional Days To Be Added To Original Contract e Glessiifeatiet� - Hours L{- 1 ., `�-�� EQUIPMENT FORCE (uicluding p/us, flat beds, light towers etc.) RCNW Equipment # Classification Hours V MATERIAL UTILIZED Type or Class Vendor Delivery/PackingDelivery/Packing Slip # Quantity Cost L_ SUBCONTRACTORS UTILIZED Vendor Name Type of work Invoice/Ticket # Cost Road Construction NW Representative Date Owner/GC Representative Date Form No. 11 (Rev. 02/29/12) SARMIAFormakForemanlForeman Forms Rev 022912 Seattle 206-382-9340 Tacoma 253-883'3330 LOCATION: CITY & ZIP: CITY: / OFFICE PHONE: JOB PHONE: / REQUESTED BY: ,` ' `L� ON DATE: SWEEPER VACUUM WATER EDUCTO11 OPERATOR �8ORER DESCRIPTION OFSERVICES: SPILLFIRE HOSE POLYBROOMS SPILL RESPONSE: PRESSURE WASHER BIO ABSORBENT BC0K4G SPECIALTY HEADS .PO THOLING TYPE 2 CBS CONFINED SPACE ENTRY HOSE PER FT J V POND CLEANING f BOOMS ALL DEBRIS HAULED OFF IS SUBJECT TO A PER YARD FEE $46- $178.20 AND UP DumponSite YES NO Yards Disp:, r Loads of Water to Bil 1: Gallons Disp (|F SIGNED PRESSURE WASHING " WATER TRUCKS White ' Original Yellow 'Remittance Pink 'Contractors Copy Best Parking lo t Cleaning Inc 2412 Inter Ave Puyallup Wa 98372, _4- After 30days 1.75%per month interest will bmcharged. Signature nfthis invoice will h*considered your notice ofour Intent mlien. DATE: 9115-9/16 REMARKS; Krazan Irlyo:ce ROAD CONSTRUCTION NORTHWEST, INC. Force Account Request for Payment F.A. # 7 Bid Item # NAME: Central Renton Sewer Intercepter Reline and Upsize (CAG-15-118) s ,;::LKABgR FOR@ r d 1;'�'k Classification Name Hours Rate of Pay TaxeslFrinae Gross Rate Total Subtotal $ - Cortractor M/L @ 291,5 Total $ •~ ��';kS..d-�L4`f.��l. I a �,� 'a. :?iY�dr..:Jlk-:^�`�TiE' .e. F:r: 4 s..':.., Eoulpirent 4 Class Typ Hours Gross Rat o Total 5 $ S S Subtotal $ - Contractor MIL) Q 21% Total $ Description Vendor 1.10M Ouantl Cost Total AggregateiAsphell Krazan Compaction Verificaton 911412016 EA 4 $ 90,000 360.00 Project AdminlstratIonI Krazan Final Letter 9/142016 EA 0.5 $ 85,00 42.50 Trip Charge Krazan 91142016 EA 1 $ 25.00 25.00 Aggregate/Asphalt Krazan Compaction Verificatior 9/15/2016 EA 8 $ 90.00 720.00 Project Administration / Krazan Final Letter 9/152016 EA 0.5 $ 85.00 42.50 Trip Charge Krazan 9/152016 EA 1 $ 25.00 25.00 Prcctor/Seve Krazan 911512016 EA 1 $ 300.00 300.00 Prcctor/S eve Krazan. 9/152016 EA 1 $ 3D0.00 300.00 Aggregate/Asphalt Krazan Compaction Verification 9/16/2016 EA 7 $ 9000 630.00 Project Administration / Krazan Final Letter 9/162016 EA 0.25 $ 85.00 42.50 Trip Charge Krazar 9/162016 FA 1 $ 25.00 25.00 $ Subtotal $ 2,512.50 Ccrt,actorMN 21% 527.63 Total $ 3,040.13 JUUBC2t4YACTOR Classification Vendor uoM Quantl cost Total S _ Subtotal $ - Cortractor MN ID 12% Tonal $ Total labor, equipment, material, subcontractors $ 3,040.13 Rocelved/Accopted by (0wrier) Submitted by (RCNW) pate Phone (425) 254-9999 PO Box 188, Renton WA 98057 Fax (425) 254-1334 BEST PARKING LOT CLEANING INC WECEIVED 2412 INTER AVE PUYALLUP , WA 98372 � 2� RCN\,v Voice: 253-863-3330 Invoice Fax: 253-770-0724 Bill To: ROAD CONSTRUCTION NORTHWEST ]obSite: 1605 P 0 BOX 188 4TH & HOUSER RENTON, WA 98057 RENTON Invoice Ntunber: V1.50223 Invoice Date: Sep 21, 2016 Page: 1 Customer ID Customer PO Payment Terms Due Date RCNW-EXRP17 Net 30 Days I 10/21/16 Job Slip # / Description Hours Price Net EDUCTOR & OPERATOR JOB SLIP#15254 9/8/2016 EDUCI 9.00 195.00 1,755.0 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15882 9/12/2016'1 EDUCq 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15928 9/14/20164 EDUC 9.00 195.00 1,755.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP415801 9/15/20161 EDUCI 6.00 195.00 1,170.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 EDUCTOR & OPERATOR JOB SLIP#15889 9/13/2016]rp EDUCI 12.00 195.00 2,340.00 WATER CHARGE PER LOAD (UP TO 2,000 gallons) LOADE 1.00 35.00 35.00 APPROVE0 € ROJECT.� COST CODE d-dvcl, `fi-00 q; aot, '1. 5 Date Past por POS lu u EM !0.10•I(D Qty Using B'U TERMS: NET 30 DAYS MONTHLY FIN CHRG = 1.75% PLEASE SHOW INVOICE NUMBER WITH YOUR PAYMENT ALL INVOICE DISPUTES MUST BE SUBMITTED IN WRITING PRIOR TO INVOICE DUE DATE Subtotal Sales Tax Total Invoice Amount Payment/Credit Applied TOTAL 8,950.00 8,950.00 C8'� 0.00 RENTON EX 0.00 KING SALES CO. NORTHWEST PACKING SLIP 6862 S. 220th STREET SHORTAGES AND ERRORS MUST BE KENT, WA 98032 REPORTED WITHIN TEN DAYS AFTER DELIVERY. (253) 872-0700 - FAX (253) 872-0704 SHIPPER'S REF. NUMBER PAGE ( 11ME3R1L::!J i i I I -I ., -I SUA-1-Y Ul. Ci]1f.".JDrYT*1'."J) ;a1s9A-'1LY fl) VIVIN X"M I 1(.-'(".'A 4..'3-rd 'St. 114 Box '05788 1111471-M IYA.-If Pc)r(.J,--krxJ, U.). `)&372 Fa-rlluI'lD DATE ENTERED CUSTOMER OR� �RbQ SHIP DATE TERMS B/O NUMBER CUSTOMERCODENUMBER I TAX JSMNJ REP_ (TJ`1f,.)e"1J,(-, I k3f"C' 1 1 �1.1 11, SHIP VIA MARK NUMBER P/U P!!J�7DDo I FRT. CHARGES INVOICE NO. DATE SHIPPED. W'[!..J- CAJ - CATALOGUE NUMBER__ GUANTITY _ 11111111115-Iff—UHT,= SHIPPED 2F- D 2 DESCRIPTION J =MM -1 M, 11.1"* -.4A 315 15 4!--'i GXG FY 71. (-�J. D VIM D100 141',M TO 14111 1 C".1. WIN I EARA N 10- U1%4-E:JZ 01-111114015.,.4.':: !-I i.-Ol'-'."!4.()F.11i.Ir-.:6�:::".'I 9-11"F-VE'D FR�Oli T*ts is to certify do the below rerned materials are property dwJW. descrbK packaged, awW and labeled, and Subject to Section 7 of Conditions of applicable bill of lading, R this are in proper cord . . ioriior� ding to the applicable regulation of the DWaftent of Transportatim. shipment is to be delivered to the consignee without recourse on the consignor, the consignor shall sign the following statement. The carrier shall not make delivery of this shipment without pay - Filled By Chocked By ment of freight and all other lawful charges. Signature STRAIGHT BILL OF LADING —SHORT FORM —ORIGINAL —NOT NEGOTIABLE (Consignor Collect On Delivery RECEIVED, subject to classification and tariffs in effect on date of issue of this Bill of Lading. Ifebarges are to be prepaid, write or stamp hare, 'TOBE PREPAID". This shipment correctly describes correct weight Carrier 1,4J.:1- C414 1... 1*0,11 shown and subject to verification according to At City/State Received To apply in prepayment of the charges agreement with Weighing and inspection Bu- 3END ;:REIGHT BILL TO: on the property described hereon. reau having jurisdiction. The fibre boxes used Agent or Cashier for this shipment conform to specifications set forth in t)oxmakers certificate thereon, and other Per requirements of Consolidated Freight Class. (The signature here acknowledges only the amount prepaid) t(Shippoes imprint in lieu of stamp; not a part of bill of lading approved by the Interstate Com- Charges Advanced: mercy Commission.) Nddrew of Shipper, .a r Salinas Sawing & Sealing, Inc. 7804 40th Ave W. Mukilleo, WA 98275 'Bill •'To ROAD CONSTRUCTION NORTHWEST P.O. BOX 188 RENTON, WA 98055-0188 Invoice Date Invoke # 9/16/2016 25437 $h To CENTRAL RENTON SEWER INTERCEPTOR CITY OF RENTON CONTRACT RCNW JOB 1509 P.O. No: To: Due pote Project Our Job No. Net 30 10/16/2016 16-7141 Central Renton S... 16-7141 Item Qescr(Rtign' 04aritity Rate Amount 300 Asphalt Demo- 7" 107 1.82 194.74 600 Concrete Demo- 4" 5 2.16 10.80 750 Slurry Vacuum Equip & Disposal 15.00 15.00 Work Completed 9/7/16 (W.O.36259) 800 Job Cancelled on Site on 9/15/16 (W.O.35783 350.00 350.00 250 Hydraulic Core Drilling- I Core rci 30" x 16" Depth 1,800.00 1,800.00 Work Completed 9/16/16 (W.O.35784) (,L(�,t�fo r� I C u•e. dapN�- C�ve O1Ficc:(425) 745-0706 Fax:(425) 745.0628 Total $2,370.54 OUnited Rentals• TRENCH SAFETY BRANCH B52 7135 8771 AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 FAX N J, PACCAR •� N 4TH ST & HOUSER WAY N x:N 4TH STQHOUSER "0 O RENTON WA 98055 h Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 4 WEEK BILLING INVOICE Customer # = 825730 Invoice Date 09/03/16 Date Out 08/17/16 11:00 AM Billed Through : 09/14/16 00:00 UR Job Loc : N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # PER KYE Ordered By : KYE VANHOOF Written By CYCLE BILL Salesperson : ROBBY LONG Invoice Amount: $2,590.86 Terms: Due Upon Receipt Payment options: Contact our credit office 212.333-6600 Ext 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 51122 LOS ANGELES CA 90074-1122 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 781784 MANHOLE SHIELD 8' X 12' DOUBLE WALL 229.19 725.42 1799.28 1,799.28 Make: SPEEDSHORE Model: MHS-0812-DW-RC Serial: 5-2441 2 330/7050 LIFTING BRIDLE 2 LEG X 8' 16.85 16.85 52.08 145.90 291.80 4 940/5406 SPREADER BAR (KIT) 5" X 4' 16 940/5652 5" SPREADER BAR (LINEAR FEET) SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE COMMENTS/NOTES: CONTACT: KYE VANHOOF CELL#: 425-306-8061 NO BOOM REQUIRED RIGHT SIDE OF ROAD ON SUNSET BLVD (900) ACROSS FROM THE 711 BILLED FOR FOUR WEEKS 8/17/16 THRU 9/14/16 11:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. Rental Subtotal: 2,091.08 Price Unit of Measure Extended Amt. 275.000 EACH 275.00 Sales/Misc Subtotal: 275.00 Agreement Subtotal: 2,366.06 Tax: 224.78 Total: 2,590.86 THIS 4 WEEK BILLING INVOICE 15 ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. YOU can NOW Access Invoice History and Update Purchase Orders Online Page: 1 ToSignUp,contactURCmiroiSupport@ur.com © United Rentals TRENCH SAFETY BRANCH B52 7235 BTH AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 FAx PACCAR N 4TH ST & HOUSER WAY N x:N 4TH ST@HOUSER A O RENTON WA 980SS h� Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 RENTAL RETURN INVOICE # 139797527-002 �ustomer # : 825730 Invoice Date 09/27/16 Rental Out 08/17/16 11:00 AM Rental In 09/22/16 11:12 AM JR Job Loc N 4TH ST & HOUSER WA 7R Job # 253 �ustomer Job ID: P.O. # : PER KYE Ordered By s KYE VANHOOF Britten By JOHN CURTIS salesperson ROBBY LONG Invoice Amount: $1,196.26 e Terms: Due Upon Reoaipt Payment options: Contact our credit office 212.333.8800 Ext. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC, FILE 61122 0 LOS ANGELES CA 90074.1122 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 781784 MANHOLE SHIELD 8' X 12' DOUBLE WALL 229.19 725.42 1799.28 954.61 Make: SPEEDSHORE Model: MHS-0812-DW-RC Serial: 5-2441 2 330/7050 LIFTING BRIDLE 2 LEG X 8' 16.85 16.65 52.08 145.90 137.86 4 940/5406 SPREADER BAR (KIT) 5" X 4' 16 940/5652 5" SPREADER BAR (LINEAR FEET) Rental Subtotal: 1,092.47 Agreement Subtotal: 1,092.47 Tax: 10379 COMMENTS/NOTES: Total: 1,196:26 CONTACT: KYE VANHOOF CELL#: 425-306-8061 NO BOOM REQUIRED RIGHT SIDE OF ROAD ON SUNSET BLVD (900) ACROSS FROM THE 711 FINAL BILL: 9/14/16 11:00 AM THRU 9/22/16 11:12 AM. ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE, A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. You Can Now Access Invoice History and Update Purchase Orders Online Floe : 1 To Slgn Up, confect URControiSupportl_d`ur.com U United Rentals I II I II I IIIII II II I III IIIIIII II IIII I I III TRENCH SAFETY BRANCH B52 7135 8TH AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 FAX v 4.1 PACCAR N 4TH ST & HOUSER WAY N x:N 4TH ST@HOUSER A O RENTON WA 98055 I-3 Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 RENTAL ITEMS: QtY Equipment Description 1 500/8812 PLUG TEST 12"-18" 1 500/1685 PLUG HOSE ROPE 20' WITH GAUGE SALES/MISCELLANEOUS ITEMS: QtY Item 1 ENVIRONMENTAL CHARGE 1 PICKUP CHARGE COMMENTS/NOTES: CONTACT: KYE VANHOOF CELL#: 425-306-8061 DELIVERD BY ROBBY FINAL BILL: 8/30/16 10:00 AM THRU '9/14/16 10:00 AM. ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 644-222-2345 OR WWW.uNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. RENTAL RETURN INVOICE # 139941917-002 Customer # ; 825730 Invoice Date 09/19/16 Rental Out 08/02/16 10:00 AM Rental In 09/14/16 10:00 AM UR Job Loc : N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # PER KYE Ordered By KYE VAN HOOF Written By JOHN CURTIS Salesperson ROBBY LONG -WX Invoice Amount: $1,014.15 Terms' Due Upon Receipt Payment options: Contact our cred t office 212-333.8800 Ext. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. E FILE 51122 111 LOS ANGELES CA 90074-1122 Minimum Day Week 4 Week Amount 100.49 332.85 953.40 766.19 6.60 8.00 36.00 75.00 75.00 Rental Subtotal: 841.19 Price Unit of Measure Extended Amt. [ENV/MCI] 9.960 EACH 9.96 75.000 EACH 75.00 Sales/Misc Subtotal: 84.96 Agreement Subtotal: 926.15 Tax: 88.00 Total: 1,014.15 THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. YOU Uall NOW Access Invoice History and Update Purchase Orders Online Page: 1 To Sign Up, contact URControlSupportdur.com OUnited Rentals' TRENCH SAFETY BRANCH B52 7135 STE AVE SOUTH SEATTLE WA 98108 206-767-3222 206-767-0265 FAX J PACCAR .,i N 4TH ST & HOUSER WAY N w x:N 4TH ST®HOUSER RENTON WA 98055 F3 Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 4 WEEK BILLING INVOICE # 139941917-001 Customer # : 825730 Invoice Date : 08/30/16 Date Out s 08/02/16 10:00 AM Billed Through 08/30/16 00:00 UR Job LOD s N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # s PER KYE Ordered By KYE VAN HOOF Written By s CYCLE BILL Salesperson s ROBBY LONG Invoice Amount: $1,139.67 ............... ---- ............ ...... _........ _.........._.....- Terms: Due Upon Receipt Payment options: Contact our credit office 212.333-6600 6d. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC, FILE 51122 LOS ANGELES CA 90074-1122 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 500/8812 PLUG TEST 12"-18" 100.49 332.85 953.40 953.40 1 500/1685 PLUG HOSE ROPE 20' WITH GAUGE 6.60 8.00 36.00 75.00 75.00 SALES/MISCELLANEOUS ITEMS: Rental Subtotal: 1,028.40 QtY Item Price Unit of Measure Extended Amt. 1 ENVIRONMENTAL CHARGE [ENV/MCI] 12.390 EACH 12.39 Sales/Mist Subtotal: 12.39 Agreement Subtotal: 1,040.79 Tax: 98.88 COMMENTS/NOTES: T otal: 1,139.67 CONTACT: KYE VANHOOF CELL#: 425-306-8061 DELIVERD BY ROBBY BILLED FOR FOUR WEEKS 8/02/16 THRU 8/30/16 10:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS 4 WEEK BILLING INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. Fvu men NOW access rnvolCe fnstOry anU Upeate PYrrAaSe Orders Online Page: 1 To Sign Up, contact 1/RConlrolSupport@ur.com 0 United Rentals TRENCH SAFETY BRANCH B52 7135 8TH AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 FAX PACCAR N 4TH ST & HOUSER WAY N x:N 4TH ST@HOUSER 0 O RENTON WA 98055 hi Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 4 WEEK BILLING INVOICE # 140188369-003 Customer # :825730 Invoice Date 09/23/16 Date Out 09/06/16 07:00 AM Billed Through 10/04/16 00:00 UR Job Loc N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # PER KYE Ordered By KYLE VAN HOOF Written By CYCLE BILL Salesperson ROBBY LONG Invoice Amount: $484.87 Terms: Due Upon Recelpt e Payment options: Contact our credit office 212.333.6600 Ext. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 51122 LOS ANGELES CA 90074-1122 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 2 330/7090 LIFTING BRIDLE 2 LEG X 10' 26.35 26.35 60.14 221.40 442.80 Rental Subtotal: 442.50 Agreement Subtotal: 442.80 Tax: 42.07 Total: 484.87 COMMENTS/NOTES: CONTACT: KYE VANHOOF/ROBBIE 206-391-4749 CELL#: 425-306-8061 NO BOOM REQURIED BILLED FOR FOUR WEEKS 9/06/16 THRU 10/04/16 07:00 AM ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA, THIS 4 WEEK BILLING INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. You Can Now Access Involco History and Update Purchase Orders Onlire Page: 1 To Sign Up, contact URControlSupporYilur.com 0 United Rentals TRENCH SAFETY BRANCH B52 7135 8TH AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 FAX PACCAR + N 4TH ST & HOUSER WAY N x:N 4TH ST@HOUSER A O RENTON WA 98055 1-31 Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 RENTAL RETURN INVOICE Customer # : 825730 Invoice Date 09/27/16 Rental Out 09/06/16 07:00 AM Rental In 09/22/16 09:38 AM UR Job Loc N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # :PER KYE Ordered By KYLE VAN HOOF Written By JOHN CURTIS Salesperson ROBBY LONG Terms: Due Upon Recelpt Payment options: Contact our credit office 212.333.6600 Ext. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 61122 LOS ANGELES CA 90074-1122 RENTAL ITEMS: Qty fiquipment Description Minimum Day Week 4 Week 2 330/7090 LIFTING BRIDLE 2 LEG X 10' 26.35 26.35 80.14 221.4C Rental Subtotal: COMMENTS/NOTES: CONTACT: KYE VANHOOF/ROBBIE 206-391-4749 CELL#: 425-306-8061 NO BOOM REQURIED FINAL BILL: 10/04/16 07:00 AM THRU 9/22/16 09:38 AM. ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. N/C You Can Now Access Invoice History and Update Purchase Orders Online Page: 1 To Sign Up, contact URControiSupport@ur.com 0United Rentals° BRANCH s52 TRENCH SAFETY 7135 8TH AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 FAX j PACCAR N 4TH ST & HOUSER WAY N x : N 4TH SMHOUSER A RENTON WA 98055 l0 Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 RENTAL RETURN INVOICE #140454062-001 Customer # s 825730 Invoice Date s 09/22/16 Rental Out 09/12/16 03:30 PM Rental In s 09/22/16 12:59 PM UR Job Loc N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # PER KYE Ordered By KYE VANHOOF Written By JOHN CURTIS Salesperson ROBBY LONG x:Marasnr:.+,�a::xw�a-�'.w.::a's�s? Invoice Amount: $2,819.50 Terms: Due Upon Receipt Payment options: Contact our credit office 212-333.8800 Ext. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 61122 LOS ANGELES CA 90074-1122 RENTAL ITEMS: Qty Equipment Description Minimum Day Week 4 Week Amount 1 10192537 TRENCH BOX 8' X 20' WITH KNIFE-EDGE 182.07 182.07 619.03 1498.00 1,165.24 Make: SPEEDSHORE Model: TS-0820UR4KE Serial: U-13-7203-S 1 878689 TRENCH BOX 4' X 20' 134.94 429.82 1106.70 834.64 Make: SPEEDSHORE Model; TS-0420TL4FB Serial: 6-2376 4 940/5406 SPREADER BAR (KIT) 5" X 4' 16 940/5652 5" SPREADER BAR (LINEAR FEET) 4 940/5506 SPREADER BAR (KIT) 8" X 4' 16 940/5655 8" SPREADER BAR (LINEAR FEET) 4 940/9615 STACKING PINS N/C Rental Subtotal: 1,999.88 SALES/MISCELLANEOUS ITEMS: (sty Item Price Unit of Measure Extended Amt. 1 DELIVERY CHARGE 275.000 EACH 275.00 1 PICKUP CHARGE 300.000 EACH 300.00 Sales/Mist Subtotal: 575.00 Agreement Subtotal: 2,574.88 Tax: 244.62 Total: 2,819.50 COMMENTS/NOTES: CONTACT: KYE VANHOOF CELL#: 425-306-8061 NO BOOM REQUIRED ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. You Can Now Access Invoice History and Update Purchase Orders Onllne Page: 1 To Sign Up, contact URControiSupport@ur.com O United Rentals TRENCH SAFETY BRANCH B52 7135 8TH AVE SOUTH SEATTLE WA 98108 206-767-3221 206-767-0265 FAX 0) PACCAR •ri N 4TH ST & HOUSER WAY N x:N 4TH ST@HOUSER A RENTON WA 98055 F3 Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST PO BOX 188 RENTON WA 98057-0188 PARTIAL RETURN INVOICE Customer # 825730 Invoice Date 09/16/16 Rental Out 09/06/16 07:00 AM Rental In : 09/14/16 07:00 AM UR Job Loc N 4TH ST & HOUSER WA UR Job # : 253 Customer Job ID: P.O. # s PER KYE Ordered By KYLE VAN HOOF Written By ROGERS MCDOWELL Salesperson ROBBY LONG Invoice Amount: $1,364.16 Terms: Due Upon Receipt Payment options: Contact our credit office 212-333.6600 Ext. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 51122 LOS ANGELES CA 90074-1122 RENTAL ITEMS: Qtx EE uipment Description Minimum Day Week 4 Week Amount 1 1170870 TRENCH BOX 8' X 16' WITH KNIFE-EDGE 192.50 503.30 1484.00 695.80 Make: SPEEDSHORE Model: TS-0816UR4KE Serial: U-10-7075-S 4 940/5506 SPREADER BAR (KIT) 8" X 4- 16 940/5655 8" SPREADER BAR (LINEAR FEET) SALES/MISCELLANEOUS ITEMS: Qty Item Price Rental Unit of Subtotal: Measure 695.80 Extended Amt. 1 DELIVERY CHARGE 275.000 EACH 275.00 1 PICKUP CHARGE 275.000 EACH 275.00 Sales/Misc Subtotal: 550.00 Agreement Subtotal: 1,245.80 Tax: 118.36 Total: 1,364.16 COMMENTS/NOTES: CONTACT: KYE VANHOOF/ROBBIE 206-391-4749 CELL#: 425-306-8061 NO BOOM REQURIED ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADEMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. You Can Now Access Invoice History and Update Purchase Orders Online Page: 1 To Sign Up, contact URControtSupport@ur.com 0 United Rentals' TRENCH SAFETY BRANCH B52 7135 8TH AVE SOUTH SEATTLE WA 99108 206-767-3121 206-767-0265 FAX PACCAR N 4TH ST & HOUSER WAY N x:N 4TH ST@HOUSER 0 RENTON WA 98055 h Office: 425-254-9999 Cell: 425-306-8061 ROAD CONSTRUCTION NORTHWEST 20 BOX 188 RENTON WA 98057-0188 PARTIAL RETURN INVOICE Customer # : 825730 Invoice Date 09/22/16 Rental Out 09/06/16 07:00 AM Rental In 09/16/16 07:00 AM UR Job Loc N 4TH ST & HOUSER WA UR Job # 253 Customer Job ID: P.O. # PER KYE Ordered By KYLE VAN HOOF Written By JOHN CURTIS Salesperson ROBBY LONG Invoice Amount: $1,266.48 Terms; Due Upon Receipt p13 Payment options: Contact our credit office 212333-6600 Est. 84820 REMIT TO: UNITED RENTALS (NORTH AMERICA),INC. FILE 51122 LOS ANGELES CA 90074.1122 RENTAL ITEMS: _ Q�y Equipment Description Minimum Day Week 4 Week 1 10298904 TRENCH BOX 8' X 16' 192.50 503.30 1484.00 Make: SPEEDSHORE Model: TS-0816UR4FB Serial: U-14-7254-S 4 940/5506 SPREADER BAR (KIT) 8" X 4' 16 940/5655 8" SPREADER BAR (LINEAR FEET) 4 940/9615 STACKING PINS SALES/MISCELLANEOUS ITEMS: Qty Item 1 PICKUP CHARGE COMMENTS/NOTES: CONTACT: KYE VANHOOF/ROBBIE 206-391-4749 CELL#: 425-306-8061 NO BOOM REQURIED ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR WWW.UNITEDACADZMY.UR.COM TRAINING IS NOT AVAILABLE ON CERTAIN EQUIPMENT IN CANADA. Price 150.000 1,006.60 N/C Rental Subtotal: 1,006.60 Unit of Measure_ Extended Amt. EACH 150.00 Sales/Misc Subtotal: 150.00 Agreement Subtotal: 1,156.60 Tax: 109.88 Total: 1,266.48 THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE, A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUES'.. You Can Now Access Invoice History and Update Purchase Orders Online Page: i To Sign Up, contact URControlSupport@ur.com SUNBELT® RENTALS INVUICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. PO BOX 409211 ATLANTA, GA 30384-9211 RECEIVED OCT 0 5 INVOICE TO RCNW ! RECEIVED BY 2oz - 6195 - 8068 �i� MEYNARD, BRIAN ROAD CONSTRUCTION NW INC i PURCHASE ORDER NO. PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 QTY 1 JOB NO. - --------- 62501813-006 435894 — 9/28/16 PAGE — 1 of 1 CONTRACT NO. 62501813 BRIAN BRANICH SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 EQUIPMENT # Min Day Week 4 Week Amount 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 1580.00 358140 Make:. GORMANRUPP Model: PA6D-60-4045T Ser #: 1469362 HR OUT: 3774.700 HR IN: 3774.700 Billed from 9/08/16 thru 9/20/16 Subbed for 4" pump Meter from prior exchange is 87.000 Re SALES ITEMS: Qty Item number Unit 1 ENVIRONMENTAL EA ENVIRONMENTAL FINAL BILL: 9/08/16 09:24 AM THRU 9/20/16 04:00 PM. P (010�o /i d / Aw LSina R!{ J ntal Sub- total: 1580.00 ' Price 39.500 39.50 APPROVED — PROJECT COST CtD.E REMIT TO: SUNBELT RENTALS, INC. NET DUE UPON RECEIPT PO BOX 409211 Invoices not paid within 30 days may be subject 4TLANTA, GA 30384-9211 to a I-Y2% per month charge. C�3% w I() In -if- BYPAS'S ;'v<1P� ? 1,619.50 153.85 • 1,773.35 SUNBELT RENTALS INVOICE TO _ 1 oz - 4097 - 5081 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 INVOICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. 62750472-001 PO BOX 409211 ATLANTA, GA 30384-9211 -- - -------- .r 435894 �• ei RECEIVED 9/13/16 SEP 19 2016 -- PA -F 1 of 1-- h'CNW RECE!VED BY -- --- -- - - - CON'rRAC? No. E AWES, JUSTIN 62750472 i PURCHASE O:�r'ER NO VERBAL JOB NO. 30- ROAD CONSTRUCTIO SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY EQUIPMENT # Min Day Week 4 Week Amount 1 4" X 6" INCREASER BAUER 8.00 8.00 22.00 64.00 64.00 #4" socket x 6" ball 1 30' ROPE AND HOSE KIT 13.00 13.00 27.00 93.00 93.00 '1' 1 12" X 18" SWR PLG W/ 6" FLOW THROUGH 140.00 140.00 280.00 880.00 880.00 -4 Re ntal Sub- total: 1037.00 BILLED FOR FOUR WEEKS 8/22/16 THRU 9/18/16. floul t # Past P& N -s�� Piss 2 i -tr111ip ifmi., REMIT TO: SUNBELT RENTALS, INC. NET DUE UPON RECEIPT 30 BOX 409211 Invoices not paid within 30 days may be subject 4TLANTA, GA 30384-9211 to a I-V2% per month charge. APPROVED rrrr PROJECT COS? CODE a. - — OIL $ 1,037.00 98.52 s_ A L #r'C'I/ MIN 1 1,135.52 - QTY 1 1 1 1 1 2 1 2 2 1 3 SUNBELT RENTALS INVOICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. PO BOX 409211 ATLANTA, GA 30384-9211 RECRIVID INVOICE TO OCT 2� RCNW 2oz-6195.8063 �.f ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTER�R N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 EQUIPMENT # 62501813-005 435894 9/28/16 PAGE 1 of 4 READ BY CONTRACT NO. IMEYNARD, BRIAN 62501813 PURCHASE ORDER NO JOB NO. VERBAL BRIAN 30- ROAD CONSTRUCTIO i IBRANCH SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 Min Day Week 4 Week Amount 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 1580.00 - 167392 Make: GORMANRUPP Model: PA6D60-4045D-SU Ser #: 001368614 HR OUT: 129.100 HR IN: 171.500 TOTAL: 42.400 Billed from 9/08/16 thru 9/20/16 Subbed for 4" pump 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 1580.00 .� 405375 Make: GORMANRUPP Model: PA6D-60-4045T Ser #: 1504000 HR OUT: 1287.300 HR IN: 1362.500 TOTAL: 75.200 Subbed fpr 4" pump 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 1580.00 ►' 376145 Make: GORMANRUPP Model: PA6D-60-4045T Ser #: 1487203 HR OUT: 2982.000 HR IN: 2997.400 TOTAL: 15.400 Subbed for 4" silent pump didn't use 4" CROSS TEE 14.00 14.00 36.00 92.00 72.00 ^ 4" X 6" INCREASER BAUER N/C - 4" X 6" INCREASER BAUER 8.00 8.00 22.00 64.00 88.00 Tt 6" X 4" REDUCER BAUER N/C 6" X 4" REDUCER BAUER 9.00 9.00 26.00 79.00 104.00 t� 6" X 4" REDUCER BAUER 9.00 9.00 26.00 79.00 104.00` 4" WYE BAUER 7.00 7.00 21.00 53.00 42.00 4" BAUER BALL X MALE PIPE THREAD N/C Continued on Next Page t, � cl,rYJCE" �=C�dre tdrl Pqr,"Evye PRO CT�..�"". REMIT TO: Q> T'! ri�iG� I p`GCt CTCOM G SUNBELT RENTALS, INC:151n�� .i NET DUE UPON PO BOX 409211 Invoices not paid within 30 days may be subject ATLANTA, GA 30384-9211 to a 1-�/z% per month charge. SIGN B ELT® RENTALS INVOICE TO 2oz - 6195 - 8064 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 INVOICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. PO BOX 409211 ATLANTA, GA 30384-9211 62501813-005 435894 9/28/ 16 PAGE 2of4 RECEIVED BY - ICONTRAc; r NO. MEYNARD, BRIAN 62501813 P URCHA•7F_ ORDER NO. JOB NO. BRANCH SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY EQUIPMENT # Min Day Week 4 Week Amount. 3 4" BAUER BALL X MALE PIPE THREAD 3.00 3.00 10.00 28.00 60.00 fj- 2 4" BAUER BALL X MALE PIPE THREAD 3.00 3.00 10.00 28.00 40.00 1 4" BAUER BALL X FLANGE N/C ` QTY EQUIPMENT # Min Day Week 4 Week Amount 1 , 6" BAUER BALLX FEMALE PIPE THREAD 5.00 5.00 12.00 31.00 24.00 1 6" BAUER BALL X FEMALE PIPE THREAD 5.00 5.00 12.00 31.00 24.00 1 6" BAUER BALL X FLANGE N/C " 2 4" BAUER SOCKET X FEMALE PIPE THREAD N/C 2 4" BAUER SOCKET X MALE PIPE THREAD 3.00 3.00 10.00 28.00 40.00 1+ 2 4" BAUER SOCKET X MALE PIPE THREAD 3.00 3.00 10.00 28.00 40.004 3 4" BAUER SOCKET X MALE PIPE THREAD 3.00 3.00 10.00 28.00 60.00 1 4" BAUER SOCKET X FLANGE N/C - 1 6" BAUER SOCKET X FEMALE PIPE THREAD 5.00 5.00 12.00 40.00 24.00 1 6" BAUER SOCKET X FLANGE N/C `- 3 4" CAMLOCK FEMALE X FPT N/C 2 4" CAMLOCK FEMALE X FPT 5.00 5.00 13.00 36.00 52.00 2 4" CAMLOCK MALE X FPT 5.00 5.00 13.00 36.00 52.004 2 4" CAMLOCK MALE X FPT 5.00 5.00 13.00 36.00 52.004 Continued on Next Paqe REMIT TO: SUNBELT RENTALS, INC. NET DUE UPON RECEIPT ?0 BOX 409211 Invoices not paid within 30 days may be subject 4TLANTA, GA 30384-9211 to a I-V2% per month charge. SUNBELL RENTALS INVOICE TO 2oz - 6195 - 8065 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 INVUI(:E SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. PO BOX 409211 ATLANTA, GA 30384-9211 62501813-005 435894 9/28/16 PAc�, 3 of 4 RECEIVED BY CONTRACT NO. MEYNARD, BRIAN 62501813 PURCHASE ORDER i IO. VERBAL BRIAN J08 i`•!O. 30- ROAD CONSTRUCTIO BRANCH SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY. EQUIPMENT # Min Day Week 4 Week Amount 2 4" CAMLOCK MALE X MPT N/C -- 2 4" CAMLOCK MALE X MPT 4.00 4.00 12.00 36.00 48.00 1 4" X 10' SUCTION HOSE 16.00 16.00 47.00 145.00 94.00 - 13 4" X 20' SUCTION HOSE 25.00 25.00 68.00 205.00 1768.00 fi- 1 6" X 20' SUCTION HOSE 36.00 36.00 83.00 260.00 166.00 - 22 4" X 50' DISCHARGE HOSE 20.00 20.00' 52.00 150.00 2288.004 4 4" X 50' DISCHARGE HOSE 20.00 20.00 52.00 150.00 416.00 14 1 FLOAT SWITCH - DOUBLE 16.00 16.00 40.00 115.00 80.00 2 25' FLOAT SWITCH CORP 1.00. 1.00 3.00 11:00 12.00 1°E' 2 30' ROPE AND HOSE KIT 13.00 . 13.00 27.00 93.00 108.00 -T+ 1 12" X 24" SWR PLG W/ 6" FLOW THROUGH 140.00 140.00 295.00 765.00 590.00 " QTY EQUIPMENT # Min Day Week 4 Week Amount 1 12" X 18" SWR PLG W/ 6" FLOW THROUGH 140.00 140.00 280.00 880.00 560.00 - 1 4" CHECK VALVE 14.00 1.4.00 31.00 105.00 62.00 " 1 6" CHECK VALVE 14.00 14.00 31.00 105.00 62.00 - Re ntal Sub- total: 11872.06 SALES ITEMS: Qty Item number REMIT TO: Unit Price Continued on Next Page SUNBELT RENTALS, INC. NET DUE UPON RECEIPT • •<11 PO BOX 409211 Invoices not paid within 30 days maybe subject ATLANTA, GA 30384-9211 toal-// th h a o per mon c age, SUMBELL RENTALS INVOICE TO 2oz - 6195 - 8066 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 INVOICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. PO BOX 409211 ATLANTA, GA 30384-9211 RECEIVED BY _ _MEY_NARD, BRIAN PU'tCHASE ORDER Nrl 62501813-005 3; { 435894 9/28/16 PAGE 4 of 4 CONTRACT NO 62501813 J03 110. 30- ROAD CONSTRUCTIO 6�1:di�iCli — --- SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY EQUIPMENT # Min Day Week 4 Week Amount 1 ENVIRONMENTAL EA 118.500 118.50 ENVIRONMENTAL 27 DIESEL EA 8.250 222.75 2141XXX000 2 RF EA N/C _- RETURNED FULL Billing period: 9/08116 09:24 AM THRU 9/20/16, 07:45 PM. ,f n REMIT TO: SUNBELT RENTALS, INC. NET DUE UPON RECEIPT PO BOX 409211 Invoices not paid within 30 days may be subject 4TLANTA, GA 30384-9211 to a 1-%2% per month charge. SUNBELT® RENTALS INVOICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. PO BOX 409211 ATLANTA, GA 30384-9211 RECEIVED 5IEP 12 201E INVOICE TO 2oz - 6589 - 8801 PACNW ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 IIJIJ�JJI��L1�1��1111��IIL�I�I�JJ��1,L�IJ��I�I JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 62501813-003 435894 9/03/16 I PA3E 1 of 5 I FECFP/ED oY , (OGN raACT NO. -- — MEYNARD, BRIAN 1 62501813 PUACHASE ORDER tit. VERBAL BRIAN JOB Ma 30- ROAD CONSTRUCTIO BRANCH SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY EQUIPMENT # Min Day Week 4 Week Amount- 1 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 2530.00 " �k 167392 Make: GORMANRUPP Model: PA6D60-4045D-SU Ser #: 001368614 HR OUT: 129.100 HR IN: 1171.000 TOTAL: 1041.900 Billed from 8/15/16 thru 9/08/16 Subbed for 4" pump 1 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 2530.00 — 405375 Make: GORMANRUPP Model: PA6D-60-4045T Ser #: 1504000 HR OUT: 1287.300 HR IN: TOTAL: 1287.300 Subbed fpr 4" pump 1 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 2530.00 t- 380475 Make: GORMANRUPP Model: PA6D-60-4045T Ser #: 1490999 HR OUT: 2399.000 HR IN: TOTAL: 2399.000 Billed from 8/16/16 thru 9/08116 Subbed for 4" pump 1 6" DIESEL SELF -PRIMING SILENT TRASH PUM 380.00 380.00 790.00 2530.00 2530.00 " 376145 Make: GORMANRUPP Model: PA6D-60-4045T Ser #: 1487203 HR OUT: 2982.000 HR IN: 2997.400 TOTAL: 15.400 Subbed for 4" silent pump didn't use 1 4" CROSS TEE 14.00 14.00 36.00 92.00 92.00 Billed from 8/17/16 thru 9/08/16 +1 4" X 6" INCREASER BAUER N/C,. Billed from 8/12/16 thru 9/08/16 2 4" X 6" INCREASER BAUER 8.00 8.00 22.00 64.00 128.00--A. Billed from 8/16/16 thru 9/08/16 P0r T - Continued on Next Page RepulL # j r�I1'�/1�i-Isla=i3(?�!`w3"�� , 0 REMIT TO: (�t/ / I.Oca lt%1i`i'S C0STC00F.___ lilifi�'tiJK �Terified / AcCt G/L i Ql SUNBELT RENTALS, INC. NET DUE UPON RE�.'e° PO BOX 409211 I �3'n�''�� • • ATLANTA, GA 30384-9211 Invoices not paid within 30 days may be subject to a i- z /o per month charge. d WFFK RII I REN TALB INVOICE TO 2oz - 6589 - 8802 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 Wa EWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 INVOICE SE ALL PAYeENTS TO - BELT RE TALS, INC. PO BOX 409211 . . 62501813-003 ATLANTA, GA 30384-9211 q. F - ---- - --- a t tz >fid3 l,r�, 4358949/03/16 •.v I ` F FCary D F;Y --- - 1 CC i^+ FFiAtCT ; i0 - --- -- MEYNARD, BRIAN 62501813 I PURCHASE 0-0-3 Njo ---- ----- VERBAL BRIAN 30- ROAD CONSTRUCTIO BRANCH SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY EQUIPMENT# Min Day Week 4 Week Amount STY-- Min Day Week 4 Week Amount jK 1 6" X 4" REDUCER BAUER N/C -- Billed from 8/12/16 thru 9/08/16 9�'2 6" X 4" REDUCER BAUER .9.00 9.00 26.00 79.00 158.00 -0 Billed from 8/16/16 thru 9/08/16 2 6" X 4" REDUCER BAUER 9.00 9.00 26.00 79.00 156,00 Billed from 8/19/16 thru 9/08/16 1 4" WYE BAUER 7.00 7.00 21.00 53.00 53.00 - Billed from 8/17/16 thru 9/08/16 3 4" BAUER BALL X MALE PIPE THREAD N/C ^, Billed from 8/12/16 thru 9/08/16 3 4" BAUER BALL X MALE PIPE THREAD 3.00 3.00 10.00 28.00 84.00 Billed from 8/17/16 thru 9/08/16 2 4" BAUER BALL X MALE PIPE THREAD 3.00 3.00 10.00 28.00 56.004 Billed from 8/19/16 thru 9/08/16 1 4" BAUER BALL X FLANGE N/C Billed from 8/12/16 thru 9/08/16 1 6" BAUER BALL X FEMALE PIPE THREAD 5.00 5.00 12.00 31.00 31.00 r Billed from 8/15/16 thru 9/08/16 1 6" BAUER BALL X FEMALE PIPE THREAD 5.00 5.00 12.00 31.00 31.00 _ Billed from 8/22/16 thru 9/08/16 Continued on Next Page ZEMIT TO: iUNBELT RENTALS, INC. NET DUE UPON RECEIPT '0 BOX 409211 Invoices not paid within 30 days may be subject \TLANTA, GA 30384-9211 to a I-%2% per month charge. 4 WEEK BILL SUNBELTe RENTALS INVOICE TO 2oz - 6589 - 8803 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 INVOICE SEND ALL PAYMENTS TO: SUNBELT RENTALS, INC. 62501813-003 PO BOX 409211 ATLANTA, GA 30384-9211 _-_-______--_-. 435894 9/03/16 G, = 3 of 5 ---- MEYNARD, BRIAN 62501813 ---------------- PURCHASE � �RD_ R , ;O. -- VERBAL BRIAN 30- ROAD CONSTRUCTIO SEATTLE PUMP & POWER PC348 j 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 CITY EQUIPMENT# Min Day Week 4 Week Amount 1! 6" BAUER BALL X FLANGE - N/C Billed from 8/12/16 thru 9/08/16 2 4" BAUER SOCKET X FEMALE PIPE THREAD N/C 2 4" BAUER SOCKET X MALE PIPE THREAD 3.00 3.00 10.00 28.00 56.00 44. Billed from 8/15/16 thru 9/08/16 QTY EQUIPMENT # Min Day Week 4 Week Amount 2 4" BAUER SOCKET X MALE PIPE THREAD 3.00 3.00 10.00 28.00 56.00 4- Billed from 8/16/16 thru 9/08/16 - - 3 4" BAUER SOCKET X MALE PIPE THREAD 3.00 3.00 10.00 28.00 84.004 Billed from 8/17/16 thru 9/08/16 1 4" BAUER SOCKET X FLANGE N/C Billed from 8/12/16 thru 9/08/16 . 1 6" BAUER SOCKET X FEMALE PIPE THREAD 5.00 5.00 12.00 40.00 40.00 Billed from 8/15/16 thru 9/08/16 1 6" BAUER SOCKET X FLANGE N/C --- Billed from 8/12/16 thru 9/08/16 3 4" CAMLOCK FEMALE X FPT N/C —2 4" CAMLOCK FEMALE X FPT 5.00 5.00 13.00 36.00 72.00-P�- Billed from 8/17/16 thru 9/08116 2 4" CAMLOCK MALE X FPT 5.00 5.00 13.00 36.00 72.00-NJ Billed from 8/15/16 thru 9/08/16 Continued on Next Page �4 ZEMIT TO: ----- -CO Q. WNBELT RENTALS, INC. NET DUE UPON RECEIPT )O BOX 409211 Invoices not paid within 30 days may be subject %TLANTA, GA 30384-9211 " _._ ---___...._..-------_.._._............_.-----_.__.- to a I-/z/o per month charge. _- 4 WEEK RII I SUMBELL RENTALS INVOICE TO 2oz - 6589 - 8804 ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 JOB ADDRESS RENTON SEWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 QTY EQUIPMENT # 2 4" CAMLOCK MALE X FPT Billed from 8/17/16 thru 9/08/16 2 4" CAMLOCK MALE X MPT Billed from 8/12/16 thru 9/08/16 2 4" CAMLOCK MALE X MPT Billed from 8/19/16 thru 9/08/16 1 4" X 10' SUCTION HOSE 13 4" X 20' SUCTION HOSE 1 6" X 20' SUCTION HOSE Billed from 8/15/16 thru 9/08/16 QTY EQUIPMENT # 22 4" X 50' DISCHARGE HOSE 4 4" X 50' DISCHARGE HOSE Billed from 8/19/16 thru 9/08/16 1 FLOAT SWITCH - DOUBLE Billed from 8/17/16 thru 9/08/16 2 25' FLOAT SWITCH CORD 2 30' ROPE AND HOSE KIT Billed from 8/15/16 thru 9/08/16 1 12" X 24" SWR PLG W/ 6" FLOW THROUGH INVOICE SEND ALL PAYMENTS TO: - -- -- NBELT RENTALS, INC. PO BOX 409211 • 62501813-003 ATLANTA, GA 30384-9211 (Y V 435894 "� - -- - 1 9/03/16 PAGE 4of5 --- --- RE:CEMEID g-r ----- - CONTRACT?10,_.__..-._-..._. --- MEYNARD, BRIAN 62501813 VERBAL BRIAN i 30- ROAD CONSTRUCTIO i SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 Min 5.00 Day 0.00 Week 4 Week Amount 5.00 - 13.00 36.00 72.00 -� N/C 4.00 12.00 36.00 72.00-++ 6.00 47.00 145.00 145.00 - 5.00 68.00 205.00 2665.004 6.00 83.00 260.00 260.00 , Day Week 4 Week Amount 0.00 52.00 150.00 3300.004 0.00 52.00 150.00 600.00 fi- 6.00 40.00 115.00 115.00 �- 1,00 3.00 11.00 20.00 14 3.00 27.00 93.00 186.00 + 295.00 765.00 765.00 - 4.00 16.00 1 25.00 2 36.00 3 Min 20.00 2 20.00 2 16.00 1 1.00 13.00 1 140.00 14 Continued on Next Page tEMIT TO: SUNBELT RENTALS, INC. NET DUE UPON RECEIPT 20 BOX 4, 9211 GA kTLANTAGA Invoices not paid within 30 days may be subject �T30384-9211 to a I-%2% per month charge. QP-- ----------- 4 WEEK BILL SU ELT® RENTALS INVOICE TO 2oz - 6589 - 8805 _ ROAD CONSTRUCTION NW INC PO BOX 188 RENTON WA 98057-0188 3P8WI EWER INTERCEPTOR N 4TH ST & HOUSER WAY RENTON, WA 98055 425-254-9999 r� pIN�_VpOIIpC� E S%9ftE�"CT hy1ffAf,WO: PO BOX 409211 ATLANTA, GA 30384-9211 F1ECE1V= D BY MEYNARD, BRIAN 62501813-003 =i 435894 9/03116 5of5 ;�ilr;tAC �.-..._.. 62501813 PL)RC';,�S= OftD� ;tic VERBAL BRIAN SUB N"11. 30- ROAD CONSTRUCTIO BRANCH - -- SEATTLE PUMP & POWER PC348 2257 LINCOLN AVE TACOMA, WA 98421-3409 253-922-6995 QTY EQUIPMENT- -- Min Day Week 4 Week Amount ---_-"`1 12" X T8"-SWR PLG WT6" FLOW THROUGH-- 140.00 140.00 --2 U-0 580�6 Billed from 8/22/16 thru 9/08/16 1 4". CHECK VALVE 14.00 14.00 31.00 105.00 105.00 — Billed from 8/12/16 thru 9/08/16 1 6" CHECK VALVE 14.00 14.00 31.00 105.00 105.00 — Re ntal Sub- total: 20539.00 SALES ITEMS: Qty Item number Unit Price 1 DLPKSRCHG EA 104.500 104.50 TRANSPORTATION SURCHARGE 1 ENVIRONMENTAL EA 253.000 253.00 '— ENVIRONMENTAL DELIVERY CHARGE 550.00 -- SALES ITEMS: Qty Item number Unit Price PICKUP CHARGE BILLED FOR FOUR WEEKS 8/11/16 THRU 9/07116. 550.00 21,996.50.. ?EMIT TO: -- - — — ! - - -- - 2,089.72 >UNBELT RENTALS, INC. NET DUE UPON RECEIPT I „ ' --- --- --- -- 10 BOX 409211 24,086.22 �TLANTA GA 30384-9211 Invoices not paid within 30 days may be subject ' to a 1-%2% per month charge. 4 WEEK BILL RENTAL RETURN 0United Rentals, RECw,_1VED INVOICE BRANCH B03 2218 11WTR BT EASTTACOM WA 98445 MAY 1 1 2015 # 12707504 53-54 253-54t3-8300 253-540-0619 FAX Custcmer # 825730 - - Invoice Date 4j PORT OF TACOt/IA PROJECT �� Rental out03/23/15 04/15/15 02:00 PM : 09.29 AM SO FRONTAGE RD UR Job Loc s SO FRONTAGE RD, TACO X: OP UR Job # :216 ' ' A Customer Job ID: TACOMA WA 98401 P.O. # : JEFF PELLHAM h Office: 425•-254-9999 Cell: 425-221-3393 Ordered By : JEFF Written By KAREN WILLIAMS Salesperson MICHAEL KERANS ROAD CONSTRUCTION NORTHWEST Invoice Amount: $665.40 PO BOX 188 �� RENTON WA 9 8 0 5 7 - 018 8 �`��—�- Terms: Due Upon Receipt Payment r �i options: Contact our credit office 212-333.6600 Ext. 84986 REMIT TO: UNITED RENTALS (NORTH ANIERICA),INC. FILE 61 122 " LOS ANGELES CA 90074-1122 s! a a ..-..:xu,ei4 si....�¢;..,r . .:.: m„nr tfi i:.l+:;,:;ta i. -„+ s � r i•..,1 RENTAL ITEMS: V Oty Equipment Oesc rX Qty Equipment bzscri tion �• s�animum Day Week 4 Week Amount 6 944/9840 ROAD PLATE 8' X 15' 44.10 44.10 134.40 282.10 N/C 6 944/9946 ROAD PLATE 8- X 20, 44.80 46.90 144.90 308.00 N/C 1 944/9840 ROAD PLATE 8' X 151 64.90 64.90 198.00 416.00 N/C ***PICKUP CHARGES SPLIT WITH CONTRACT NUMBERS 126976475 AND 127244688*** Rental Subtotal: SALES/MISCEL:.ANEOJS ITEMS: QtY Item Price Unit of Measure Extended Amt. 1 PICKUP CHARGE 607.670 EACH 607.671 Sales/Misc Subtotal: 607.67 Agreement Subtotal: 607.67 Tax: Total: 665.40 COMMENTS/NOTES: CALL JEFF PRIOR TO LEAVING OUR YARD ***DELIVERY REQUIRED THREE (3) TRIPS*** FINAL BILL: 4/20/15 02:00 PM THRU 4/15/15 09:29 AM. ARE YOU OR YOUR EMPLOYEES IN NEED OF OPERATOR CERTIFICATION TRAINING? CONTACT UNITED ACADEMY TODAY 844-222-2345 OR Wel.UNITEDACADEI4Y.UR.COM TRAINING IS NOT AVAILABLE Oil CERTAIN EQUIPMENT IN CANADA. APPROVED PROJECT; ` COST CODES-° - G/L #_� (n — POSTED Report # 0019 Date L. [151 t, Post Per (�5 lnifal THIS INVOICE IS ISSUED SUBJECT TO THE TERMS AND CONDITIONS OF THE RENTAL AGREEMENT, WHICH ARE INCORPORATED HEREIN BY REFERENCE. I A COPY OF THE RENTAL AGREEMENT IS AVAILABLE UPON REQUEST. w You Can Now Access Invoice History and Update Purchase Orders Online NO BACK AVAILAB��a y., : 1 To Sign Up, contact URControlSupportg^ur.com `[/ 2t•1.37.54802F21.p01 626578173 3-5 0 G ffilm 2066244769 p.7 EVERGREENea tl Michigan Street Seattle, WA 98108-3242 TJRACTQR LLC Fax Phone (206) 264-628 51 i i i BJI To Road Const,uction N)PJ P.O. Box 188 Renton, WA 99055-0188 Terms Net 30 Item E292 Clean NC Ship To 41hl& Houser Renton P.O. No. Ordered By Rodney Quantity Description 1 Rental: Hitachi ZX85USS-3 Hydraulic Excavator, #83435 Rental Period. 09/15116 One day rental at the rate of $580.001day 1 One Hour labor for Cleaning equipment($95.0011lour) at No Charge \i_(HatiT i -_Fr i '� N�;Z Thank you for your business! t r All equipment is sold as is -where is with no guarantee as to condition unless otherwise specified. We are now accepting American Express, VISA and Mastercard as form of payment. AJI invoices are due 30 days from the date of invoice. Accounts past 45 days are subject to finance charges of 18% of balance due. Accounts exceeding 60 days past due will be subject to collections. All disputed invoices MUST be resolved within 30 days of invoice date or no credit will be issued. Please note that in the event that you fail to make payment when due, this account will be referred to a collection agency for collection. In that event, the contingency fee assessed by the collection agency will be added to the principal and interest due. You will be additionally liable for attorney fees. Both collection agency fees and attorney fees will Increase the balance you owe. Invoice Date Invoice k 9/27/2016 14055 Ship Va Customer Ra'e 580.00 0.00 Safes Reo DN Amoun; 580.00 0.00 Subtotal $580.00 Sales Tax (0.0%) $0.00 Subtotal $580.00 Payments/Credits $0.00 Balance Due SEP-29-2016 11:10 2naF2aavFa qA RCNW 2066244769 p,8 164 S. Mich'igan Street Phone: 206-763-1838 ZverTreen Seattle, WA 98108 Fax: 206-264-6269 I(Mvy ! i Bill To Road Construction NW P.O. Box 188 Renton, WA 98055-0188 Driver Rod Description 09/21/16 Move ZXB5 from Houser Way Renton to Evergreen Tractor Thank you for your businessl! Invoice Date Invoice # 9/28/2016 9628 B/L Terms i 19077 Met 30 We are now accepting American Express, VISA and Mastercard as form of payment. All invoices are due 30 days from the date of invoice. Accounts past 45 days are subject to finance charges of 18% of balance due. Accounts exceeding 60 days past due will be subject to collections. NOTE - All disputed invoices MUST be resolved within 30 days of invoice date or no credit will be issued. Subtotal WSST @ (0.0%) Total Due Date 10/2812016 Total 230.00 $230.00 $0.00 $230.00 SEP-29-201fi li:li 2nGG2d47R9 qF% n nno Consolidated Supply Co. r P.O. Box 5788 Portland, OR 97228 RECEIVED V It 2016 RCNW QUESTIONS ON THIS INVOICE 253-848-9337 4051 AT 0.399 E0120X 10235 D1868548801 S2 P3473797 0001:0001 �I�Ihnrlll�lllllllhlllll�llll�I�II�IIIIII�III.�III�I��II�IIII ROAD CONSTRUCTION NORTHWEST INC DBA RCNW PO BOX 188 RE;NTON WA 98057-0188 INVOICE 09/07/16 1 S7918267.8%tr1 CONSOLIDATED SUPPLY PO BOX 5788 PORTLAND OR 97228-5788 SHIP TO: le �HKLPK�VVKS ROAD CONSTRUCTION NORTHWEST INC DBA RCNW 2500 EAST VALLEY RD SUITE C RENTON WA 98057-0188 CUSTOMER NUMBER CUSTOMER ORDER NUMBER ORDEREDBY SALESPERSON HOME BRANCH 198121 1509 MATT WAGESTER Mark Horvill - Puyallup 19 ORDER WRITER. SHIP VIA Mark Horvill - Puyallup W12 WC 12:00 S.,ORDE 09/07/16 ii R_ DATE SHIP BRANCH 09/07/16 19 PM DESCRIPTION 15"X14' SDR35 D3034 PVC SEWER PIPE ITEM NUM13ER 272666 SHIP OTY 14 I UIM ft NET UNIT PRC NET AMOUNT 9.88 138.32 W/ RINGS 241IX14' P679 PS46 PVC SEWER PIPE 269887 14 ft 41.337 578.72 W/RINGS *Special - Subject to Restock Fee* / APPROVIe�3 #� 5�"F�� A�2�.,,,, �►�� 1 �1/1 r ROJ ECT CODE ROP r � COST GIL # Pow Pw ` —11-4 40 1 1 �Lo.dlHrs rlfied I Acct Using B U SAVE TIME AND MONEY WITH OUR FREE E-BILLING SERVICE We now offer e-mail as a convenient way for you to receive your invoices and statements. Receive them faster, so you can bill your customers faster. Our goal is to make It easy for you to receive and manage your invoices. Save time and money while helping us "Go Green". Contact Shelly at ellshe@consolidatedsupply.com or by phone at (503) 906-3237 & get set up todayl SUBTOTAL 717.04 FREIGHT Invoice is due by 10/31/16. 71,YMgi2«:�6 PM 8,8bi�.fQ1 SALES TAX AMOUNT 67 0 TONY MINTER 0001:0001 F 1'VI p I� -1(0 784.44 Page 1 of 1 4 Ir �r Consolidated QUESTIONS ON THIS INVOICE Supply Co.. 253-848-9337 BILL TO: ROAD CONSTRUCTION NORTHWEST INC DBA RCNW PO BOX 188 RENTON, WA 98057-0188 CUSTOMER NUMBER CUSTOMER ORDER NUMBER ORDERED BY 198121 1509 MATT WAGESTER WRITER SHIP VIA HORVMA DIRECT DESCRIPTION 15" PVC SEWER GXG 22-1/2 W/ GSKTS L17015 117-0015 *Special - Subject to Restock Fee* 15" PVC SEWER GXG 45 W/ GSKTS �. L5015 121-0015 QTY ORD 2ea 2ea ** INVOICE ** INVOICE DATE INVOICE NUMBER 09/15/16 S7918267.002 REMIT TO: PAGE NO. PO BOX 5788 PORTLAND, OR 97228 1 SHIP TO: ROAD CONSTRUCTION NORTHWEST IN DBA RCNW 2500 EAST VALLEY RD SUITE C RENTON, WA 98057-0188 WHSE SALESMAN 19 HORVMA Prc Br: 19 DATE SHIPPED ORDER DATE 09/15/16 09/07/16 Shp Br: 19 QTY SHIP U/M NET UNIT PRICE NET AMOUNT 2ea ea 431.969EA 863.94 2ea ea 382.586EA ** Reprint ** Reprint ** Reprint ** Reprint ** 765.17 Subtotal 1629.11 Freight 0.00 Tax 154.76 Invoice is due by 10/31/16. Amount Due 1783.87 -i-� TRAFFIC CONTROL SERVICES • n A professional nagging service. Po Box 52665 T2F,L Bellevue, WA 98015 Phone: (425) 658-3655 Fax: (425) 658-3658 Bill To: ROAD CONSTRUCTION NW ATTN: ACCOUNTS PAYABLE P O Box 188 Renton, WA 98057 Invoice Invoice Number 4774R Invoice Date 10/11/2016 Job No : Customer Job No. Customer PO- Terms <" Due `Date . 2894 Net 30 Days 11 /10/2016 Work Date.` Description, Quantity / Hrs Rate / Per:Unit „ Amount Labor: 9/12/2016 Flagger Bell TCSAO 11.50 46.59 535.79 9/13/2016 Flagger Bell TCSAO 11.50 46.59 535.79 9/14/2016 Flagger Bell TCSAO 11.50 46.59 535.79 9/15/2016 SupervisorA Bell TCSAO 11.75 54.00 634.50 9/14/2016 Flagger Camp PWOT 11.50 82.50 948.75 9/15/2016 Flagger Camp PWOT 12.25 82.50 1,010.63 9/12/2016 Flagger Dever PWOT 11.50 82.50 948.75 9/13/2016 Flagger Dever PWOT 11.50 82.50 948.75 9/14/2016 Flagger Dever PWOT 11.50 82.50 948.75 9/15/2016 Flagger Dever PWOT 11.75 82.50 969.38 9/13/2016 Flagger Dotson PWOT 11.50 82.50 948.75 9/15/2016 Flagger Dotson PWOT 11.75 82.50 969.38 9/12/2016 Flagger Taylor PWOT 11.50 82.50 948.75 9/12/2016 Flagger Benedix PWOT 8.00 82.50 660.00 9/12/2016 Flagger Benedix PWDBT 3.00 110.00 330.00 Eauiament: Sign w/stand 30 @ 10.00 each 30.00 300.00 28" Cones 60 @ 1.50 each 60.00 90.00 Mobilization Charge 4 @ 25.00 each 4,00 100.00 Equipment Truck 4 @ 110.00 each 4.00 440.00 Total Amount Due: 12,803.76 DELIVERY TICKETMIL S SAND & GRAVEL COMPANY 400 VALLEY AVE NE, PUYALLUP, WA 98372-2516 SALES/OFFICE www.Miles$, ndandGravel•com (253) 833-3705 CONCRETE ORDERS SAND & GRAVEL ORDERS (253) 922-0327 (253) 833-3700 (253) 536-9100 SHELTON OLYMPIA fax 05A RR3-3740 19531 q99-qi IF l9571 Rd3-17R7 l3RM A9R.'%'1AA IAAM dot-7777 CUSTOMER COPY DATE CUSTOMER NO. ORDER NO CUSTOMER RO. OR JOB NO. PLANT NO. I ICK DELNERY TET N0. 1S tlii!•�II i+47I 11 1'`D !/ Jai t.`1 !ki,! CY ORDERED CY DLVRD LOAD NO. SLUMP GnIlons of Warer PLANT TIME OUT JOB TIME IN —�--_-' JOB TIME OUT -rPRARf__T_j&iffIN ] I I.; I i I I 1't• Added By Customers Request CUSTOMER NAME SPECIAL INSTRUCTIONS JOD ADDRESS OTY UNYTS PROD. CODE DESCRIPTION UNIT ORICE T AMOUNT f' k l 1,.1� f,. k •_'if;;S};IiClJi.lt !If�i'r !ly);j-! {: t ' i DRIVER NO. TRUCK NO. TERMS: NET 30 DAYS. INTEREST AT THE MAXIMUM ALLOWABLE RATE WILL BE SUES TOTAL CHARGED ON PAST DUE ACCOUNTS. IF COLLECTION BECOMES NECES- SARY REASONABLE ATTORNEYS FEES WILL BE ASSESSED. TAX CODE _ RELEASE - CUSTOMER RELEASES & AGREES TO HOLD HARMLESS THE MILES CO. FOR ANY DAMAGE TO HIS REAL OR PERSONAL PJIOPERTY CAUSED BY DELIVERY OF DRIVER. MATERIALS LISTED ABOVE. Lz ---- GALLONS OF WATER ADDED BY CUSTOMER'S REQUEST — SIGNATURE SALES TAX X TOTAL AMOUNT 1 ORIGINAL, / P.�p Kin W CIl iutem City of Renton Mill Avenue S. Manhole and Lift Station Fall Restraint Improvements for Below -grade Structures Fctimatp of Timp anri Frnpnca Description Principal Project Manager Project Engineer Project Staff Engineer Engineer Staff Engineer Word Processor Total Hours Total Labor Subconsltant Total Expense Total Cost Classification Professional IX I Professional VII I Professional V Professional III I Professional II Professional I Administrative III Task 1 Visit Each Lift Station and the Mill Avenue S Deep Manhole 1.1 Photograph each lift station site 1.2 Document dimensions and special considerations 1.3 Evaluate a workable solution _ 1.4 Photograph the deep manhole facilities 1.5 Document dimensions and design aspects for deep manhole facilA _ 1.6 Discuss the planned inprovements with the City project manager 5 11 10 $ 252 $ 636 $_ _5.66 $ $ $ $ $ - $ _ $ $ 6 $ 71 $___--- 70 $ 1 $ 258 S 707 $ 635 4 1 1 10 - 10 - 1 - - - 1 $ 58 1 3 4 5 ----57 $- - 24_0 $ 279 .. $ -__fi S_ _- 246 $ 286 2 2 1 _ _ $ 7 Subtatall 4 1 30 2 36 $ 2,030 $ $ 162 $ 2,192 Task 2 Prepare Preliminary Construction Plans and Details 2.1 Prepare prekninary plans and details for each lift station site 2.2 Prepare preliminary plans and details for deep manhole project - - - 2.3 Prepare cover sheet and general construction notes for the project 2.4 Prepare vice' m 2.5 Prepare a preliminary plan set for City review _ - 2.6 Prepare a preliminary construction cost estimate _ _ _ _ 2.7 Meet with the C' to review the preliminary plans $ 1,034 S $ _ $ $ 643 $ -_ 1,678 $ - 1,936 $ 546 $ _ _ 367 1 4 4 20 29 1 8 4 20 33 $ 1,249 _.._ __ $ 686 1 2 6 9 -- --- $ 358 -_ $ 18t $ 124 1 1 4 6 $ 243 $ 1 1 - 2 1 5 $ 211 $ $ _- 12_ $ _ - 146 $ 35 $ _ _ 331 $ 482 1 2 1 4 - _ 8 $ 336 $ _ 4 - _ 1 5 _ $ 307 $ $ 342 Subtotal 10 18 4 5 56 2 95 $ 3,739 $ $ 1,936 $ 5,675 Task 3 Technical Specifications 3.1 Prepare technical specifications 3.2 Coordnate with City to update standard specifications and general conditions 3.3 Prepare review documents and address City comments _ 1 2 4- - 1 $ 178 $ -- 700 32 $_ _ 223 $ 223 2 2 -- __ _- 3 - - 14 4 4 $ - 523 $ 226 $ 209 $ - - 4 2 -_ - _ -- $ __ -_ $ 6 $ $ 14 Subtotal 2 8 2 2 3 5 1 22 1 $ 958 $ 1 $ 197 1 $ 1.155 Task4 _ Prepare Final Plans and Specificatons 4.1 Prepare final plans and eciffcatons 4.2 Quality control review by senior engineer _ - 4.3 Prepare bid quantities and an engineer's construction cost estimate - 3 - 2 - 1 4 - 4 3 - - 4 - 1 16 2 1 - 1 -36 __ _ _ $ 1,119 $ - - $.__ $ $ 649 $ 8 $ 93 $ _ 1,768 - $ __337_ $ 509 3 $ 329 41 $ 6 9 Subtotal 3 3 8 3 5 18 2 1 42 1 S 1,864 $ 1 $ 751 1 $ 2,615 Task 5 Services During Bidding and Award 5.1 Prepare bid advertisement -- - -- -_--- ---- 5.2 Produce bid documents 5.3 Respond to questions from bidders _ ity with bid luation 5.4 Assist the Cevaluation --------------- ----- - --- -- - 5.5 Prepare construction plan sets 1 _ 1 1 4 - 9 2 $ -- - 141 $ -- $ _ - -_ $ _ - _ _ _ $ $ 4 $ _ _ 9 $ 2 $ 144 $ _--_ -__ 371 $ 84 1 1 2 1 2 1 4 $ _ _ _ 362 $ 82 _ _ _ $ 289 - - 1 - - - 1 1 1 1 3 7 _ _ $ 567 $ 856 Subtotal 2 6 1 2 9 3 23 $ 930 $ $ 593 $ 1,513 Task Services During_ Construction 6.1 Prepare aenda for and attend re -construction conference 6.2 Respond to re uest for information - -- ---- - -- - ___ $ $ 6 $ 258 $ -_- 415 $ - ___-- 410 - $ _ _- - 410 $ _ - - 1,672 4 - - 1 5 $ 252 - 2 2 2 4 1 11 $ _ _ _ 405 _ $ _ $ - - 10 $ 10 -- -- - $ -__ 10 $ 149 _ 6.3 Review and prepare chance orders _ _ -_ 1 2 1 1 4 1 10 $400 - -- - $_ _- _400 $ 1,523 ---- $ _-_ - - -- - - $ _-_- - $ -_ 6.4 Review submittals - 1 2 1 1 4 1 10 ------- 6.5 Conduct art -time Inspection and project meetings - - 4 - 8 32 3 47 6.6 Review payrequests 4 - - 2 6 $ _ 278 $ $ 7 $_ 285 6.7 Assist with testingand startup_ 6.8 Attend project walk-through and prepare unchlist 6.9 Revise plans with as -built information 4 4 4 1 13 $ 512 $ 372 $ 326 _ $ $ -_-_ _ 41 $ 553 $ $ 484 2 8 1 11 _ _ _ $ _ $ 65 $ 158 2 4 1 8 $ Subtotal 3 26 4 16 1 60 12 121 $ 4,48 $ $ 456 $ 4,924 Subtotal Tasks 3 24 96 14 30 146 26 1 339 1 $ 13,9881 $ $ 4,085 S 18,074 Direct Salary Cost (DSC) 3 24 96 14 30 146 26 1 339 1 $ 13.988 1 S $ 4,085 OVERHEAD (OH Cost including Salary Additives) OH Rate x DSC FIXED FEE (FF) SUBCONSULTANT TOTAL REIMBURSIBLES TOTAL FF Rate x (DSC+OH) OH Rate 177.93°,, S 24,889 89 FF Rate 12.00°a Is 4.66539 $ $ 4,085.21 TOTAL I $ 47,628.Ba EXHIBIT C-3 SUMMARY OF FEE FOR ENGINEERING SERVICES BREAKDOWN OF OVERHEAD COST Direct Labor Base 100.00% FICA & Medicare 13.59% Unemployment ___.........._.._.._. 0.95% Vacation, Holidays & Sick Leave 19.52% Health & Accident Insurance 10.94% Retirement Plan 5.44% Industrial Insurance 0.57% Advertising Fringe -0.83% Total Direct Labor Overhead: 50.184E G&A Overhead Indirect Labor 75.99% Bonus 12.11 % Travel ....._.._..._ ................................. 2.43% Office Rent 20,774E Supplies, Printing, Postage, Misc. ... _.... ................................ 3.43% _................ ... .............. Equipment Support _.... ..... _......... ................... ......... 7.85% Telecommunications 5.10% Legal/Acctg/Computer Consultant 1.12% Professional Development 0.78% Dues & Subscriptions 0.78% B&O/Property/Excise Taxes 6.69% General Insurance 3.85% Business Planning and Recruiting 1.304E In-house cost reimbursed -14.41 % Total G&A Overhead 127.76% TOTAL 177.93% SUMMARY OF COSTS Project No. Name of Project: Mill Avenue S. Manhole and Lift Station all Restraint Improvements for Below -grade Structures Direct Salary Cost (DSC) _..................................................... I .......................... ... $ 13.988.350 Overhead Cost (including payroll additives 177.93% S 24.889.891 Sub Total $ 38,878.141 Net Fee .................................. ............................... ........................................................................................................ _____............................... 12.00% S 4,665.389 Direct Non -Salary Costs: a. Travel and per diem $ b. Reproduction expenses $ .................................... C. Co user e.x nse $ d. Outside consultants ......._.._................................................................ $ - e. Other (specify) Reimbursables $ 4,085.21 Total $ 4,085.21 Sub Total $ 43.543,630 GRAND TOTAL $ 47,628.838 / 20 24 CITY OF RENTON SUMMARY OF FAIR PRACTICES POLICY ADOPTED BY RESOLUTION NO. 4085 It is the policy of the City of Renton to promote and provide equal treatment and service to all citizens and to ensure equal employment opportunity to all persons without regard to their race; religion/creed; national origin; ancestry; sex; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status, or the presence of a physical, sensory, or mental disability, when the City of Renton can reasonably accommodate the disability, of employees and applicants for employment and fair, non-discriminatory treatment to all citizens. All departments of the City of Renton shall adhere to the following guidelines: (1) EMPLOYMENT PRACTICES - The City of Renton will ensure all employment related activities included recruitment, selection, promotion, demotion, training, retention and separation are conducted in a manner which is based on job -related criteria which does not discriminate against women, minorities and other protected classes. Human resources decisions will be in accordance with individual performance, staffing requirements, governing civil service rules, and labor contract agreements. (2) COOPERATION WITH HUMAN RIGHTS ORGANIZATIONS - The City of Renton will cooperate fully with all organizations and commissions organized to promote fair practices and equal opportunity in employment. (3) CONTRACTORS' OBLIGATIONS - Contractors, sub -contractors, consultants and suppliers conducting business with the City of Renton shall affirm and subscribe to the Fair Practices and Non-discrimination policies set forth by the law and by City policy. Copies of this policy shall be distributed to all City employees, shall appear in all operational documentation of the City, including bid calls, and shall be prominently displayed in appropriate city facilities. CONCURRED IN by the City Council of the City of Renton, Washington, this 7th day of March_____, 2011 . CITY RENTON Denis Law, Mayor Attest: 4 /� Bonnie I. Walton, City Clerk RENTON CITY COUNCIL until Pr sident Page 14 of 1S Pia zza/Data_Center/Forms/City/Contracts E1-2012 _ PAGE NO; OP_dPAGES CITY OF RENTON FAIR PRACTICES POLICY AFFIDAVIT OF COMPLIANCE RH2 Enigneering, Inc., hereby confirms and declares that: (Name of contractor/subcontractor/consultant) It is the policy of the above -named contractor/subcontractor/consultant, to offer equal opportunity to all qualified employees and applicants for employment without regard to their race; religion/creed; national origin; ancestry; sex; the presence of a physical, sensory, or mental disability; age over 40; sexual orientation or gender identity; pregnancy; HIV/AIDS and Hepatitis C status; use of a guide dog/service animal; marital status; parental/family status; military status; or veteran's status. The above -named contractor/subcontractor/consultant complies with all applicable federal, state and local laws governing non-discrimination in employment. III. When applicable, the above -named contractor/subcontractor/consultant will seek out and negotiate with minority and women contractors for the award of subcontracts. RH2 Engineering, Inc./Randy L. Asplund Print Agent/Representative's Name Vice President Print Agent/Representative's Title Agent/Representative's Signature Date Signed Instructions: This document MUST be completed by each contractor, subcontractor, consultant and/or supplier. Include or attach this document(s) with the contract. Page 15 of 15 Piazza/Data_Center/Forms/City/Contracts BACKFLOW PREVENTION ASSEMBLY TEST NOTICE TEST REPORT FORM(S) DUE NO LATER THAN: June 1, 2013 BARTON BENNETT 1807 SE 7TH CT RENTON, WA 98055 In accordance with requirements of the Washington State Department of Health (WAC 246-290- 490), backflow assemblies must be tested annually. According to our records the backflow assembly installed at the address listed below is now due for its annual test. Our records also indicate that you are the responsible party required to have the assembly tested. Please let us know if this information is incorrect. The backflow assembly must be tested by a State of Washington Certified Backflow Assembly Tester (BAT). We have enclosed a partial list of certified BATS and a test report form for your convenience. Please return the completed test form to our office by email at: mdotson@rentonwa.gov, by fax at: (425) 430-7241, or by mail at: Mike Dotson, Utility Systems, City of Renton, 1055 S Grady Way, Renton, WA 98057, by June 1, 2013. If you have any questions please contact Mike Dotson, Cross Connection Control Specialist, at (425) 430-7207 or by email at mdotson@rentonwa.gov. For additional information, please visit our website at rentonwa.gov. Thank you for your cooperation. Assemblies Due to be Tested: Type Mfr Size Model SN 1. DC FEBCO 1" 850 H71789 1707 SE 7TH CT Location: END OF CUL-DE-SAC IN TRAFFIC CIRCLE 2. DC FEBCO 1" 805Y A01468 1707 SE 7TH CT Location: LEFT PROPERTY LINE 20' BEHIND METER 3. DC CONB 1" 4010502 S4631 1807 SE 7TH CT Location: IN CLOSET UNDERSTAIRS U1�Y' or : City Clerk Number K 166eicklist Select One: ❑X Contract ❑ Permit ❑ Lease ❑ Agreement Contract Type (assigned by City Clerk) Staff Name: Dave Christensen Extension: Department/Division: EDEN Public Works/Utility Systems Approval Queue: 05/007 Addendum Number: to City Clerk Number: (if applicable). Contract Class: ❑ Receivable ❑ Payable ❑ Grant ❑ Misc. (no $) Expiration Date: 12/31/2014 Contractor Name: RH2 Engineering, Inc Short Description: Consultant contract for desion services for Deer) Manhole on Mill Avenue South Full or Additional Consultant contract for design services for Deep Manhole on Mill Avenue South to improve access, Description: ventialtion and overall safety at the manhole. ❑X Legal Review (attach memorandum from City Attorney) Risk Management review for insurance (attach memorandum from Risk Management) ❑X Insurance certificate and/or policy (attach original) ❑ Response to legal or Risk Management concerns (explain, in writing, how concerns have been met) ❑ Performance bond and verification memo from staff (for Public Works contracts only) ❑ Federal excluded parties list verification (Website: www.epls.gov, attach printout of search results) ❑X City business license number: 006187 Check EDEN or ask Finance Department. ❑X Accounts payable W-9 vendor form (obtain if not already on file with Finance Dept.) Submitted contracts are signed by contractor: ❑X Yes ❑ No If not, provide explanation below. Fiscal Impact: ❑X Expenditure or ❑ Revenue Amount Budgeted: Amount: $ 47,628.84 (line item; see below*): $ 150,000 Prior Council approval via agenda bill process required if: (see policies 250-02 and 800-12) ❑ Contract or addendum is $20,000 or over (non -Public Works) or $30,000 or over (Public Works). ❑ * Contract expenditure amount exceeds budgeted amount; fund transfer needed. ❑ Addendum is for the second and additional time extensions. ❑ Interlocal Agreement (most Interlocal Agreements require Resolutions) Date of Council Approval: Resolution Number: Contractor determined via: ❑ Phone Bid/Written Quote ❑ CFB Ad (if applicable) (if applicable) ❑X Consultant Roster RFP/SOQ Ad ❑ Application ❑ Sole Source <ey words for City Clerk's electronic card file: Revised 07/23/2008 RH2 ENGINEERING, INC. 300 Simon Street SE, Suite 5 East Wenatchee, WA 98802 ENGNE_ L A'N N E A,S P - (509) 886-2900 or (800) 720-8052 SCIENTISTS Fax: (509) 886-2313 TO: City of Renton 1055 S Grady Way, 5th Floor Renton, WA 98057 Sent Via: US Mail WE ARE SENDING YOU THE FOLLOWING: Letter of Transmittal DATE: 4/22/2013 1JOB NO.: REN S40 ATTENTION: Mr. Dave Christensen RE: Mill Avenue S. Manhole and Lift Station Fall Restraint RECEIVED APR 2 4 2013 X Attached - I ve nGIV I VIN Under Separate Cover via: UTILITY SYSTEMS Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Submittals COPIES DATE NO. DESCRIPTION 2 Ea Original Engineering Annual Consultant Agreement for Mill Avenue S. Manhole and Lift Station Fall Restraint — Signed by RH2 — Randy L. Asplund 1 Ea ACORD — Certificate of Liability Insurance Forms L I THESE ARE TRANSMITTED AS CHECKED BELOW: For approval Approved as submitted Resubmit copies for approval For your use Approved as noted Submit _ copies for distribution As requested Returned for corrections Return _ corrected prints For your information X Signature For review and comment -T] For bids due: Prints returned after loan to us REMARKS: Please sign both Original copies of the Engineering Annual Consultant Agreement return ONE copy to RH2 Engineering, Inc., and retain ONE copy for your files. Thank you. I COPY TO: I File/cc I SIGNED: I Randy L. Asplund, P.E. I EXT. 15366 1 04/22/13 1120 AM Z:\Bothell\Data\PEN\S40\'-)013 Deep Manhole Access Improvements\Trans to DChristensen re PSA_2013 LS Improvements_04-22-2013.docx EXHIBIT A Scope of Work z City of Renton Avenue S. Manhole and Lift Station Fall Restraint Improvements for Below -grade Structures April 2013 Background The Cite of Renton (City) has requested RH2 Enginee ' Inc., (RH2) t6'-prepare plans and specifications necessary to detail improvements needed a wastewater lift stations, the lift stations need fall restraint systems added at the entry points to their below -grade structures. The :project also involves improving access and safety to a deep manhole structure located on n Avenue south. The deep manhole involves adding a ventilation system and a safer method -fore ertng the manhole for I. required maintenance. The lift stations included as part of this project are as follows. JAALLA�/ 1. Baxter s 2. Cottonwood 3. Denny's 4. Devil's Elbow w�. r� 6. East Valley 7. Falcon Ridge 8. Kensington Crest J _F ,_ XI/_ L�J � 9. Lake Washingto nBeach i�V 7 � (/�7�-'— 10. Lake Washington Flush,:' 11. Lake Was -hi ngtonAN8: 2 12. Lon 1= ,-Oak6§dale (Surface Water) 14). Rainier (Surface Water) '7 15. Shy,(,: reek 16. Stonegate 17. Talbot Crest 18. Wedgewood 19. Westview 4/16/2013 9:18:01 AM "/_:\Bothe11\Data\REN\S40\2013 Deep Manhole Access lmprovements\PSA_SOW Ren2013 LS lmprovements.docx Cof Renton r kLU,M Avenue S. Manhole and Lift Station Fall Restraint Exhibit A II I provements for Below -grade Structures Scope of Work Task 1— Visit Each Lift Station and the *in Avenue S. Deep Manhole Objective: Visit each lift station and the 1N�Avenue S. deep manhole with City maintenance crew to identitl- the required improvements. V� FLU Approach: 1 1.1 Photograph each lift station to document existing access system to underground vault. 1.2 Document dimensions and special considerations for each entry point at each lift station. 1.3 Evaluate a workable solution for each lift station while at the site. 1.4 Photograph the deep manhole facility to document existing conditions and project details. 1.5 Document dimensions and design aspects for achieving improved access and ventilation at the deep manhole. Review options for power supply and equipment installation. 1.6 Discuss the planned improvements with the City project manager�before rrrioving to Task 2. k - , r- Assumptions: It is assumed that survq, information will not he used RH2,intend! to show the locations of the improvements using digital photographs on the construction plans. ' Provided by City: Provide access to each lift station and the" deep'rrianhole during the site visits. Assist ,,; s _ s RH2 with measurement verifications. Task 2 — Prepare Preliminary Construction Plans and Details Objective: Prepare preliminary construction plan and"'details for each lift station and the deep -manhole. Some details will be common to several of the"lift stations. Approach: , 2.1 Prepare preliminary plans and _.suffrcient details to identify the work required at each lift station to add the fall restraint systems. ,Each lift station plan will have a site photo to demonstrate where the fall restraint system is tobe installed with reference to a detail. 2.2 Prepare preliminary plans 'arid details to identify the work required at the deep manhole to improve the access and ventilation. 2.3 Prepare a corer sheet,and general construction notes for the project. 2.4 Prepare a vicinity map that identifies the location of each of the lift stations included in this .. project and the4eep manhole. 2.5= Prepare a preliminary set of color construction plans (11-inch by 17-inch) in PDF format for City review. The preliminary plan set will be delivered to the City by email or on RH2's file sharing website. 2.6 Prepare a preliminary construction cost estimate for the City's review. 2.7 Meet with the City to review and discuss comments for the preliminary plan set before moving to Task 3. Document meeting minutes and distribute to group. Assumptions: It is assumed that retractable steelpoles with stainless steel chairs will work as a fall restraint gstem in most cases with minor modifications for some as necessary. 2 4/16/13 9:18 AM ZABothe11\Data\RF.,N\S40\2013 Deep Manhole Access Improvements\PSA_SO\\"_Ren_2013 LS Improvements.do- City of Renton �t�,,oLm Avenue S. Manhole and Lift Station Fall Restraint Exhibit A I provements for Below -grade Structures Scope of Work RH2 Deliverables: • One (1) electronic copy of the color plan set for City review. • One (1) electronic copy of the preliminary engineer's cost estimate. Task 3 — Technical Specifications Objective: Develop project specifications to accompany the construction plans. Approach: 3.1 Prepare technical specifications for specified equipment, materials, and construction tasks using RH2 technical specifications tailored for this project. 3.2 Coordinate with the City to update the standard specifications and,general conditions as warranted for this project. 3.3 Prepare review documents and address City comments. The review.,documents will be delivered by email in electronic format unless requested otherwise by the °City%: Assumptions: RH2 will review the specification comments from the t�t CiQaf`fhe..meeting scheduled under Task 2 to :E review the preliminag plans. Provided by City: • Standard specifications and general conditions forreview"xviih project. RH2 Deliverables: • One (1) electronic copy of preliminaryspecifications, to be provided at preliminary plan review. Task 4 — Prepare Final Plans and Specifications Objective: Prepare final plans and specifications for bidding the proposed improvements. Approach: 4.1 Prepare final plans and,.,specifications for competitive bidding of the proposed project improvements based on te,City's review comments. Provide an electronic color bid set of the plans for final approvalby the City before the plans are made available for bidders. RH2 will address final -review comments from the City. 42 Perform.. -an in-house quality control review of the plans and specifications prior to the 90=percent ~complete submittal. Incorporate the review comments into the final plans and specifications. 4.3 z 'Prepare bid quantities and an engineer's construction cost estimate based on the final plans. Develop schedule of prices and payment requirements. RH2 Deliverables: • One (1) electronic copy of the color plan set for final review. • One (1) electronic copy of the technical specifications. • One (1) electronic copy of the final engineer's cost estimate. • Schedule of prices and payment requirements. 3 4/16/ 13 9:18 ANI Z:\Bothe11\Data\RF_N\S40\2013 Deep Manhole Access Improvements\PSA_SO\\'_Ren 2013 IS Imrovements.docx 4Ci of Renton n Avenue S. Manhole and Lift Station Fall Restraint Exhibit A V I provements for Below -grade Structures Scope of Work Task 5 — Services During Bidding and Award Objective: Provide engineering services during the bidding phase of the project to'assist with securing a qualified contractor to construct the project. Approach: 5.1 Prepare bid advertisement and coordinate the timing and placement of the bid advertisement with the City. The City will submit the advertisement to the appropriate publications. 5.2 Produce one (1) electronic set and four (4) hard copy color sets of plans".and technical specifications: one (1) set for City use and bidding purposes; and three (3) sets for-RH2 files and staff use during bidding. Plan sheets will be provided on 11-inch by 17-inch: sheets. The City will produce bid document sets as needed for the purpose of the project. >" ... a .....E 5.3 Respond to questions from bidders and revise construction plans; "technical specifications, or construction contract conditions during the bidding process if-needed.R� This may include the preparation and issuance of up to two (2) addenda. 5.4 Assist the City with the evaluation of the qualifications and references for the apparent low bidder. Prepare recommendation of bid award letter: It is assumed the City will handle bid award and construction contract execution. 5.5 Prepare construction plan sets and specifications _,for pre -construction meeting. Produce PDF version of documents. Provided by City - • Management of the Builder's Exchange, online bidding process. • Distribution of bid documents and maintenance of the planholder's list, if applicable. • Bid opening attendance and tabulation of received bids. • Issuance of adden'j ja, if any, to` all bid document holders. RH2 Deliverables • Bid plan sets lone (1) electronic set, and one (1) hard copy. • Phone assistance to'vendors and bidders during the bidding phase. • Reference check of lowest bidder. • Preparati6h.6f recommendation of bid award letter. Three (3) full-size and three (3) half-size plan sets for construction. •` • `-PDF file of construction plans for City use. Task 6 —Services During Construction Objective: Assist the City during construction of the improvements. It is RH2's understanding and assumption that the City will perform the day-to-day construction administration; RH2 will provide only the following services during construction. Approach: 6.1 Prepare agenda for and attend the pre -construction conference. 4 4/16/13 9:18 AAl ZABorhe11\Data\REN\S40\201 i Deep Manhole Access Improvements\PSA_SO\\'_Ren_201 i US Impmvements.don ' City of Renton pt l/M n Avenue S. Manhole and Lift Station Fall Restraint I provements for Below -grade Structures Exhibit A Scope of Work 62 Respond, in writing, to Requests for Information. Correspond via email and written letters with the City and contractor to document construction issues as necessary. It is anticipated that two (2) hours per week will be required for this subtask. 6.3 Change Orders Process — Review and prepare change orders, if necessary. Deliver to City for processing. 6.4 Receive and review project submittals and maintain a submittal list. 6.5 Conduct periodic site visits to determine the progress and quality of the work and to check that the project is being completed in general conformance with the project documents. Attend periodic progress meeting with the City staff and contractor at City Hall. };Prepare inspection reports for RH2 inspection visits. RH2 will not make exhaustive or. .continuous on -site inspections, but will visit the site during construction operations for,=approximately four (4) hours per week for a total of ten (10) weeks. Following the visits, RH2 will inform;the City of the progress of the work and may recommend rejection of the work if ir4ails to conform to the project documents. 6.6 Review project progress pay estimate submittals from the contractor. Prepare progress payments using standard City format. 6.7 Assist the City with testing and startup of the ventilation system for the deep manhole project. 6.8 Assist with preparing the project punchlist and attend the final project walk-through inspection with the City and the contractor. r A 6.9 Revise plans with as -built information received frorr'the Contractor and the City. Provide one (1) hard copy (11-inch by 7-inch), one (1) Aard,copy of full-size Mylars (black and white), and one (1) electronic copy each of PDF4hd AutOGAD formats to the City. Compile final project documentation and deliver to City., J Documents will include inspection reports, digital photos, and other documents des6gibed in this Scope of Work. Assumptions: x • RH2 is not responsiblefor site sirfey or any contractors failure to perform its work in accordance with the contract docuntents, .nor is RH2 responsible for directing the contractor in the contractor's work or ensuring proper construction to hniques.' ;s • The 00t tvi11 manage and execette the construction phase of the project. • The City`: will provide f tll--time inspection ditring construction. RH2 Deliverables: a Submittal review documentation. >! Change order documentation. Punchlist. • As -built records: 0 one (1) 11-inch by 17-inch color set 0 one (1) full-size Mylar (black and white) set 0 one (1) electronic PDF set 0 one (1) set of AutoCAD files • Inspection reports. 5 4/16/13 9:19 ANI 7_:\Borhe11\Data\REN\S40\2013 Deep Manhole Access Improcemcnts\PSA_SOIC'_Ren_2013 IS Improeements.does City of Renton VX L " Avenue S. Manhole and Lift Station Fall Restraint tProvements for Below -grade Structures e Digital photos. Exhibit A Scope of Work 6 4/16/13 9: 18 AM Z:\BocheII\Data\R_EN\S40\2013 Deep Manhole Access Improvements\13SA—SO\X'—Ren-2013 IS Improvements.do- Exhibit B: Time Schedule of Completion City of Renton rnlL4/11�in Ave S. Manhole and Lift Station Fall Restraint Improvements for Below -Grade Structures Task Completion Task 1 — Visit Each Lift Station and the Main Ave S. Deep -Manhole June 30, 2013 Task 2 — Prepare Preliminary Construction Plans and Details July 31, 2013 Task 3 — Technical Specifications July 31, 2013 Task 4 — Prepare Final Plans and Specifications September 30, 2013 Task 5 — Services During Bidding Unknown Task 6 — Services During Construction Unknown CONTRACT COMPLETION DATE: December 31, 2014 2/7/2012 4:45 P\I Z:\Bothell\Data\REN\S40\2013 Deep Manhole Access Improvements\Exhibit B - Completion Schedule.docx =2013 HC CLASSIFICATION Professional IX $109.73 Professional Vill --- _ - $76.58 Professional VII - -- $70.27 Professional VI $65.65 �Mt¢ Professional V $56.58 - - - Professional IV $43.90 Professional 111 -------------- $38.70 --------- Professional II - -----$35_88 a _a Professional I $29.15 .0a * . . f In-house copies (each) _ 8.5' X I I" ---------------- In-house copies (each) 8.5 X_ 14° In-house copies (each) I I' X IT, In-house copies (color) (each) 8.5" X II" r€ - In-house copies(color)(each) 8.5" X_ 14" In-house copies (color) (each) l 1 X 17'_ _Lk FES t.. .-per CL�ASSWICATION Technician IV $0.00 Technician III Technician II $27.46 Technician 1 $27.17 ---- - ------ ---- -- -- - - - 4 Administrative V $41.93 Administrative IV Administrative III $25.65 Administrative II -------------- $19.36 ------- ---------- Administrative 1 $16.30 _ IN-HOUSE SERVICES $0.09 CAD Plots $0_14 CAD Plots $0.20 CAD Plots $0_90 CAD System $1.20 GIS System $2.00 Technology Charge Mileage CHA. ,R tes hs d here are adjusted annually T current sched ;ac otnphshedshall be based on the fio u y atesant G �f Large $25 00 Full Size— — — — — $10.00 Half Size _ $2.50 Per Hour-- — $27_50 Per Hour _ _ _ $27.50 — 2 5% of Direct Labor EXHIBIT C-2 - PRELIMINARY City of Renton Main Ave S. Manhole and L81 Station Fall Restraint Improvements for Below -grade Structures Staft Stan Description Tatal I Total Labor I Subconsltant I Total Ezlsense I 'Total Cost Hours ��-�- he .1 1, facility Task 2 Pre are Preliminary Constmetion Plans and Delads 2.1 2.2 Prc are reGm'na ions and tleta is for oath till station silt Pre are retimina Wns and tletails for tlee rocct manhole t ........................_.....?................'_._......................._..e_.............................__.................._...........4............._.._...........20..............;.................._.........._... ----- 20 - 29 33 $ 1,034 E 1249 $ - $ - $ 643 $ 686 $ 1,678 E 1.936 2.3 Pro are Cover sneer and eneral construction notes for Ino ro'ect _ _ _ _ __ -1 2 i [ - 6 - 9 $ 358 E - $ 181 $ 540 2.4 Pre era vicin ma P aY P ...... ...... ........._1...._..... ........ ... .... ............'_......... ...... ....... ......t .... ...... ...... ..........4.......... ....... :.. ... ....... ....... 6' - $ 243 $ - E 124 $ 367 2.5 2.6 Prepare a pre4m nary plan sel for Q y rev ew Prepareaprelm nary constructer Cosl eslmal� 1 1 1 .,.... 2 --- 2 14-- -- 1 .... .... - 5 8 $ 211 $ 336 E - _$' - _$ 120 $ 146 $ 331 $ 482 2.7 Meet win ire Cl to revewlhe reYm na lens ,..... 4) - 1 5 $ 307 $ - $ 35 $ 342 Subtotal i 10 i 18 4 5 56 2 95 S 3739 $ - $ 1,936 $ 5,675 Subtotal Tasks 3 24 96 14 30 146 26 339 1 S 13,988 1 $ $ 4,085 i 18,074 Direct Salary Cost (DSC) 3 24 96 14 30 146 26 339 $ $ 4,085 i s ";:;. OVERHEAD (OH Cost including Salary Additives) OX Fate OH Rate x DSC 177.93% FIXED FEE (FF) FF Rale FF Rate x (DSCaOH) 12.00% E-`4,685a9. SUBCONSULTANT TOTAL REIMBURSIBLES TOTAL TOTAL $4isaeea EXHIBIT C-3 SUMMARY OF FEE FOR ENGINEERING SERVICES BREAKDOWN OF OVERHEAD COST Direct Labor Base Total Direct Labor Overhead: G&A Overhead Indirect Labor .................... Bonus .................... Travel .................... Office Rent .................... Supplies, Printing, Postage, Misc. .................... Equipment Support .................... Telecommunications .................... Legal/Acctg/Computer Consultant .................... Professional Development .................... Dues & Subscriptions .................... B&O/Property/Excise Taxes .................... General Insurance .................... Business Planning and Recruiting .................... In-house cost reimbursed .................... Total G&A Overhead TOTAL SUMMARY OF COSTS 100.00% 50.18% 127.76% 177.93% 13.59% 0.95 % 19.52% 10.94% 5.44% 0.57% -0.83% 75.99% 12.11% 2.43 % 20.77% 3.43% 7.85 % 5.10% 1.12% 0.78 % 0.78% 6.69% 3.85% 1.30% -14.41% Project No. Enter City Project Number here and remove highlight Name of Project: Main Avenue S. Manhole and Lift Station all Restraint Improvements for Below -grade Structures Direct Salary Cost (DSC) $ 13.988.350 .............................................................................................................................................................................................................................................. Overhead Cost (including payroll additives 177.93% $ 24,889.891 .......................................................................................................................................... Sub Total $ 38.878.241 Net Fee 12.00% $ 4,665.389 ................................................................................................................................................................................................................. Direct Non -Salary Costs: a. Travel and per diem $ ...........eproduction.....................expenses............................................................. b. RS ............................................................................................. c. Computer expense S .......................................................................... d. Outside consultants $ ............................................................................................. e. Other (specify) Reimbursables S 4,085.21 ............................................................................................. Total S 4,085.21 Sub Total $ 43,543.630 GRAND TOTAL $ 47,628.838 —T2aTatr.��a D. Make the pre -entry certification available to each entrant before entry. E. Before an employee enters the confined space, test the internal atmosphere with a calibrated, direct -reading instrument for all the following, in this order: oxygen content, flammables and toxins. If gases are found or an oxygen deficiency exists, the following procedures should be implemented: 1. Ventilate continuously until atmosphere is brought to normal limits of 19.5% to 23.5% oxygen, less than 10% of the LEL, less than 20ppm Carbon Monoxide, and less than 5ppm Hydrogen Sulfide. Once you demonstrate atmosphere is at acceptable levels you may enter under alternate entry. The attendant will continue to monitor during entry. Gas and oxygen testing shall be performed continuously, no matter how "clean" the confined space seems to be. 2. If ventilation does not eliminate the hazards and at any time the concentrations exceed 10% of the lower explosive limit, cease operations. Close the confined space and advise the supervisor. You have now determined that a permit and permit -entry procedures are required for entry into this space. Blowers should be located so there are no unnecessary bends in the hose. One 90-degree bend reduces the blower capacity to 70% of rated capacity. Two bends of 90-degrees reduces capacity to 50% or by half. Blowers shall be located so they will not pick up exhaust gases or fuel vapors (e.g. gasoline, propane, etc.) from vehicles, heaters, furnaces, or the blower engine. The blowers should operate for one minute, to flush out the hose, prior to placing it in the confined space. 3. The entry supervisor or attendant will provide entrants, or their authorized representatives, with an opportunity to observe the pre -entry and periodic testing. Make sure the atmosphere within the space is not hazardous when entrants are present. Use continuous forced air ventilation, as follows: • Wait until the forced air ventilation has removed any hazardous atmosphere before allowing entrants into the space. • Direct forced air ventilation toward the immediate areas where employees are, or will be, and continue ventilation until all employees have left the space. Provide the air supply from a clean source and make sure it does not increase hazards in the space. 4. Test the atmosphere within the space continuously to make sure hazards to not accumulate. 5. If a hazardous atmosphere is detected during entry, we will do all of the following: • Evacuate employees from the space immediately, • Evaluate the space to determine how the hazardous atmosphere developed. • Implement measures to protect employees from the hazardous atmosphere before continuing the entry operation. • Verify the space is safe for entry before continuing the entry operation. p. 18 of 79 Last Updated 10 4 2012'^�'�i 4/24/1996 - OSHA's Permit -required Confined Spaces Standard. Page 2 of comply with the above referenced standard. The conflict is best discussed by the diagram below which has been excerpted from an application guide by a maker of exhaust (i.e. "suction") blowers for sewer manhole use. (The designation of sewer manhole "A", and sewer manhole "B" have been added to clarify the question to be resolved.) 2 (For image, Click Here) An attendee vigorously maintained that the operation of an exhaust ("suction") blower snugly inserted in the manhole opening "B" constituted CFR 1910.146(c) (5)(ii) ventilation requirements for the entrant performing tasks in manhole "A". The individual offered no technical discussion of blower capacity, distance between "A" and "B", diameter of the main sewer pipe, nor of additional sewer laterals which might emanate from manholes "A" or "B". Furthermore, the sewer system in their scenario is open and continuous - it has not been blocked or plugged in any way!! The opposing opinions held that exhaust ventilation performed in the manner shown in above diagram did not comply with the spirit or the literal requirements of the "Alternate Procedure" for the reasons listed below: 1. The preamble to CFR 1910.146 clearly ascribes the justification for the inclusion in the standard of the "Alternate Procedure" to the telecommunication industry practice of continuously venting below ground vaults with a forced air blower. A review of ventilation policies and practices of that industry clearly shows the use of a positive pressure (forced air) ventilation blower which directs the cleanest available outside air through flexible ribbed hoses to the work area of the entrant (usually in the lower region of the telecommunication vault). Exhaust or suction ventilation is not the common practice of the telecommunication industry. 2. Section (c)(5)(ii)(E) requires "continuous forced air ventilation" for compliance with the "Alternate Procedure." The phrase "forced air ventilation" is synonymous with "positive pressure" blowers but did not appear to the opposing view to condone vacuum or "suction" ventilation (which is, of course, "negative pressure"). 3. Section (c)(5)(ii)(E)(2) requires the "forced air ventilation"... to be "so directed as to ventilate the immediate area where an employed is in the space." It is well-known from ventilation principles that vacuum or negative pressure can not "direct' air movement. By contrast, "forced air" (positive pressure) may be directed a distance up to 30 times the diameter of the air delivery hose. 4. Section (c)(5)(ii)(E)(3) requires that the "forced air ventilation" be "from a clean source and may not increase the hazards in the space." Since the scenario under discussion is a continuous unplugged live sewer system, the opposing view held that vacuum, (exhaust or negative pressure) was potentially dangerous in a sewer system since some contaminants (not "clean" air) could also be drawn into the lower levels of manhole "A" where the entrant is located. To summarize, the question asked of OSHA is simply: When unattended sewer entry work proceeds in compliance with the "Alternate Procedure" of CFR 1910.146, can there be an exhaust (suction) ventilator in a connected (but unoccupied) manhole "B", or must there be a positive pressure (forced air) blower located immediately outside the permit space "A" blowing clean air through a hose to the immediate work area of the entrant inside space "A"? Clearly, many thousands of American workers in both the public and private sector enter and perform tasks in sanitary sewer manholes each day. These spaces could present life -threatening atmospheric hazards if the "Alternate Procedure" ventilation methodology is improper or inadequate. A prompt response to the issues raised in this letter is respectfully requested for the benefit of employers, employees, state and federal compliance officers and the health and safety professional community in general. In closing it should be noted that many safety conscious American employers have duly noted the more expedient and cost effective aspects of the "Alternate Procedure" section of the standard - fewer people, less equipment, shorter time, thus lower cost as compared to full -permit entry. In addition, these employers, may also have noted that Appendix "C" (Example #IA) gives OSHA endorsement to sewer manhole entry without permit and without attendant provided such "Alternate Procedure" requirements as air testing performed "pre -entry and periodically thereafter", continuous "mechanical ventilation" and "certification" of safe conditions by the entry supervisor are performed. A clarification from OSHA of proper ventilation methodology in sewer environments to be entered under the "Alternate Procedure" is, in my opinion, urgently needed by all parties. Respectfully Submitted, Verne R. Brown, PhD Chairman, Michigan Department of Labor Confined Space Advisory Committee Member, AIHA Confined Space Committee Advisor, State of Michigan Construction Safety Standard Commission © Standard Interpretations - Table of Contents Freedom of Information Act I Privacy & Security Statement I Disclaimers I Important Web Site Notices I International I Contact Us U.S. Department of Labor I Occupational Safety & Health Administration 1 200 Constitution Ave., NW, Washington, DC 20210 Telephone: 800-321-OSHA (6742) 1 TTY www.OSHA.gov https://www.osha.gov/pls/oshaweb/owadisp.show_document?p_table=INTERPRETATIONS&p_id=22152 02/03/2015 04/24/1996 - OSHA's Permit -required Confined Spaces Standard. r US Dept of Labor Page 1 of 2 Search I A to Z Index I En Espanol I Contact Us I FAQs I About OSHA OSHA C' SHAPE Fl �� • Newsletter RSS Feeds Was this page helpful? Occupational Safety & Health Administration We Can Help What's New I Offices 3SHA Home Workers Regulations Enforcement Data & Statistics Training Publications Newsroom Small Business Anti -Retaliation O Standard Interpretations - Table of Contents • Standard Number: 1910.146 April 24, 1996 Mr. Verne R. Brown c/o ENMET Corporation P.O. Box 979 Ann Arbor, MI 48106-0979 Dear Mr. Brown: This is in response to your letter of December 12, 1995, in which you requested a clarification of 29 CFR 1910.146, the Occupational Safety and Health Administration's (OSHA's) Permit -required Confined Spaces (PRCS) standard. Specifically, your request focuses on whether a down -stream blower, ventilating the workplace by negative pressure, is permitted for sewer manhole entries under the alternate entry procedures of paragraph (c)(5) of the standard. Please accept our apology for the delay in this response. The Agency's position is that the required continuous forced air ventilation specified in paragraph (c)(5)(i)(B) means a delivery system or device that provides positive pressure for the space where the employees are working. A negative pressure application as indicated in the sketch provided is not acceptable. In response to your closing comments about the alternate entry procedures, there can be substantial employer benefits in applying the alternate entry procedures of (c)(5). However, to obtain these benefits, all the aspects of paragraph (c)(5) must be complied with to assure an employees safety. The demonstration burdens of (c)(5)(i)(A) and (c)(5)(i)(B), from a compliance perspective, are significant. The first required demonstration by the employer is that the only hazards posed by the space are actual or potential atmospheric hazards. This means that the space must not have the potential for engulfment or any other serious safety or health hazard. The second required demonstration is documentation that the forced air ventilation being used is sufficient to maintain the space "safe for entry." In the preamble discussion of (c)(5)(i)(B), OSHA provided guidance to the regulated community as to the concentration level (up to 50% of the level that would constitute a hazardous atmosphere considered "safe for entry"). Appendix D (pages D-4 and D-5) of the compliance directive "OSHA Instruction CPL 2.100" discusses the employer's demonstration burden to ensure that a space is "safe for entry." If you have further questions on this response please contact [the Office of General Industry Compliance Assistance at (202) 693-1850]. Sincerely, John B. Miles, Jr., Director Directorate of Compliance Programs December 12, 1995 H. Berrien Zettler Deputy Director Directorate of Compliance Programs Occupational Health and Safety Administration 200 Constitution Avenue Washington, DC 20210 Dear Mr. Zettler, The purpose of this communication is to request a clarification by OSHA as to the appropriate ventilation methodology which should be implemented when an employer elects to use the "Alternate Procedure" included in sections (c)(5)(i) and (c)(5)(ii) of CFR 1910.146, the Permit -Required Confined Spaces safety standard. https://www.osha.gov/pls/oshaweb/owadisp.show_document`?p_table=INTERPRETATIONS&p_id=22152 02/03/2015 Confined Space Safe Operating Plan and Permit — PRV Vaults Confined Space Classification: Permit -Required Confined Space Description: Location: Routine Maintenance Activities: Inspectionlrepairlcleaning -This SOP/Permit must be submitted and kept for at least one year*** NOTE: If any deviations from or revisions to this SOP need to be made, you must contact the City of Renton Risk Management Department for approval rp for to such revisions. 1. Confined Space Criteria- Does This Space Have All of the Following: • Limited access/egress Yes • Not made for continuous human occupancy: Yes • Large enough to bodily enter and perform work: Yes 2. Purpose for Entry: Inspection/repairs/cleaning 3. Known Confined Space Hazardous Conditions: • Atmospheric: Possible Oxygen deficiency from oxidation • Hazardous Materials Use: NIA • Residual Materials: NIA • Physical Hazards: Remote risk of engulfment in event of pipe or valve failure inside vault and possible electrical hazards if power is in vault. Follow all lock -out/ tag -out procedures to de -energize potential dangers • Configuration Hazards: N/A Note: This SOP was prepared for routine entries only. This SOP does not apply to work activities which may generate hazardous atmospheres. If "hot work' (welding, torch cutting, grinding) or if hazardous materials are used, additional atmospheric hazards may be generated and additional precautions may be required. The City of Renton Risk Management Department and site must be contacted prior to any non -routine entries under these conditions. 4. Conditioning and Isolating the Space: (Acceptable Entry Conditions if Applicable) • Lockout/Tag out energy sources: If pump to be disassembled, follow separate lockoudtag-out procedures. including closing, locking out and tagging out main line water valves and by-pass valves. double block and bleed feeder lines • Inserting/Purging:(N/A) • Wash and flush space: (N/A) • Barricade access points: Hatches will be blocked by rails Atmospheric testing: (Alarm Settings) %02 must be > 19.5% but < 23.5%; % LEL must be < 10%; CO must be < 20ppm; H25 must be < 5ppm — Continuous monitoring required with monitor from outside space (operated by attendant or supervisor) with hose extension into space • Ventilate prior to entry. Constant flow of breathable air (at least 5x/hour ventilation rate with blower) Retrieval system has horizontal and stable surface around opening for firm footing • Visually inspect all equipment for damage or function ability • Visually inspect the entrance for hazards, size and ease of retrieval 5. Required Equipment: Personal Protective Equipment PPE Entry Equipment Clothing: long sleeves and long pants Air Monitoring Equipment: MSA Passport or equivalent multi - as detector Head Protection: Hard Hat Communication Equipment Vocal Eye Protection: Safety Glasses or Goggles Rescue Equipment: Davit retrievals stem Hearing Protection: Ear Plugs as needed Ventilation. Blower continuous Hand Protection: Gloves as needed Lock o t/tag out. clearance Foot Protection Safety boots with rubber pull over boots Lighting. ortable lighting as needed 6. Impact on Other Operations: None 7. Date and Time of Entry: 8. Other Permits needed: 9. SOP Prepared By: _ p. 36 of 79 Last Updated 10 4 201210� Gas and Vapor Detection Instruments for Industrial Health and Safety Applications = 680 Fairfield Court, P.O. Box 979, Ann Arbor, MI 48106-0979, Phone: 734-761-1270 Fax: 734-761-3220 E/I Pal /lET www.enmet.com info@enmet.com CORPOR47701V Confined Spaces: Blowing It Out Like to change the atmosphere in your workplace? Many people would, especially if they're working in a confined space. By Tim Morrison Ventilation can be simply defined as the process of continuously moving fresh air into an area. This process is the best way to control most atmospheric hazards found in a confined space. Effective ventilation systems can provide a method of maintaining a breathable atmosphere within the space by achieving a reduction in the level of atmospheric contaminates (gases, vapours, mists, fumes and dust) within the space; and by heating or cooling air in the space to make the temperature comfortable to work in. There are essentially three methods of ventilation: the natural method; mechanical supply; and mechanical exhausting. Choosing the best method will depend on the size and configuration of the space, the work being performed, how many people are inside the space working, and the nature of contaminates and hazards to be managed. In addition, a building's own ventilation system may also impact the process. Natural ventilation Natural ventilation occurs when the space is opened and the natural air currents cause air flow into, through and out of the space. These currents develop because of thermal conduction within the space; heavier or lighter gases within the space; or a variance between the inside and outside atmospheric pressures. Natural ventilation is quiet, requires no power source, doesn't cost money to operate, will not cause ignition of combustible gases or vapours, and is maintenance free. This method is highly unpredictable (as to what part of the space is ventilated) and very inefficient (in regard to consistency of contaminate dilution throughout the space). In addition, its passive nature makes this practice difficult to adjust to changes in the conditions in the space. Supply ventilation Supplied ventilation is the process of moving fresh air into the space and forcing the contaminated air in the space out to dilute the atmospheric contaminates. Depending on the legislation, supplying fresh air equivalent of up to 20 air changes per hour, or ACH, is required to achieve adequate dilution of contaminates. Supply ventilation is very effective in managing atmospheric hazards. Forcing air into the confined space creates turbulence that will ventilate a greater area and increases air pressure and that will help to eliminate the chance of gas seeping back into the confined space through crevices or ducts. As well, blowing air into the confined space reduces the chance of flammable gases being drawn across the ventilator motor, particularly in the case of an axial ventilator where the motor lies directly in the air path. Disadvantages of supply ventilation include the fan noise, stirring up dust, and during cold weather, the supplied air will lower the temperature within the confined space. However, most of these drawbacks can be controlled with accessories (such as heating units) that are available. Exhaust ventilation Exhaust ventilation pulls air (and contaminates) out of the space and decreases air pressure causing fresh air to be drawn into the tank through any available opening. Exhaust systems operate best when the air intake is positioned close to a very localized work area to carry away any contaminate that is generated before it can spread throughout the space. It can also work in dusty areas where supply ventilation could stir up the dust and cause eye injuries or disrupt the work in progress. However for most applications, general area exhaust systems are not recommended. For instance, it is difficult for exhaust systems to create sufficient air movement to cause all the air in the space to move around and dilute the contaminates to acceptable levels. Supply ventilation can force air into the space up to 30 times the distance that an exhaust system can effectively draw it out. Other disadvantages to exhausting systems include fan noise, stirring up dust, and drawing in cold atmospheric air. Much has been written about ventilation systems by various organizations, most notably the American Conference of Governmental Industrial Hygienists (ACGIH). However with the many variables in confined space work, there is only limited information on confined space ventilation practices. Most information on confined space ventilation theory is based on industrial hygiene theory combined with empirical data developed by Bell Telephone Laboratories in the early 1970's. Their study looked at how to get smoke out of a standard below ground telephone vault. They found success at clearing the vault required the hose and fan to be in a set position with a fan and air flow large enough to supply seven times the volume of air in the space per hour. The researchers do caution that changing the space or contaminates will alter the outcomes. In the early 1990's, the School of Public Health at the University of Michigan also conducted a study on confined space ventilation. This study looked at a variety of different gases, Page 1 of 2 shapes of spaces and other variables and prescribed 20 air changes per hour. However, no matter what source or standard is the basis for your ventilation procedure, you must use a gas monitor with an appropriate sensor to verify that your ventilation is performing as desired. No matter the method, to achieve any form of reliable ventilation, a mechanical moving device with some form of directional device (usually a duct) must be used. The equipment will create noise, block the entry point and may even create a potential ignition source. But despite the problems, they are a necessary hazard control system. The selection of a specific ventilator should be based on the following factors: • job details such as the atmospheric hazard, the size of the confined space, etc.; • the airflow required ` the volume required at the end of the duct to control the hazards present; and ' the breeze to ensure worker comfort in the space. ' duct friction loss to ensure adequate air volume reaches the end of the duct. ' fan performance details such as fan design, it's weight, sound levels, as well as power supply and demand. Job details: Before any ventilation can be planned, it is important to know the contaminate's density (whether it is heavier or lighter than air) and how fast is it created. In addition how much space is available for the ventilation equipment. Airflow: Airflow is the amount of air delivered at the end of the ventilation hose to create the desired air changes per hour in the space. Breeze: Another instance where air volume is important is the ACGIH "air velocity ranges" for work areas. According.to the ACGIH, work areas air motion should have a specific range of air velocities. For workers who are sitting, the range is 75 to 125 feet per minute (fpm); for standing workers, it's 100 to 200 fpm. Fan performance and design: Ventilators come in a variety of designs. Knowing performance information supplied by the manufacturer such as fan speed, design, and motor drive size can make the selection process easier. The most important factor in determining air volume at the end of the hose is friction.loss, or the amount that the breeze decreases from point A to point B. Friction loss can reduce the airflow by over 50 per cent in a 15-foot length of hose. The manufacturer usually provides friction loss information, however, the unit must be set up according to their instructions to obtain their stated airflows. VENTILATION OPERATION Mechanical ventilation of a space will require a fan that generates enough air flow to achieve 20 air changes per hour, sufficient ducting hose and webbing or rope to position and secure the hose. Supply ventilation 1. Position the fan four to six feet from entry point with the fan intake pointed into the wind. For eight feet from the fan intake, the area should be free from airborne contaminates and loose stones. 2. For vertical spaces, position the hose in approximately 75 per cent of the distance to the bottom of the space, and no more than maximum 15 feet from the work area. Tie a rope approximately 2' from the end of the hose and lower the hose into the space. Raise the end of the hose with the rope to achieve a second bend (inside hose angle between 120 and 150 °) in the hose and secure the rope to keep the bend in place. For horizontal spaces, lay the hose on the floor with the end of the hose within 10 feet of the far wall. 3. Turn the ventilator on before placing the hose into the space and let the unit run for time enough for two complete air changes before performing any gas testing. When testing, ensure the detector is out of the direct ventilation airflow pattern. 4. Ensure there is no "short circuiting" of the air. If the space has a second opening, place the ventilator at the smaller opening to create better air circulation through the space. If the space has only one large opening, place the ventilator on the opposite side farthest from the area where the workers will enter the space. Exhaust ventilation 1. Position the worker three feet from source of contaminate generation point. If the entire space is contaminated and to be cleaned with exhaust ventilation, keep the hose three feet from the worker 2. Position the duct one foot from the contaminate source, and one foot below the worker's breathing zone. 3. Position unit so that the exhaust end of the unit is out of the wind and the exhausted air is not pull back into the space. If the exhaust contaminates are explosive, make sure the air does not come in contact with the fan motor. In addition, the unit should be grounded. 4. If the contaminates being purged are potentially lethal, an area 10 feet in front of all openings should be considered hazardous, barricaded and monitored periodically with the gas detector. In addition, the attendant should wear appropriate respiratory protection. In all cases 1. Ventilation of the confined space should continue while the space is occupied to ensure a safe working environment. Since ventilation can help control heat and humidity and therefore it should be turned on even if the workers inside are using supplied air breathing apparatus. 2. If there is a potentially hazardous environment exhausting from the space near the ventilator, attach a four foot hose to the intake side of the fan to prevent recirculating the polluted air coming from the space. In addition, monitor the area around the entry point with the gas detector and have the attendant wear appropriate respiratory protection. 3. For both supply and exhaust operations involving atmospheres that present a LEL reading on the gas detector, always remove or retract the ventilation hose before the ventilator is turned off. With no velocity pressure in the hose to keep combustible gases out, the gases can come up the hose, across the hot motor and possibly ignite. Tim Morrison is president of Safetyscope Inc. a firm that specializes in "getting people to work in confined spaces". Page 2 of 2 VENTILATION HELPS INSURE SAFE AIR BY GEORGE KENNEDY, NUCA SAFETY DIRECTOR atural ventilation does not always provide a safe environment in confined work areas. Haz- ardous and often deadly gases can collect and build up inside confined or enclosed spaces not designed for human occupancy. Harmful gases enter into spaces or are created by decomposing organic matter. In some cases, there is not enough oxygen to support life due to oxidation (rusting), oxygen displacement, or anaer- obic bacteria. In other cases, high levels of oxygen enter spaces from leaky welding hoses or from chemical oxi- dizers. An oxygen -enriched environment increases the combustibility of combustible materials, including work- ers' clothing and hair. Ventilation helps insure proper oxygen levels and remove toxic, flammable, and noxious atmospheres. Mechanical ventilation also cools the work envi- ronment. Compact and portable air -ventila- tion blowers are ideal for supplying fresh air or, exhausting contaminated air around construction sites. Portable blowers can provide free flow be- tween 600 and 5,000 cu.ft. per minute (cfm). Large air movers can move air at up to 15,000 cfm. BEFORE WORK BEGINS Construction managers and supervi- sors must always assume that a con- fined space or enclosed work area not designed for human occupancy is un- safe to enter until it has been tested with a proper gas monito ven con- fined spaces that test safe should be ven a e or_ at least five minutes be- en o insure a safe atmo- sppeer_e_Always remember that air monitoring is just the first step to en- suring safe entry and that ventilation should never be relied on by itself. In fact, you should conduct air monitor- ing periodically or continuously even when using ventilation equipment. PULLING VS. PUSHING Deciding to supply or exhaust air is not a matter of just setting up a blower and turning it on. Supervisors must understand that blowers push air thirty times farther than they can puffit. erefore, supp ying air and creating a positive pressure in the space' (by blowing) is generally the preferred method. Several different methods can be used to ventilate a space: ♦ General dilution ventilation creates a safe atmosphere by constantly sup- plying fresh air, which maintains oxy- gen levels and dilutes contaminant levels. Contaminated air is pushed out by creating a positive pressure in the space. Limitations of dilution ventila- tion include possible dead air spaces in corners, drains, and other areas where air is not moved; possible inad- equate dilution to ensure a safe atmo- sphere; and chilling caused by large volumes of air blowing into the space. ♦ General exhaust ventilation will re- move contaminated air; however it also creates negative pressure in the space. This method is often misun- derstood, and when done improperly, it can increase rather than lower con- taminants. For example, most ex- hausted air is collected from a dis- tance equal to the diameter of the duct. Adding a baffle can increase the air collection distance, but it is still limited. Air is pulled from the space, creating a negative pressure that can pull contaminated air from connected ,pipes or rains and possibly increase the hazards in the space. * Local exhaust ventilation collects contaminants at their source and ex- hausts them outside the work area. For example, welders in an enclosed space can place a local exhaust venti- lation duct near the work to remove fumes as they are created. OSHA re- quires general mechanical or local ex- haust ventilation when workers are welding or cutting in enclosed spaces. 'Ibis method is limited by the ability to place the ventilation close to the work and no farther away than the di- ameter of the duct. In some situations, general ventilation may be needed at the same time to avoid creating nega- tive pressure in the space or to con- trol other contaminants in the envi- ronment. FINDING THE RIGHT EQUIPMENT There are two basic types of ventila- tion systems: radial -flow and axial -flow configurations. They are powered by gasoline, diesel, propane, compressed air, or electricity, (110-volt AC or 12- volt DC). Ventilator systems are con- structed of aluminum, steel, or high - impact plastic. MICA • f1BR8AR11887 31 When selecting a ventilation sys- tem for a specific job, carefully ana- lyze all the factors at your jobsite. Each system has limitations. For ex- ample, you would want to use a sys- tem that is intrinsically safe (explo- sion proof) in a space that contains a flammable atmosphere. You must determine the volume of space to be ventilated in advance. For cubical spaces, the volume is deter- mined by multiplying length by width by height (V = L x W x H). For cylin- ders, the formula is volume = nRz x L, where n= 3.14, R = radius in feet, L = length or depth in feet. For example, a 10-ft.-deep manhole with a 6-ft. dia. has a volume = 3.14 x 9 x 10 = 282.6 cu.ft. �, �+. ur1a Lcl HOW MANY AIR CHANGES? The volume of air required is based on space size and the number of air changes. At least six air changes per hour should be provided. However, ,tlie-number of air changes required per hour varies depending on local 'and state requirements. For example, San Diego requires a minimum of twenty air changes per hour. (Blow- ers are generally rated in cubic feet per minute, which means you must multiply the rated cfm the blower can provide by sixty minutes to determine the number of cubic feet per hour that can be supplied.) Space size and configuration, the number of required air changes, and the blower's delivery capabilities de- termine the size and number of blow- ers required. Jobs involving large con- fined spaces, such as pipelines, vaults, manholes, and lift stations, may re- quire more than one blower or a blower capable of delivering large quantities of air. One 90-deg. bend can reduce air flow by as much as 50 percent, and two bends will reduce air flow even more. Always refer to manufacturers' specifications to determine air flow ca- pabilities and reductions. Friction causes air flow to decrease as the length of the air duct increases, based on the square of the length of the duct. Some manufacturers say the maximum safe duct length is 25 ft., while others set a limit of 100 ft. Al- ways follow the manufacturer's speci- fications. The size of the duct and the capabilities of the ventilation system will be the deciding factor. Minimum safe duct size is 8 in. When exhausting air from a space, always ensure that enough make-up air is provided. Otherwise, the blower will not operate at its rated capacity. When exhausting air, make sure that the make-up air is not pulled from a contaminated environment into the work area. Pop Quiz: Using the volume of the 10-ft: deep, 6-ft.-dia. manhole above, determine blower size. Assume that local law requires a minimum of ten air changes per hour and that there will be a 60 percent reduction in air flow due to two 90-deg. bends in the duct. Will a blower capable of provid- ing 1,200 cfm with an 8-in. duct be large enough for this job? Answer. If we reduce the volume of air by 60 percent due to the two 90- deg. bends, the volume of air pro- vided by the blower will be 480 cfm. Multiply 480 cfm by 60 minutes, which equals 28,800 cu.ft. per hour. We need a volume of 283 cu.ft. times ten air changes per hour, which equals 2,830 cu.ft. per hour. Provided we block off any pipelines entering into the manhole, we would be well within the required number of air changes. PROPER VENTILATION The mechanics of mechanical ventila- tion vary from space to space. A space's atmosphere is affected by the type of entry; the volume, type, and configuration of the space; location; weather conditions; and contami- nants. Always make sure that the blower intake hose is away from any source of potentially harmful gases or fumes, such as vehicle exhaust pipes. Blow- ers should be placed downwind or to the side of the space's portal to pre- vent engine exhaust from'the ventila- tor power source from entering into the intake or the portal. Use an intake hose, and be sure that it doesn't pull in the contaminated air that is being pushed out of the space. Pockets of contaminated air can collect in the corners of confined spaces. To ensure even distribution of air in the space, place the ventilator hose about halfway up the side wall directed at the wall. This setup circu- lates the air around the space and pushes the contaminated air out the portal. (See diagram on next page). In some situations, large -diameter hoses block the entrance to the space. In these situations, use a sad- dle vent to achieve continuous flow Full Line of Ene w@ Hydraulic Equipment a Microprocesm Controled Lifting Systems Hydraulic to 11,600 psi a Torque Wrenches to 2UN ft. Ibs. WCALMLgoo! Cylersupto 1,000 Tons Each I LittEntire Bridges FOMORE INFORMATION :521.5138; FAX; 301.277.5913 ieD RENTAL TOOLS A EQUIPMENT CO., INC. A-= http://www.rentaltools.com • SHIPMENT WORLDWIDE Circle 216 on reader service card. r8G • fEBRUAR11087 33 Cherne Air-Loc® Vacuum Manhole Tester The most effective and cost efficient answer for manhole construction. ✓ The most accurate test method for inflow/infiltration or exfiltration. ✓ Eliminates the guess work and inaccuracy of visual inspections. ✓ Eliminates the time, expense and difficulty of exfiltration water -loss tests. ✓ Immediately indicates leaks and their specific location, plus post- test verifies any repair. ✓Tests most manholes in 20 minutes or less. The First. The Best. COMPLETE VENTILATION INCOMPLETE VENTILATION CHIMNEY EFFECT isi SAMPLING LW HOSE I l� I} POSSIBLE POSSIBLE GAS I I GAS f \ POCKETS POCKETS Figure t Figure 2 into the space while providing contin- uous access through the manhole without hindering worker movement or flattening the hose. IMPORTANT CONSIOERATIONS Every space is unique, and there are many things to consider before entry begins. Static electricity can build up as air flows through a hose or duct. When discharged in the form of a spark, this buildup can cause a fire or explosion in a flammable environment. Therefore, hoses and blowers should be electri- cally bonded and grounded to dissi- pate any static electricity. Blowers used in environments with flammable or combustible atmospheres must be intrinsically safe and rated for that pur- pose. In spaces where pipe openings cannot be blocked off, such as active sewers, you may have to open man- holes on both sides of the space con- taining workers. This will help pre- vent contaminated air from being pulled into the work space as air is forced into the manhole. If other man- holes are not opened, the turbulence created in the space might pull con- taminated air out of the attached pipelines and into the work space. Worker hypothermia and dehydra- tion must be considered. The air tem- perature in spaces deeper than 4 ft. is generally 50 to 60 degrees. When you move air around workers in the space, wind chill comes into play. Noise generated by the ventila- tion equipment and construction work can be amplified in confined work areas. High noise levels can damage hearing and interfere with communication between entrants and attendants. Hearing protection may be necessary, along with some type of device to improve communi- cation between the workers in the space and the attendant outside the space. ESTABLISH A PLAN Proper mechanical ventilation equip- ment reduces employee exposure to atmospheric hazards. The equipment is simple to set up and easy to use when you understand its limitations. Workers must be trained to use the equipment. Contact the distributor or manufacturer for additional informa- tion and assistance. Like everything else you want done right, you must es- tablish a plan. And remember, a thor- ough plan for ventilation includes air monitoring. ■ MCI O a Circle 159 on reader service card. City of Renton Mill Avenue S. Deep Manhole 113-076 Date : 10/7/2013 Manhole Interior Volume Rim Elev. Floor Elev. Dia m (ft) (cf) Upper MH # S2 8 127.5 73 2739.47 36" casing - 10" gravity sewer 261 1702.55 Lower MH # S3 4.5 43.8 32.7 176.54 Total Interior Volume (CF) 4618.55 Flow Rate (CFM) 1500 Air changes Per hour 19.49 Full Air Exchange time (min) 3.08 Portable 8" Conf. Sp Blower - electric, 1570 CFM http://www.grainger.com/ Cost $2,372 Confined Space Blower Kits $2300-$3300 o7atolm Qvi B. Entering Confined Spaces: 1. Before entering, warning devices, guards, etc., will be installed by the crew to provide adequate protections to workers and the public. The Entry Supervisor and/or Attendant will visually check around the outside of the confined space first, and then carefully remove cover before testing. 2. To remove the cover, lift the lid just enough to insert the testing device to get an accurate test. This should be done in such a way as to avoid sparks. The crew will never use an open flame to thaw ice around a cover. Initial testing of a confined space atmosphere will be done through holes in the confined space cover where possible. The potentially toxic atmosphere will be tested for oxygen and flammability then hydrogen sulfide, or carbon monoxide depending on the space. a. Never strike a seated cover with a steel or iron tool, and exercise care to reduce the potential for sparks. If needed, a hardened bronze cold chisel or some other non -sparking implement should be used. b. If the initial test checks within limits listed in Section VI, the entrant or attendant will remove the confined space cover and prior to entry, test again! If all tests are within limits listed above, the confined space may be entered. Upon initial entry, the attendant will take additional tests with the appropriate meter. Test generally at all areas and levels of the confined space. All monitoring results will be documented on the permit. 3. Even if all tests are within allowable limits, confined spaces that are 15 feet deep or greater shall be purged initially with a power blower with a fresh supply of air for at least 5 changes of air, but never less than 5 minutes. Ventilation will be continuous. 4. The atmosphere shall be monitored continuously. The Entry Supervisor will evaluate space prior to entry, and then hand off monitor to the Entrant. Entrant will monitor continuously and call out readings every 15 to30 minutes to log. All work shall stop and the confined space evacuated if atmospheric testing fails. Re-entry sampling shall be conducted after ventilation has been provided. Sampling should be conducted anytime a confined space is reopened or for crew changes. 5. If atmospheric conditions are measured and found to be outside acceptable operating conditions, evacuate the space and perform the following procedures: • For oxygen deficiency, evacuate the space and ventilate for 5 air changes and test again. All staff is trained in ventilation and air changes. Do not enter an atmosphere that tests below 19.5% oxygen (or greater than 23.5%) by volume. If you cannot get a safe reading, close the confined space and contact your supervisor. The minimum ventilation time shall be 5 minutes. • If flammable gases are detected above 10% of the lower explosive limit, evacuate the space. Close the confined space and advise the supervisor. p. 14 of 79 Last Updated 10 4 2012 0 let c / � 614 J (, ,yQ, Ie-) j SUS"'"d"' CL 2 Y Michael A Benoit From: David Baisch <dbaisch@rh2.com> Sent: Tuesday, February 03, 2015 11:02 AM To: Michael A Benoit Cc: Clayton Anderson; Mark Miller Subject: Mill Ave Deep MH Ventilation Attachments: REN - Mill Ave. Deep MH.xlsx Hi Mike, The Current WAC safety standards for Confined Spaces for ventilation are below. There is not a specific air flow rate or air change per hour rate required for confined space entries into sewer systems. There is however a limit on the atmospheric hazards that must be monitored with a multi -gas meter prior to entry and while inside the confined space. A forced air ventilation system must be provided where atmospheric hazards are present. Permit -Required Confined Spaces The following limits are used for safe entry (from Renton Confined Space Program): a. Oxygen: between 19.5% and 23.5% b. Combustible Gases: less than 10% of the lower explosive limit (LEL) c. Toxic Gases and Vapors: Hydrogen Sulfide (H2S) less than 5ppm d. Carbon Monoxide (CO): less than 20ppm e. If combustible dust that reduces visibility to five feet or less is observed, entry will not continue. Alternate entry Procedures Alternate entry procedures are for spaces where the only hazard is a hazardous atmosphere WAC 296-809-60002 Make sure the following conditions are met if using alternate entry procedures. You must: • Make sure, when using alternate entry procedures, instead of permit entry procedures, that you have monitoring and inspection data that supports the following: — That the only hazard of the permit -required confined space is an actual or potentially hazardous atmosphere. — That continuous forced air ventilation alone is all that is needed to maintain the permit required confined space for safe entry. • Make sure an entry to obtain monitoring and inspection data or to eliminate hazards is performed according to WAC 296-809-500, Permit entry procedures. • Make sure all documentation produced is available to each affected employee and their authorized The industry standard practice for continuous forced air ventilation is 12 air changes per hour. With the designed 1500 CFM blower equates to 20 air changes per hour, or an air change every 3 minutes. See attached for the calculations. This should be more than adequate for safe entry. As discussed I do not believe hiring a testing company to monitor the air flow rate is necessary. Once the portable blower has been provided by Equity Builders it can be hooked up and then the City can use the same procedures it would use to enter a confined space sewer system normally, utilizing the City's own atmospheric testing equipment to verify the blower is adequate to provide safe conditions for entry and occupancy. George has already used his own portable blower hooked up to the existing intake tee as designed for providing ventilation during construction of the improvements inside of the Mill Ave. deep manhole. He stated that the system worked well, with the manhole lid shut it flows through the Mill Ave. MH into the lower MH to initially purge the gasses. Then when inside he hooked up the portable duct to the intake to extend it farther into the manhole near where he was working. This approach should work well based on the City's 5 year inspection and 20 year repair schedule for the manhole. References WAC WA L&I Sewer System Entry: http://www.Ini.wa.gov/safety/rules/chapter/809/HelpfulTools/HT5.pdf WAC WA L&I Atmospheric Testing of Permit -Required Confined Spaces: http://www.Ini.wa.gov/safety/rules/chapter/809/HelpfulTools/HT7.pdf WAC confined space from WA L&I: http://www.Ini.wa.gov/safety/rules/chapter/809/ City of Renton Confined Space Program: https://rentonwa.gov/uploadedFiles/Working/HRRM/Risk Mgmt/PublicWorks%20Final%20CS%2OProgram.pdf Let me know if you have any questions. Thanks, David Baisch, P.E. I RH2 Engineering, Inc Project Engineer 22722 29th Drive SE, Suite 210 Bothell, WA 98021 P: 425.951.5426 C: 206 697,2584 www.rh2.com FORM: AT-2010 CAG-13-095 , Adden # 1-14 ADDENDUM NO. 1 ENGINEERING CONSULTANT AGREEMENT FOR PROFESSIONAL SERVICES for Mill Avenue S. Manhole and Lift Station Fall Restraint, CAG-13-095 This Addendum is made and entered into this , day of December, 2014, by and between the City of Renton, hereinafter called the "City", an H2 Engineering, Inc, whose address is, 22722 29'h Drive SE, Suite 210, Bothell, WA 98021, hereinafter called the "Consultant". WITNESSETH THAT: WHEREAS, the City engaged the services of the consultant under Engineering Consultant Agreement CAG-13-095, dated May 7, 2013, to provide engineering services necessary for the Mill Avenue S. Manhole and Lift Station Fall Restraint project; and WHEREAS, the City and consultant have determined that additional time is needed to complete the work for the Mill Avenue S. Manhole and Lift Station Fall Restraint project; NOW, THEREFORE, in accordance with Section V Time of Beginning and Completion of the Master Agreement CAG-13-095, dated May 7, 2013, it is mutually agreed upon that Engineering Consultant Agreement CAG-13-095, is amended to include a time extension as follows: 1. The Time of Completion (Section V of the Master Agreement CAG-13-095) for the above referenced contract is extended until December 31, 2015. All other provisions of Consultant Agreement CAG-13-095, dated May 7, 2013 shall apply to this addendum. EXECUTION IN WITNESS WHEREOF, the parties have executed this Addendum No. 1 to ENGINEERING CONSULTANT AGREEMENT CAG-13-095 as of the day and year first above written. CONSULTANT CITY OF RENTON //a3 Gi gmza, em ,l Sign ure Date Gregg Z' man at Public W rks Administrator Randy L. Asplund Type or Print Name Director Title ADDENDUM 01 Time Extension CAG-13-095.doc DenisMayor Clty Of Ma orr Y ry Public Works Department - Gregg Zimmerman, P. E., Administrator December 15, 2014 Mr. Mark Miller, P.E. RH2 Engineering 300 Simon Street SE, Suite 5 E Wenatchee, WA 98802 RE: ADDENDUM #1 TO CAG-13-095, MILL AVENUE SOUTH MANHOLE AND LIFT STATION FALL RESTRAINT PROJECT Dear Mr. Miller: Enclosed is your executed original of Addendum #1 to CAG-13-095 for the Mill Avenue South Manhole and Lift Station Fall Restraint project. If you have any questions, please contact me at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager Enclosure H:\File Sys\WWP - Waste Water\WWP-27-3711 Sewer Radio Panel Relocation and Lift Station Improvements\Addendum 1 Transmittal.doc\MABtp Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov ALLEGRO 1 N D U S T R I E S V Product Description Part Number: Style: SPECIFICATIONS 12" (30.4cm) PLASTIC COM-PAX-IAL BLOWER AC 9543, 9543-15, 9543-25 AXIAL FAN 12" (30.4cm) WITH OR WITHOUT CANISTER GENERAL DESCRIPTION: High output from a compact axial blower, designed for easy use and storage without sacrificing airflow. Available as blower only or complete unit with 15' (4.57m) or 25' (7.62m) of ducting and storage canister. Canister attaches to intake or output of blower for suction or ventilation. Certified to CSA Standard C22.2 No.113. CONSTRUCTION: • Polyethylene housing and canister assembly • Lightweight, corrosion, LIV and chemical resistant • Super quiet, in "safety orange" housing • Carry handle molded into blower and canister housing • Steel powder coated grill ►TLeS%7zi HP: 1 HP Certification: UL Listed, CSA Certified, CE Certified Voltage/Hz: 115V-230V AC, 50/60Hz, Single Phase RPM: 3400 (Loaded at 120 Volts, 60 Hz) Amps: 11A-5.5A (60 Hz), 10A-5A (50 Hz) Switch: Built in ON/OFF Rocker Cord: 13' (3.96m) AWG Plug: NEMA 5-15P FAN: • Polypropylene six blade fan All World Motor DUCTING: (included on 9543-15 and 9543-25 models) • Retractable, non -collapsible design, Single -ply • PVC coated vinyl and polyester materials • Yellow color with black weather strip and integrated nylon attachment strap • Spring steel wire helix BLOWER DIMENSIONS: Blower P/N Length In. (cm) Width In. (cm) Height In. (cm) Weight Lbs. (Kg) 9543 13" (33 cm) 16" (40.6 cm) 17" (43.1 cm) 28 Ibs (12.7 kg) 9543-15 27" (68.5 cm) 16" (40.6 cm) 17" (43.1 cm) 43 Ibs (19.5 kg) 9543-25 27" (68.5 cm) 16" (40.6 cm) 17" (43.1 cm) 49 Ibs (22.2 kg) FLOW RATES: (CFM calculated using 15' (4.57m) of 12" (30.4cm) ducting Free Air CFM (m3/hr) One 90° Bend CFM (m3/hr) Two 90° Bends CFM (m3/hr) 1842 (3129.57) 1 1004 (1705.8) 933 (1585.17) 1360 Shiloh Church Road Piedmont.. SC 29673 864-846-8740 800-622-3530 FAX: 800-362-7231 www.allegrosafety com Rev G 10-23-13 City of Renton Mill Ave S Manhole Ventilation Meeting Minutes 2/18/2015 Attendees: City of Renton: Dave Christensen Mike Benoit Rich Marshall RH2: Mark Miller David Baisch Minutes: The goal of this meeting was to determine the testing and project requirements for the Mill Ave deep sewer manhole ventilation. The city's main concern was how to verify that the blower provided is what was specified in the contract plans, and that this blower meets the Washington State Division of Occupational Safety and Health (DOSH), formally known as the Washington Industrial Safety and Health Administration (WISHA), confined space regulations. 1. Contractor Project Requirements: a. Provide, connect, and test blower to determine if it meets what is specified on the plans for a confined space ventilation blower for the Mill Ave deep manhole. b. City/RH2 will test blower flowrate to determine if it meets the 1,500 CFM requirement and if the connections are working properly. 2. City/RH2 Project requirements: a. Be onsite during contractor testing of ventilation system to perform both a flowrate test on the blower and a hand test at the lower Main Ave. MH to see if air can be felt discharging out of the lower manhole as designed. b. Determine what materials and procedure will be required to extend the continuous forced air ventilation from the top of the Mill Ave manhole air inlet to any work zone area within the manhole. c. Test the forced air ventilation system using the City's air monitoring equipment to evaluate the atmospheric hazards for safe entry to the confined space sewer manhole. d. Assist the City with develop a City training and procedural guide for providing safe entry into the Mill Ave manhole that meets the DOSH and City's confined space requirements for hazardous atmospheres in deep sewer structures. RH2 will focus on the equipment ', provided and how it should be used. We will work with City confined space specialist on the safe entry sections. I Todo List a. RH2 will look for an air flow device for testing the air output of the blower. b. RH2 will assist the City with design of secondary system after the primary system is accepted by City and L&I. The secondary system would be used when the City enters the man -hole. Michael A Benoit From: David Baisch <dbaisch@rh2.com> Sent: Friday, February 27, 2015 10:14 AM To: Michael A Benoit Cc: Mark Miller; David Christensen Subject: RE: Proposed confined space blower Attachments: 2-18-15 Mill Ave MH Meeting Minutes.docx; REN - Mill Ave. Deep MH.xlsx; Blower Spec.pdf Hi Mike, We have reviewed the submitted confined space blower and it is acceptable. We have talked with our HVAC specialist and will procure an anemometer that we can use to test the flowrate of the blower. On site testing will be able to confirm what flowrate we are actually getting through the existing inlet piping. The flowrate of the blower through the inlet tee cannot be calculated beforehand easily without expensive computational fluid dynamics (CFD) flow modeling software. If needed the blower could be moved to the top of the manhole for entry/occupancy to reduce the number of bends and provide a greater flow rate to the work zone inside the manhole, described as 4 feet in every direction in the City's confined space program. I have attached the meeting minutes from our 2/18 meeting, as well as the blower calculation. Let me know if you have any questions. Thanks, David Baisch, P.E. I RH2 Engineering, Inc. Project Engineer 22722 29th Drive SE, Suite 210 Bothell, WA 98021 P: 425.951.5426 C: 206.697.2584 www.rh2.com From: Michael A Benoit [mailto:Mbenoit@Rentonwa.eov] Sent: Tuesday, February 24, 2015 8:49 AM To: Clayton Anderson; David Baisch Cc: Mark Miller Subject: FW: Proposed confined space blower From: alderlea(&aol.com [mailto:alderleaC)aol.com] Sent: Monday, February 23, 2015 5:25 PM To: Michael A Benoit Subject: Proposed confined space blower r Hi Mike, Here is our proposed confined space blower (9543-15) to be provided with a 15' flexible duct. The 12" duct will slide over the existing manhole vent and cinched down with a strap. We will supply a rubber cap for the other side of the vent. Thanks, George Hochstein PM Equity Builders LLC 360-592-2929--o 360-739-3447--c S- City of Renton Mill Avenue S. Deep Manhole 113-076 Date : 10/7/2013 Upper MH # S2 36" casing - 10" gravity sewer Lower MH # S3 Total Interior Volume (CF) Flow Rate (CFM) Air changes Per hour Full Air Exchange time (min) Manhole Interior Volume Diam (ft) Rim Elev. Floor Elev. (cf) 8 127.5 73 2739.47 261 4.5 43.8 32.7 1702.55 176.54 4618.55 800 10.39 5.77 3 p s qrr!-t Y" I R- =W AND STJ�AM�jIrO N Ir�� rP ROVER r � iN9�jSJ PROJECT NO. WWP-27-3711 GENERAL NOTES 1. CONTRACTOR SHALL CALL I-M 424-5555 FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. S. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE ASCONSTRUCTED (AS BUILT) RECORDS. 6. CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2014 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION, THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7, A PRECONSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 30 DAYS OF NO WORK BEING PERFORMED. 8. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFRESH LANDSCAPING BARK IN ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION. 9. SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 10. THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK 12 SEE SECTION 1-0728 OF THE SPECIAL PROVISIONS PERTAINING TO CONFINED SPACE ENTRY. SPRING 2014 TRAFFIC CONTROL 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE THESE IMPROVEMENTS AND SUBMIT TO CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESjMUTC01. WSDOT ANO THE CITY OF RENTON STANDARDS. 2. THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. 3. AT NO TIME SHALL THE ENTIRE ROAD BE CLOSED DURING CONSTRUCTION. CONTRACTOR SHALL KEEP A MINIMUM OF ONE LANE OPEN AT ALL TIMES. 4. THE DEEP MANHOLE ON MILL AVE IS LOCATED IN THE CENTER OF THE STREET, A TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR WORK DONE AT THIS LOCATION. S. THE MANHOLE ON MAIN AVE S IS LOCATED ABOVE THE RETAINING WALL, EAST OF THE STREET. A TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR WORK DONE AT THIS LOCATION. 6. TRAFFIC CONTROL WILL NOT BE REQUIRED AT THE LIFT STATION AND RESERVOIR SITES. I PLAN DRAWINGS GENERAL SYMBOLOGY I SECTION AND DETAIL REFERENCES THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTIONIDETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. REFERENCE BUBBLES p PLAN REFERENCE BUBBLE - REFERS ID DETAILISECTION REFERENCE BUBBLE . p READER BACK TO THE PLAN FROM WHICH I7 REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION ORIGINATED. 711E DETAIL OR SECTION IS LOCATED. WHERE, ID=SECTIONDETAILREFERENCE NUMBER ## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTIONDETAIL REFERENCE NUMBER CONVENTIONS: SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 CONTACT INFORMATION CONTACT COMPANY POSITION MIKE BENOIT CITY OF RENTON WASTEWATER UTILITY ENGINEER DAVE CHRISTENSEN CITY OF RENTON WASTEWATER UTILITY SUPERVISOR DAVE MCKNNEY CITY OF RENTON WASTEWATER LIFT STATION TECH. SHANE COUTY CITY OF RENTON WASTEWATER LIFT STATION TECH. MARK MILLER RH2 ENGINEERING PROJECT MANAGER DAV108A1SCH -ftlt�EIN61N`EffM ICI PJi�IEECLEENGINFFR ZEB BREUCKMAN RH2 ENGINEERING PROJECT ELECTRICAL ENGINEER DAVID HONEYSETT POTELCO I P.S.E. SERVICE CONTACT KYLE KINNEY COMCAST CONSTRUCTION COORDINATOR Sheet List Table Sheet Number Sheet Title Dwg No - COVER AND GENERAL NOTES COV 01 LIFT STATION MAP - NORTH 001 02 LIFT STATION MAP- SOUTH CO2 03 MILL AVE. MANHOLE MODIFICATION DETAILS S01 04 LIFT STATION ACCESS HATCH GUARD DETAILS S02 05 ELECTRICAL MODIFICATIONS AT MILL AVE E01 MANHOLE 06 FIAZEN RESERVOIR RADIO REPEATER E02 ELECTRICAL PLAN 07 HAZEN RESERVOIR ELECTRICAL DETAILS E03 08 WEST HILL RESERVOIR RADIO REPEATER E04 -- _ -- - ELECTRICAL PLAN -- .- --- ABBREVIATIONS CB CATCH BASIN FM FORCE MAIN E INVERT ELEVATION PVMT PAVEMENT RE RIM ELEVATION SSMH SANITARY SEWER MANHOLE TESC TEMPORARY EROSION AND SEDIMENT CONTROL TYP TYPICAL WMH WATER MANHOLE GALV GALVANIZED STL STEEL PHONE (425)430.7206 (425) 43067212 (425) 766-4909 (425) 7665185 (425) 9515372 (425) 951-5426 (425) 9515316 (253) 677-T726 (206) 255.2602 r M"d RI SME 00 4MI116 RM? ' i Y� 6 Y W SE Jan. Et c Legends+ E' „y 6E 77M 61 : y r. _ • SE 7216f, - 2n S 6E7aSl SE 77M PI 3 l s1 SE 73031 n SE floew .^`. 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C--j w6us DOG NO 02 0e EXISTING MANHOLE LID W/ STANDARD COVER LOCATED IN CENTER OF PUBLIC STREET, TRAFFIC CONTROL REQUIRED DURING CONSTRUCTION EXISTING ASPHALT PAVEMENT EXISTING %' ID MANHOLE EXISTING 36' CASING EXISTING10* PIPE ,PIPE SEWER NOTE: EXISTING AIR INTAKE PLUS LIGHTING AND FAN CONTROL SWITCH SET AT BACK OF SIDEWALK EXISTING ELEC. EXISTING 10• GALV. JUNCTION BOX. STL AIR INTAKE TEE, DO NOT DISTURB �1 I APPROX. . 15, a •c tia EXISTING AIR INTAKE FAN TO BE REMOVED AND DISPOSED EXISTING MANHOLE, DO NOT DISTURB NOTE: REMOVE AND PROPERLY DISPOSE ALL EXISTING INTERIOR LIGHTS AND CONDUIT INSIDE MANHOLE, GROUT PLUG PENETRATIONS. EXISTING LIGHTS ARE WALL MOUNTED 10 FEET ABOVE EACH LANDING AND BOTTOM OF MANHOLE. EXISTING AIR INTAKE FAN TO BE REMOVED AND DISPOSED, 2 LOCATIONS - MILL AVE MANHOLE AND MAIN AVE S MANHOLE. SEE DWG NO. E01 FOR WORK AT MAIN AVE. S MANHOLE. EXISTING STEEL GRATING TO BE REMOVED, CUT AS NEEDED TO BE REMOVED THROUGH ACCESS LID. TYP. .rik. 92.00' c _� r � Ox EXISTING GRATING SUPPORT TO BE REMOVED, TYP. EXISTING MANHOLE ELEVATION Y.' = V-0' EXISTING STEEL ACCESS LADDER TO BE REMOVED, CUT BOLTS FLUSH AND GROUT DEPRESSIONS, TYP. EXISTING 10' DI SS PIPE EXTENDS VERTICAL TO TOP OF MANHOLE EXISTING ASPHALT PAVEMENT EXISTING 96' ID MANHOLE PROPOSED FRP GRATING, SEE GRATING SECTION FOR DETAILS. TYP. OF 2 PROPOSED GRATING SUPPORT, TYP, PROPOSED FRP ACCESS LADDER PER DETAIL PROPOSEDFRP GRATING, TYP. EXISTING ELECTRICAL JUNCTION BOX TO BE REPLACED, SEE DWG NO. E01 FOR DETAILS NOTE: CONTRACTOR SHALL PROVIDE ONE PORTABLE ELECTRIC CONFINED SPACE n BLOWER AND APPURTENANCES, PER DETAIL THIS SHEET. APPROX. 12 r& PROVIDE OPENING IN GRATING FOR LADDER ACCESS AND EXISTING SEWER PIPE TYP. CUT GRATING AS NEEDED TO FIT THROUGH MH ACCESS EXISTING 36' CASING EXISTING 10 DI SEWER PIPE PROPOSED FRP 6 x4*)i%' I•BEAM SUPPORT, TYP OF 2 PROPOSED tY2 THK;K x 1Y' SQUARE GRID FRP GRATING W/ HOLD DOWN CLIPS EQUAL TO DURAGRATE AS MANUFACTURED BY STRONGWELL EXISTING 96' ID MANHOLE PROPOSED 2 \ WALL SUPPORT s2 �( ol CONNECTION, TYP PROPOSEDI-BEAM CONNECTION, TYP 1 Sot PROPOSED L3'R GRATING FRP \ . ANGLE FOR GRATING -2'•4' SUPPORT, TYP TYP PROPOSED GRATING SECTION " SOt 112,00 FRP GRATING PER PLAN SST L4'x3'x3'x0'-4' BRACKET r 36 0 SST CONCRETE ANCHORS, EMBED 3' INTO V11- 1' CONCRETE WALL %B SST BOLTS IN LONG SLOTTED HOLES,TYP P FRP I.BEAM - GROUT PAD BETWEEN BRACKET AND CONCRETE 1-BEAM CONNECTION e 2' = 1'-0' S01 MIN 92.00 4BEAM WEB J A I -BEAM BOTTOM FLANGE SST ANGLE BRACKET GROUT PAD SECTION A -A 2' = 1'-0' EXISTING 10' GALV STL AIR INTAKE TEE EXISTING 36' CASING PROPOSED REMOVABLE rx10' REDUCER EXISTING 10' DI PROPOSED 8' CONDUCTNE SEWER PIPE DUCT, MIN. 6' LENGTH CONTRACTOR SHALL PURCHASE AND - PROVIDE ONE NEW PORTABLE ELECTRIC CONFINED SPACE BLOWER FOR CITY.120 _ VOLT, EXPLOSION PROOF, MIN.1/� HP AND 1,500 CFM, WITH CORD AND PLUG LONG ENOUGH TO REACH RECEPTACLE. O PROPOSED MANHOLE IMPROVEMENTS EXISTING SIDEWALK I I PORTABLE BLOWER DETAIL NOT TO SCALE FRP ANGLE SUPPORT r EDGE DIST. TYF GROUT PAD AT CONNECTION PROPOSED ACCESS LADDER EXISTING 24' 0 MANHOLEACCESS EXISTING 10' AIR VENT PIPE Yi' SST CONCRETE ANCHORS EMBEDDED 3' INTO CONCRETE WALL WALL SUPPORT CONNECTION e 22- 12- r MANHOLE OPENING LARGE BRACKETS W/ 3 CONCRETE ANCHORS AT TOP OF LADDER Vcn >; W 0 --i Q ag O r .4 4 = W o,Lq::� z 0 4 Z 0 O V W �' L• Q o� Lol Q U LL 0 2' SQUARE TUBE SIDE RAILS, ALL JOINTS AND RUNGS SHALL BE EPDXIED AND RIVETED. R i FLUTED RUNGS --^, ,---' NOTES: /�- 11ADDER AND BRACKETS SHALL BE FRP WITH STAINLESS STEEL HARDWARE. 12' O.C. TYP. 2. LADDER MUST MEET CONSTRUCTION N REQUIREMENTS OF OSHA 191027 z TYP STANDOFF BRACKETS >N> aQ 6'-0' MAX O.C. W SST CONCRETE cc ANCHORS, EMBED 3' INTO WALL. TYP � 1Z PROPOSED REMOVABLE AIR -TIGHT END CAP FLOOR MOUNT BRACKET 12' SECURE WITH %s CONCRETE MAX ANCHORS a` 3 a o PIPE EXTENDS MANHOLE ACCESS LADDER TO MANHOLE NOT TO SCALE SCALE: SHONM v r 094mu 6 Nx wAf WNW S01 03 08 5 k LIFT STATION ACCESS HATCH GUARD SCHEDULE LIFT STATION NAME VALVE VAULT HATCH (FT) DOOR TYPE GUARD TYPE WET WELL HATCH (FT) DOOR TYPE GUARD TYPE L OTHER HATCH (FT) DOOR TYPE GUARD TYPE Z. OTHER HATCH (FT) DOOR TYPE GUARD TYPE 3. OTHER HATCH (FT) DOOR TYPE GUARD TYPE 1 BAXTER 4 x 613] DOUBLE i RAILING 5 x 6 [25] DOUBLE RAIU14G - 2 COTTONWOOD 4 x 6.5 [21 DOUBLE RAILING 4 x 65 [2] DOUBLE RAILING _ 3 DENNY'$ 3' DEEP SINGLE NONE 3 x 4 [21 DOUBLE POST 4 DEVIUS ELBOW 4 x 6.5 [21 DOUBLE RAILING 6 x 6.5 [31 DOUBLE RAILING W W 2nd hatch -5 x 5.512.51 DOUBLE RAILING 5 EAST VALLEY 3.5 x 4 [4] SINGLE POST 45 x 8 p31 DOUBLE RAILING 6 j KENSINGTON CREST 4.5 x 6 (31 DOUBLE RAILING 4.5 x 8141 DOUBLE RAILING _ 7 LAKE WASHINGTON BEACH 5.5 x 6 [6] SINGLE POST 4.5 x 5314-9 SINGLE POST 8 LAKE WASHINGTON FLUSH 5x5.5[2.51 DOUBLE DOUBLE T DOUBLE DOUBLE SINGLE RAIU14G 4 x 4.5 rA DOUBLE RAILING f 9 LAKE WASHINGTON N0.2 4 x 6 (2j RAUNG 4 x 6 Rl DOUBLE RAILING 10 LIND 4 x 512.51 RAILING 5.5 x 7 [2.751 DOABLE RAILING V V 2nd hatch - 4 x 512A DOUBLE RoMU14G 11 LONG 4 x 6.5 [2) RASING 4 x 65 [21 DOUBLE RAILING 12 OAKSDA E 3 x 5.5[5.51 POST 3 x 4.5 (3] SINGLE POST V V 2,d huh • 3 x 5515.51 SINGLE POST W W 2nd hatch - 3 x 4.5 [31 SINGLE POST j 13 SHY CREEK 4.5 x 6 [31 DOUBLE POST 5.5 x 6 [3] DOUBLE RAILING I 14 STONEGATE 4 x 6.5 [21 DOABLE RAILING 4 x 8 [21 DOUBLE RAILING V V 2nd hatch -45 x 6 [31 DOUBLE RAILING Overflow vaLdt hatch - 4.5 x 6 [3] DOUBLE RAILING Overlbw vahA hatch -4.5 x 6 [31 DOUBLE RAILING 15 [ TALBOT CREST 4.5 x 6 [31 DOUBLE RAILING 6 x 6.5 (31 - DOUBLE RAILING Mdit hatch is 1' deep air- SINGLE NONE 18 WEDGEWOOD 45 x 6 (3) DOUBLE RAWNG 7 x 8 [3.5] DOUBLE RAILING 17 WE STVIEW 4.5 x 512.51 DOUBLE RAILING - 2 5 x 312.9 SINGLE POST 2' 0 ALUMINUM PIPE W.! 6' STUB FOR SLEEVE, TYP. 2'1z 0SLEI 6' LENGTH ALUMINUM SLEEVE END CAP. WELDED TO HAT STIFFENER, T SST S SCHEDULE NOTES: 1. ACCESS HATCH DIMENSIONS SHOWN ARE APPROXIMATE. 2. NUMBER IN (BRACKETS16 THE HATCH HEIGHT WHEN OPENED. 3. POSTS AND CHAINS SHIALL BE PROVIDED FOR ALL HATCHES REQUIRING POST SYSTEM. 4. TWO SETS (DETAIL SHOWS ONE SET) OF FALL PROTECTION RAILS THAT ADJUST WITH SAFETY CHAINS SHALL BE PROVIDED TO FIT ALL LIFT STATION ACCESS HATCHES REQUIRING RAIL TYPE SYSTEM. DENOTES SAFETY POSTS WILL BE STORED AT EACH LIFT STATION SITE. IYz 0 ALUMINUM PIPE WI NOTE 1. INSTALLED SLEEVES SHALL NOT INTERFERE WITH HATCH OPERATION OR CLOSING. LOCATE SLEEVES AS CLOSE TO THE EDGE OF THE HATCH AS POSSIBLE. 2. THE 2' AND 1Y2'DIAMETER SLEEVES SHALL BE PLACED IN THE SAME ORIENTATION ON ALL HATCH SIDES, SO THAT ALL SLEEVES FIT THE ADJUSTABLE RAIL 3. SAFETY CHAIN SHALL COVER 2 SIDES OF HATCH OPENINGS, LENGTH AND SAFETY LATCH SHALL BE ADJUSTABLE TO FIT ALL HATCHES REQUIRING RAILING SYSTEM AS NOTED IN TABLE. ACCESS HATCH GUARDS - RAILING AND CHAIN NUN. UAX. SST SAFETY CHAIN WITH j SST i SST EYE BOLT SNAP HOOK EA SIDE. TYP \ FOR CHAIN ATTACHMENT HATCHCONCRE'S"" � L IN LOCATIONS WHERE THE ACCESS HATCH SST IS OVER 42' TALL, THE EYE BOLT CAN BE ANCHORS., EMBED E MBED / Z' ALUMINUM INTO CONCRETE FACE INSTALLED DIRECTLY ON THE INSIDE OF -/ PIPE. TYP OF 4 PROVIDE NYLOI THE ACCESS HATCH AND THE POST AND ISOLATION KIT BETWEEI SLEEVE CAN BE OMITTED ON THAT SIDE \ STEEL AND ALUMINUN \\ Ty 42' /j ALUMINUM PL TO HATCH FRAME ALUMINUM SLEEVE MOUNTED TO INSIDE OF HATCH OPENING " LOCATE SLEEVE TO AVOID I INTERFERENCE WITH HATCH LID STIFFENERS MOUNTWGDETAIL ALUMINUM POST 9 N Z 23 0, Y' THICK O ALUMINUM SLEEVE, 6' LENGTH WITH END CAP Y,' PL END CAP hZ R NOTE: 1. ALL HARDWARE, FASTENERS, AND CHAINS SHALL BE STAINLESS STEEL. POSTS a SHALL BE ALUMINUM. 2. CONCRETE ANCHORS SHALL USE HILT[ HIT-500•SD EPDXY. 3. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 4. SAFETY CHAIN SHALL COVER THE OPEN 3 SIDES OF HATCH OPENINGS FOR HATCHES TALLER THAN 42' AND ALL 4 SIDES FOR HATCHES SHORTER THAN 42'. ACCESS HATCH GUARDS - POST AND CHAIN [ SCALE: SHOWN I_ I S02 1 04 1o1 EXISTING 3-WAY LIGHT SWITCH TO BE REMOVED. PROPOSED CIRCUIT BREAKER IN NEMA 3R ENCLOSURE. 120 V, 15 AMP, 10. 10,000 KAIC. SIEMENS OP OR EQUAL. CUT BACK BLACKBERRY BUSHES AND FOLIAGE AS ` NECESSARY TO COMPLETE WORK. PROPERLY DISPOSE PROPOSED i OUTDOOR RECPTACPTACLE i OF WASTE. 1 '1{ # ,�/ DUPLEX OV EX20AMPGFC �' RECEPTACLES. r +� 1 EXISTING CONDUIT AND CONDUCTORS TO BE REUSED \\\ ' EXISTING POST \ j TO BE REVISED. \ EXISTING CONDUIT CONTAINS (3) - 910 CONDUCTORS i PROPOSED WHILE IN USE TO BE REUSED. EXISTING CONDUCTORS ARE PART WEATHER PROOF COVER. OF AN EXISTING LIGHTING CIRCUIT INSIDE THE PAD -LOCKABLE. MANHOLE TO BE ABANDONED. INSTALL PROPOSED i JUNCTION BOXES AND CONDUCTORS INSIDE THE J MANHOLE AS NECESSARY TO CONNECT POWER, _ NEUTRAL AND GROUND CONDUCTORS FROM THE PROPOSED CIRCUIT BREAKER TO THE EXISTING POWER SUPPLY WHICH IS CURRENTLY SERVING THE / LIGHTING CIRCUIT. j PROPOSED GRS CONDUIT CONTAINING (2) - #12, (1) #12 EXISTING SEAL OFF. DO NOT DISTURB. GRD CONDUCTORS EXISTING 3-WAY LIGHT SWITCH AT MILL AVE MANHOLE NOT TO SCALE EXISTING 3-WAY LIGHT D FOR PORTABLE :D ON DWG. 501, EXISTING SEWER VENT AT MILL AVE MANHOLE NOT TO SCALE PROPOSED ELECTRICAL EQUIPMENT AT MILL AVE MANHOLE 1 /4' = 1' EXISTING ELECTRICAL CONDUIT AND CN 1mClICUT TIC - -1I112l1 A- EXISTING MAIN AVE MANHOLE NOT TO SCALE I A EXISTING VENTILATION FAN �- TO BE REMOVED AND g I DISPOSED OF $ U 'Z � 0 JI' jC j? SCALE SHOWN 040M S PAL XkE MIEN E01 05 t o C 6j�p� z 'ail h 7! o� ti z VR W ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUCTS SHALL HAVE A 10' MINIMUM BEND RADIUS. J3A EXISTING RESERVOIR Q 2. CONTRACTOR SHALL MAINTAIN EXISTING RTU OPERATIONS ROOF JUNCTION BOX #2 THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL COORDINATE Q �ii W THEIR WORK WITH THE CITY'S TELEMETRY PERSONNEL THROUGH C J .�' a THE ENGINEER A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE Q iv W OF WORKING ON THESE COMPONENTS. INTERRUPTION OF RTU V , W CC Z OPERATIONS REQUIRES PRIOR APPROVAL FROM THE CIPPS TELEMETRY PERSONNEL. SYSTEM DOWNTIME SHALL BE MINIMIZED EXISTING RADIO -_ _ Q O C4 CC O AND LIMITED TO 8 HOURS MAXIMUM. DOWNTIME SHALL NOT BE REPEATER PANEL, V 4 SCHEDULED ON A FRIDAY. TO BE RELOCATED _ Z Q EXISTING PANEL, JJB O Q J a TO BE REMOVED. 4 Q O� - A� _U O W Lu EXISTING WASTEWATER \ W SCADAANTENNA 1 B � ro PROPOSED RADIO Z REPEATER LOCATION IN EQUIPMENTBUILDING. + V r W N SEE DWG NO. E03 FOR MORE INFORMATION. \ J > EXISTING RESERVOIR ROOF JUNCTION BOX #1 STAIRWAY ACCESS y� q to Z POINT. 0 > R iZ E b a PLAN VIEW OF HAZEN RESERVOIR � s SCALE: SHOWN v r c'-A^G a RU scut IesV 9M 4FAWAE r !702 O6 POWER CONDOR AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE 9ZE (QUANTITY) CONDUCTORS NOTES Pt EXISTING DISTRIBUTION PANEL EXISTING RADIO REPEATER PANEL 3/4' (2) - j12, (I) - 112 CRD CONNECT PROPOSED RaCONDUCTORS R0 EXSTING SPARE INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESi1NATION TRADE 9ZE (QUANTITY) CONDUCTORS NOTES J1A EXISTING RADIO REPEATER PANEL EXISTING SPARE CONDUIT 'JIB' STUB UP 2 1/2' (I) 7/8' HEIIAX CABLE PROPOSED CONDUIT AND CABLE JIB EXISTING SPARE CONDUIT 'JIB' STUB UP E%1511NC RESERVOIR ROOF JUNCTION BOX N0. I J' (1) 7/8' HELIA% CABLE, (2) SHIELDED ETHERNET CABLES RITE PROPOSED CABLE INSIDE EXISTING CONDUIT, J2 Q EXISTING RESERVOIR ROOF JUNCTION BOX N0. 1 EXISTING RESERVOIR ROOF JUNCTION BOX N0. 2 2 1/2' (1) 7/6' HELIhX CABLE, (2) SHIELDED ETHERNET CABLES PROPOSE CONDUIT AND, CABLE. COIL 25' OF SHIELDED ETHERNET CABLE NSg1E JUNCTION BOX 2. EXISTING RESERVOIR ROOF JUNCTION BOX N0. 2 EXISTING CONDUIT 'JJB' 1 1/2- (1) 7/8' HELIAX CABLE PROPOSED CONDUIT AND CABLE. CONNECT TO CONDUITJ3A 'JJB' AT BASE OF STAIRWAY TO ZIPPER RESERVOIR ROOF PLATFORM. EXISTING RESERVOIR ROOF JUNCTION BOX #1. JUNCTION BOX IS LOCATED APPROXIMATELY 126 ABOVE GROUND. EXISTING CONDUIT Jib CONTAINS PULL STRING STAIRWAY ACCESS POINT EXISTING CONDUIT STUBBED UP INSIDE EQUIPMENT BUILDING. EXISTING CONDUIT 3' PVC CONDUCT STUBBED UP IN BUILDING. �A HAZEN RESERVOIR ROOF JUNCTION BOXES NOT TO SCALE NORTH WALL OF EXISTING BASE OF HAZEN RESERVOIR EXISTING WASTEWATER SCADA ANTENNA. EXISTING RESERVOIR ROOF PLATFORM. INTERCEPT EXISTING CONDUIT (EA) WITH PROPOSED CONDUIT J3 AT THIS LOCATION. RADIO REPEATER PANEL. TO BE DISCONNECTED AND RELOCATED. REMOVE EXISTING MOUNTING BRACKETS. NA79:IU Q1=Q9QVnIQ nvyr rL m I rvnm NOT TO SCALE ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10' MINIMUM BEND RADIUS, 2. TERMINATE CONDUITS (J1D AND Jt WABOVE THE EXISTING CONDUIT Jte STUB UP. ROUTE PROPOSED CONDUCTORS FROM CONDUITS(E) AND (]j) ACROSS THE GAP AND INTO CONDUIT 218 . l TERMINATE CONDUIT (�K) ON THE EAST WALL OF THE EQUIPMENT BUILDING AND COIL 25 OF EACH CABLE AT THE END OF THE CONDUIT FOR USE BY THE CITY'S IT DEPARTMENT. xx 4. SEE DWG NO. E02 FOR CONDUIT AND CONDUCTOR SCHEDULE. EXISTING RESERVOIR ROOF JUNCTION BOX #2 PORTION OF EXISTING CONDOR®TO BE REMOVED. EXISTING CONDUIT, TO BE REMOVED. INTERCEPT EXISTING CONDUIT ® WITH PROPOSED CONDUIT J3A . PROPOSED CONDUIT PORTION OF EXISTING CONDUIT Jae TO BE REUSED. PROPOSED LOCATION OF EXISTING RADIO �, EXISTING REPEATER PANEL. DISTRIBUTION PANEL MOUNT TO EAST WALL AND CONNECT TO POWER SOURCE. �• _ --- i . 4 1 J1A � 1 It ICI 2 EQUIPMENT BUILDING INTERIOR EQUIPMENT BUILDING INTERIOR NORTH WALL SOUTHEAST CORNER NOT TO SCALE NOT TO SCALE OBLIQUE VIEW OF PROPOSED LOCATION OF RADIO REPEATER HAZEN RESERVOIR EXISTING PANEL. TO BE REMOVED N iAND RETURNED TO CITY EXISTING �WASTEWATER i e II SCADAANTENNA R p A n ti i tf R iJ' <bt I w cc ew0 °tea U W y .J W (n C J moo° o a > OQ W Lij W 3 J CC Ln Z W ♦ N a fr7 Z Ito Ir R a a a � e 4 SCALE: SHOWN l r wff.G l5F LX fwNFN E03� 0707 EXISTING RACEWAYS CONTAINING EXISTING SPARE CONDUIT ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10' MINIMUM BEND RADIUS. EXISTING WASTEWATER SCADA ANTENNA EXISTING JUNCTION BOX WEST HILL RESERVOIR EXISTING CONDUIT "J113" ROUTING NOT TO SCALE Z WEST HILL RESERVOIR PROPOSED CONDUIT'J1A" ROUTING NOT TO SCALE EXISTING RADIO REPEATER PANEL AND ANTENNA NOT TO SCALE A STING RADIO )EATER PANEL, BE RELOCATED PROPOSED EXISTING LOCATION OF PROPOSED RADIO REPEATER PANEL LOCATION NOT TO SCALE EXISTING LANDING, APPRI A JUNCTION BOX EXISTING UPS. POWER RADIO REPEATER FROM EXISTING UPS. INSTALL CORD PLUGS ON CONDUCTORS FOR CONNECTING TO THE UPS. I U J I AlK.NT RW[RVUIR PLAN VIEW OF WEST HILL RESERVOIR 1/4' = V-0' EXISTING 0 ELECTRICAL ENCLOSURE. Z O Z a� oW oc oa4 LJLa w 0 ` cc p Q c OSED LOCATION ISTING �10 4 0 V O W U 4TER PA DETAIL THIS r. Q h W J cc W J cc 3 V = Q W in a VC CONDUIT. ;ED CONDUIT W W m RESERVOIR JF ED RADIO EL LOCATION Y®F e � ON POINT WITH UIT, POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES P1 EXISTING UPS EXISTING RADIO REPEATER PANEL 3/4' 120 VAC CORD PLUG CONNECT PROPOSED CORD PLUG TO UPS INSTRUMENTATION CONDOR AND CONDUCTOR SCHEDULE CIRCUIT SDURC. DESTINATION TRADE SZE (QUANTITY) CONDUCTORS NOTES JIA EXISTING RADIO REPEATER PANEL EXISTING CONDUIT 'JIB' 2' (1) 7/8' HELIAX CABLE PROPOSED CONDUIT AND CABLE. CONNECT TO CONDUIT 'JIB' AT BASE OF RESERVOIR. J18 PROPOSED CONDUIT 'JIA' EXISTING JUNCTION BOX 2' (1) 7/8' HELIAX CABLE ROUTE PROPOSED CABLE INSIDE EXISTING CONDUIT. CONNECT TO PROPOSED CONDUIT 'J1A' AT BASE OF RESERVOIR. O EXISTING JUNCTION BOX EXISTING WASTEWATER SCADA ANTENNA NA (1) 7/8' HELIAX CABLE SECURE CABLE TO EXISTING ANTENNA MAST I 2 z i �5 8 _O rn a � � SCALE: SHOWN aVAM 6 FlA/ 9GYF W*N awsr E04 08 GQVIUMEEMMSPOY OF R N90.,-'ON 40' 211M 4+ N't �� SJE. � I -EMI ? RADIO P � � NI-EML RI�L O C� � 1��IrO� � AND L IrF'j � SST T - Ir0 N IrMrP R10 V E��1 rE�� PROJECT NO. WWP-27-3711 GENERAL NOTES 1. CONTRACTOR SHALL CALL 1-MA2455M FOR UTILITY LOCATES 48 HOURS BEFORE CONSTRUCTION. THE CONTRACTOR SHALL HAVE ALL UTILITIES LOCATED BY THE APPROPRIATE UTILITY LOCATING PROFESSIONALS, PRIOR TO AND DURING CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER AND THE UTILITY COMPANY WHEN A CONFLICT OCCURS OR WHEN A CONFLICT IS ANTICIPATED. 2. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION OR CONSTRUCTION. 3. CONTRACTOR MUST KEEP A COPY OF THE APPROVED PLANS ON -SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE PUBLIC AND PREVENT NUISANCES. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 5, THE CONTRACTOR IS RESPONSIBLE FOR PREPARING COMPLETE AS -CONSTRUCTED (AS BUILT) RECORDS, 6, CONSTRUCTION OF IMPROVEMENTS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF RENTON AND KING COUNTY STANDARDS AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION, 2014 EDITION, AS ISSUED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND THE AMERICAN PUBLIC WORKS ASSOCIATION. THESE DOCUMENTS HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS. 7. A PRECONSTRUCTION CONFERENCE AND 24-HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION OR RESTARTING CONSTRUCTION AFTER A PERIOD OF MORE THAN 30 DAYS OF NO WORK BEING PERFORMED. 8. CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO CONDITIONS EQUAL OR BETTER TO THOSE FOUND PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REFRESH LANDSCAPING BARK IN ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION. 9 SEE DIVISION 1 OF THE SPECIFICATIONS FOR PERMIT INFORMATION. 10, THE CONTRACTOR SHALL CLEANUP ALL AREAS AFFECTED BY THEIR ACTIVITIES TO THE SATISFACTION OF THE CITY REPRESENTATIVE BY THE END OF EACH WORKING DAY OR MORE FREQUENTLY IF REQUIRED BY THE CITY REPRESENTATIVE. THIS INCLUDES REMOVAL OF ALL DUST, MUD, ROCKS, ASPHALT DEBRIS, AND REFUSE FROM STREETS, SIDEWALKS, DRIVEWAYS, AND ANY OTHER AREAS AFFECTED BY THE CONSTRUCTION ACTIVITIES. FAILURE TO CLEANUP TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE WILL NECESSITATE A SHUTDOWN OF THE PROJECT UNTIL CLEANUP IS PROPERLY PERFORMED. DAILY CLEANUP IS AN INTEGRAL PART OF EROSION AND POLLUTION CONTROL. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES REQUIRED TO PERFORM THE WORK. 12, SEE SECTION 1-07.28 OF THE SPECIAL PROVISIONS PERTAINING TO CONFINED SPACE ENTRY. SPRING 2014 TRAFFIC CONTROL 1. THE CONTRACTOR SHALL PREPARE TRAFFIC CONTROL PLAN(S) SHOWING SIGNAGE AND FLAGGERS AS NEEDED TO COMPLETE THESE IMPROVEMENTS AND SUBMIT TO CITY FOR APPROVAL. NO WORK SHALL COMMENCE UNTIL ALL APPROVED TRAFFIC CONTROL IS IN PLACE. ALL TRAFFIC CONTROL DEVICES AND PROCEDURES SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO), WSDOT AND THE CITY OF RENTON STANDARDS 2. THE CONTRACTOR SHALL PROVIDE FOR EMERGENCY VEHICLE ACCESS TO ALL STREETS WITHIN AND ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL PROVIDE 48-HOUR NOTICE TO EMERGENCY DEPARTMENTS WHICH MAY BE AFFECTED BY ACTIONS OF THE CONTRACTOR. 3. AT NO TIME SHALL THE ENTIRE ROAD BE CLOSED DURING CONSTRUCTION. CONTRACTOR SHALL KEEP A MINIMUM OF ONE LANE OPEN AT ALL TIMES. 4. THE DEEP MANHOLE ON MILL AVE IS LOCATED IN THE CENTER OF THE STREET. A TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR WORK DONE AT THIS LOCATION. 5. THE MANHOLE ON MAIN AVE S IS LOCATED ABOVE THE RETAINING WALL, EAST OF THE STREET. A TRAFFIC CONTROL PLAN WILL BE REQUIRED FOR WORK DONE AT THIS LOCATION. 6, TRAFFIC CONTROL WILL NOT BE REQUIRED AT THE LIFT STATION AND RESERVOIR SITES PLAN DRAWINGS GENERAL SYMBOLOGY I SECTION AND DETAIL REFERENCES THE FOLLOWING CONVENTIONS HAVE BEEN USED WITHIN THESE DRAWINGS TO REFER THE READER BETWEEN THE SECTIONIDETAIL AND THE PLAN FROM WHICH IT IS REFERENCED. REFERENCE BUBBLES ePLAN REFERENCE BUBBLE - REFERS D DETAILISECTION REFERENCE BUBBLE - ID READER BACK TO THE PLAN FROM WHICH REFERS READER TO THE DRAWING ON WHICH THE DETAIL OR SECTION ORIGINATED. THE DETAIL OR SECTION IS LOCATED. WHERE, ID = SECTIONIDETAIL REFERENCE NUMBER ## = DRAWING NUMBER ON WHICH DETAIL ORIGINATED OR RESIDES. SECTIONIDETAIL REFERENCE NUMBER CONVENTIONS: SECTIONS OR ELEVATIONS SHOULD HAVE A LETTER REFERENCE NUMBER (A THROUGH ZZ). CALL 48 HOURS BEFORE YOU DIG ONE CALL 1-800-424-5555 REPORT ALL SPILLS DEPT. OF ECOLOGY 1-800-258-5990 CONTACT INFORMATION CONTACT COMPANY MIKE BENOIT CITY OF RENTON DAVE CHRISTENSEN CITY OF RENTON DAVE MCKINNEY CITY OF RENTON SHANE COUTY CITY OF RENTON MARK MILLER RH2 ENGINEERING DAVID BAISCH RH2 ENGINEERING ZEB BREUCKMAN RH2 ENGINEERING DAVID HONEYSETT POTELC01 P.S.E. KYLE KINNEY COMCAST POSITION PHONE WASTEWATER UTILITY ENGINEER (425) 430.7206 WASTEWATER UTILITY SUPERVISOR (425) 430-7212 WASTEWATER LIFT STATION TECH. (425) 766-4W9 WASTEWATER LIFT STATION TECH. (425) 766-6185 PROJECT MANAGER (425) 951-5372 PROJECT ENGINEER (425) 951-5426 PROJECT ELECTRICAL ENGINEER (425)951-5316 SERVICE CONTACT (253) 677-T726 CONSTRUCTION COORDINATOR (206) 255-2602 Sheet List Table Sheet Number Sheet Title Dwg No — COVER AND GENERAL NOTES COV 01 LIFT STATION MAP • NORTH C01 02 LIFT STATION MAP • SOUTH 002 03 MILL AVE. MANHOLE MODIFICATION DETAILS S01 04 LIFT STATION ACCESS HATCH GUARD DETAILS S02 05 ELECTRICAL MODIFICATIONS AT MILL AVE MANHOLE E01 HAZEN RESERVOIR RADIO REPEATER06 ELECTRICAL PLAN E02 07 HAZEN RESERVOIR ELECTRICAL DETAILS E03 08 WEST HILL RESERVOIR RADIO REPEATER E04 ELECTRICAL PLAN ABBREVIATIONS CB CATCH BASIN FM FORCE MAIN IE INVERT ELEVATION PVMT PAVEMENT RE RIM ELEVATION SSMH SANITARY SEWER MANHOLE TESC TEMPORARY EROSION AND SEDIMENT CONTROL TYP TYPICAL WMH WATER MANHOLE GALV GALVANIZED STL STEEL N o� ~ 0 >+�c Z y�4 Q � Z � W z Q W `O k �' a W S r' IY i w 0 U F, 4 SCALE: SHOWN r r 7 MAW ISfili SCALE Wh W aw W-Ak s r I ICOVI —)ro� < sE estina BE naE st � � BE T2. IN s� i ^ \ i 1-- BE nEa st / /'�`az 4 e ^ ! 70tlt st : � at ndd s, B b,dsr ^ e fi ; W y Legend H d co s3E - - d ie < I a 1 i� H.1:dn:..d y. SE 13,E PI s BE R R Reservoirs tree• Se W s4 - �/ 1 BE • . 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S; ' It I67M PI a t yrn St m,.d Manhole Address Sf IRMS, W O C F £ SE crnp 3t • . • '-a = • : fi SE 16/q PI c Main Ave 514-620 Main Ave I EAST ALLEY g 3E,70Mm . ' SE,:eM3: ° , �g Mill Ave 5 436-500 Mill Ave S € m - 3 - sw]aMst s a 3 - 3S5g3fjj1f1�93E � YE 172ne 51 w3 SF I:Ind 11 �, ' %E a SE,Tt st F+ ` � 3 Lift Station Address d slEd'91 Sf SE 17111 St t. : af)2ytlp, 'Ok Cottonwood 2101 Maple Valley Highwayj. q 337M3I 9�fa"St 6 SE Mal ' J 337MR e at -�.. �°� East Valley 3371 East Valley Road SW lfm St 13iM Ct f ']! P•PwIURE Rd a 1 +..3F, Kensington Crest 3000 SE 8th Street - f Lind 1899 Lind Ave SW a sW stall 63F 1RM'. Oakesdale 1200 Southwest 16th Street JE,7dMl, �. 3E Shy Creek 14000Southeast 136th Street a Z �%1 SE t1CT St __.r.............�tmllst...ilt3.e31 at 1(Saog01 : ♦♦ �3E1Q0M5t a !E 17iM • Talbot Crest 2511Talbot Crest Drive S _ - z � � O� ' J b t( SE 111ay1 ^ ♦ ♦ 9Idap ♦♦ SE 1t1se P1 p7 a •. B..n �,, 4 L IJJ at Z; f • �s .]m vl SE laws � F 7 � SE lend vl Vicinty Map rE. i � ,0 a E.n n "9 SE lift S, - I.��tl pr SE,i S, lC IdAtl It .E 15Nt3, titq N 4� / JE 'It" n a y41M SI - SE 115. SI Eana Palk ; SE 1♦rt I sE h '•f IpMR """"' Ii E •. r e E • 1 a n 31] SE 1SVI >! / I 6 t �'0 3E Renton Ctr 8o,^J3. 1161, Pi """t ♦ sL i F b _5 a Y 51i'1n 51 / St ^ • Manh— R• a 1 ' dSRt%t iE ,t7q S. eJ n W ,dlM pr� ^^ T JE SE 11'p 41 •r •I• 1 1 < C SE UM at 1 M If. St m SE IyM p, Sewer Lm Stations ♦ S£ a a� E • / a 52nd 31 a , ; ; n sE 1MEt V1 SE 11p 31 9 a E m IERE;�_I a S 190M 5; �SE SCALE: 1._1f5W tiff St i SSvtl v1 _E 6'+� tl.,n P. SE 111a St 1 £ ` �.1'• C OIMRIY SPAESGYEMEN a 1 S I9: �Ic i a - -- Stf2nd 31 ik•��rr��•••7P1r]RIr9T-•------------------ 1--- SE IVnd St i 1 1 s 1 a - A"AEAWIIEST - _ • 3ourceR Esn. HERE. Dalame U (15 Ift—P n<remen PC m NR AN. Est Japan. METI, Ev CM1na ^ng knnpl En ITnaAarbl. TomT Mapn j— > OpmStcetaaP enrNroulcn. r J pe GIS Urr Go-1, CO2 02 EXISTING MANHOLE LID W1 STANDARD COVER LOCATED IN CENTER OF PUBLIC STREET, TRAFFIC CONTROL REQUIRED DURING CONSTRUCTION EXISTING ASPHALT PAVEMENT EXISTING W ID MANHOLE NOTE EXISTING AIR INTAKE PLUS LIGHTING AND FAN CONTROL SWITCH SET AT BACK OF SIDEWALK EXISTING ELEC _ EXISTING 10' GALV. JUNCTION BOX. STL AIR INTAKE TEE, DO NOT DISTURB APPROX. EXISTING AIR INTAKE FAN TO BE REMOVED AND DISPOSED 35:- „ Tn•s �� 112.00 NOTE: REMOVE AND PROPERLY DISPOSE ALL EXISTING INTERIOR LIGHTS AND CONDUIT INSIDE MANHOLE, GROUT PLUG PENETRATIONS. EXISTING LIGHTS ARE WALL MOUNTED 10 FEET ABOVE EACH LANDING AND BOTTOM OF MANHOLE EXISTING AIR INTAKE FAN TO BE REMOVED AND DISPOSED, 2 LOCATKXNS - MILL AVE MANHOLE AND MAIN AVE S MANHOLE. SEE DWG NO. E01 FOR WORK AT MAIN AVE. S MANHOLE, EXISTING STEEL GRATING TO BE REMOVED, CUT AS NEEDED TO BE REMOVED THROUGH ACCESS LID, TYP. 92.00� EXISTING GRATING SUPPORT TO BE REMOVED, TYR EXISTING STEEL ACCESS LADDER TO BE REMOVED, CUT BOLTS FLUSH AND GROUT DEPRESSIONS, TYP. EXISTING 38' CASING EXISTING 10' DI SEWER PIPE EXISTING 10' DI SS PIPE EXTENDS VERTICAL TO TOP OF MANHOLE EXISTING MANHOLE ELEVATION EXISTING ASPHALT PAVEMENT EXISTING W ID MANHOLE PROPOSED FRP GRATING, SEE GRATING SECTION FOR DETAILS, TYP. OF 2 PROPOSED GRATING SUPPORT. TYP. PROPOSED FRPACCESS LADDER PER DETAIL PROPOSEDFRP GRATING, TYP. PROVIDE . 1 MANHOLE FOR LADDER1 EXISTING SEWER PIPE, TYP. PROPOSED JUNCTIONEXISTING ELECTRICAL •. BOX TO: 1 SEE 1 CUT GRATING AS NEEDED TO'�. ' EOI FOR DETAILS THROUGHNO. FIT , �. "v4ri0•i•••ii i ,. i:••i`i • •' •' • 1 • ��•iiiss••s•••••iiiii•�•isi•�, •• si••'•ti�i••i •••s i•••••••••i s's7❖.❖s'❖.❖.❖.•�••,•�•}••�.:r•1t. PROPOSED ••••••••••••�•.•• CONNECTION, TYP •.• CONFINED ' AND APPURTENANCES, PER �r .• rs sss............ • ...., NO z1v DETAIL THIS SHEET. �BLOWER EXISTING l(rDI SEWER PIPE•dsss'•s0'.O'O�s'OOO�s'r: a 1 �•• •�• • ��•�•••. •�••••r••..p�pi0 .: r'+ r't•J•D'II�• y>%/��%�%� I',r9ili4�'••i•ii I I -BEAM SUPPORT, TYP OF 2 v-••.vlr�.rrr• w«-vv«fir 5.. PROPOSED ACCESSLADDER GRATING Wl HOLD DOWN CLIPS EQUAL TO °••'. iii ii iiiiii• EXISTING ,I •OOOi•10'O MANHOLEACCESS PLATFORM NOTES: 11 PROPOSED •1' EXISTING 10'AIR MANUFACTURED BY STRONGWELL IF A DIFFERENT PRODUCT IS ANGLE FOR GRATING VENT PIPE PREFERRED, CONTRACTOR SHALL SUBMIT WITH REDESIGNED SUPPORT, SUPPORTS1 ENGINEER FOR APPROVAL SUPPORTDIMENSIONS ARE APPROXIMATE,• •- TO PROPOSED GRATING SECTION FIELD VERIFY PRIOR TOFABRICATION. FRP MEMBERS MAY BE ^1 sl1 O FIELD CUT TFRIP GRATING PER PLAN FRIP ANGLE SST L4`x3*x%)ff-4' I.' SUPPORT rr , Yelo SST CONCRETE DIST. TYP_ pF 1. �p CONCRETE WALL %' SST BOLTS IN a LONG SLOTTED HOLES, TYP 4' FRP I -BEAM GROUT PAD BETWEEN BRACKET AND CONCRETE I -BEAM CONNECTION 8 2' _ ,'-O' S(li ��ppyy� MIN gg: I BEAM WEB I -BEAM BOTTOM FLANGE SST ANGLE BRACKET GROUT PAD SECTION A -A 2- _ V-0- EXISTING 10' GALV STL AIR INTAKE TEE EXISTING 36' CASING PROPOSED REMOVABLE 8'x10' REDUCER EXISTING 10' E PROPOSED 8' C . Ir LE TH SEWER PIPE DUCT, MIN. 6' LENGTH CONTRACTOR SHALL PURCHASE AND _1 PROVIDE ONE NEW PORTABLE ELECTRIC CONFINED SPACE BLOWER FOR CITY,120 VOLT, EXPLOSION PROOF, MIN. Y4 HP AND 1,500 CFM, WITH CORD AND PLUG LONG ENOUGH TO REACH RECEPTACLE. PROPOSED MANHOLE IMPROVEMENTS EXISTING SIDEWALK Tn1 I I PORTABLE BLOWER DETAIL NOT TO SCALE GROUTPADAT CONNECTION (f V SST CONCRETE ANCHORS EMBEDDED3' INTO CONCRETE WALL WALL SUPPORT CONNECTION 0 Q IQ LQ 4 :�.. W O H = W > a J_ 0 12' 7, Y MANHOLE OPENING � j LARGE BRACKETS W 3 CONCRETE ANCHORS AT 1 TOP OF LADDER Y SQUARE TUBE SIDE RAILS, ALL JOINTS AND RUNGS SHALL BE EPDXIED AND RNETED. tY' DIA x 18' FLUTED RUNGS s NOTES: 11ADDER AND BRACKETS SHALL BE FRP $ WITH STAINLESS STEEL HARDWARE. 12' O.C. TYP. ` 2. LADDER MUST MEET CONSTRUCTION REQUIREMENTS OF OSHA 1910.27 TYP STANDOFF MAO" 1 @ 8•-0' MAX O.C. 3j' SST CONCRETE R ¢ i N Z O N cc a ANCHORS, EMBED 3' INTO ]1 WALL, TYP R R PROPOSED REMOVABLE AIR -TIGHT END CAP FLOOR MOUNT BRACKET It /� SECURE WITH %' CONCRETE MAX ANCHORS e a r± 6 r e a PIPE EXTENDS MANHOLE ACCESS LADDER T9, TO MANHOLE NOT TO SCALE SCALE: SHOWN v r DWW 15 HA,. ev11�s MU WOW z r S01 03 LIFT STATION ACCESS HATCH GUARD SCHEDULE No. LIFTSTATION NAME SALVE VAULT HATCH (FT) DOOR TYPE GUARD TYPE WE WELL HATCH (FT) DOOR TYPE GUARD TYPE L OTHER HATCH (FT) DOOR TYPE GUARD TYPE Z OTHER HATCH (FT) DOOR TYPE GUARD TYPE 3. OTHER HATCH (FT) DOOR TYPE GUARD TYPE 1 BAXTER 4 x 6 [31 DOUBLE RAILING 5 x 6 [2.5] DOUBLE RAILING 2 COTTONWOOD 4 x 6.5 [2] DOUBLE RAILING 4 x 6.5 [2] DOUBLE RAILING 3 DENNrS T DEEP SINGLE NONE 3 x 4 [21 DOUBLE POST 4 DEVILS ELBOW 4 x 6 5121 DOUBLE RAILING 6 x 6.5 [3] DOUBLE RAILING W W 2nd hatch - 5 x 5.5 [2.5] DOUBLE RAILING 5 EAST VALLEY 3.5 x 4141 SINGLE POST 4.5 x 6 [3] DOABLE RAILING 6 KENSINGTON CREST 4.5 x 6131 DOUBLE RAILING 4.5 x 8 [41 DOABLE RAILING 7 LAKE WASHINGTON BEACH 5.5 x 6 (6) SINGLE POST 4.5 x 5.5 [4.5] SINGLE POST 8 LAKE WASHINGTON FLUSH 5 x 5.512.51 DOUBLE RAILING 4x4.5121 DOUBLE RAILING B LAKE WASHINGTON NO.2 4 x 6 [21 DOUBLE RAILING 4 x 6 [2] DOUBLE RAILING 10 LIND 4 x 5 p.51 DOUBLE RAILING 5.5 x 7 [2.75] DOUBLE RAILING V V 2nd hatch - 4 x 512.9 DOUBLE RAILING 11 LONG 4 x 6.5 [2] DOUBLE RAILING 4 x 6.5 [2] DOUBLE RAILING 12 OAKSDALE 3 x 5.5 [5.5] SINGLE POST 3 x 4.5 [3] SINGLE POST V V 2nd hatch - 3 x 5.5 [5.5] SINGLE POST W W 2nd hatch - 3 x 4.5 [3] SINGLE POST 13 SHY CREEK 4.5 x 6 [31 DOUBLE POST 5.5 x 6 [3] DOUBLE RAILING 14 STONEGATE 4 x 6.5 j21 DOUBLE RAILING 4 x 8 [21 DOABLE RAILING V V 2nd he" -4.5 x 6 [31 DOUBLE RAILING Overflow vault hatch - 4.5 x 6 [31 DOUBLE RAILING Overflow vault hatch - 4.5 x 6 [3] F DOUBLE RAILING 15 TALBOT CREST 4.5 x 6 [31 DOUBLE RAILING 6 x 6.5 [31 DOIBLE RAILING Midge hatch is 1' deep elec. SINGLE NOW 16 WEDGEWOOD 4.5 x 6 (31 DOUBLE RAILING 7 x 8 [3.5] DOUBLE RAILING 17 WESTVIEW 4.5 x 5 [2.5] DOUBLE RAILING 2.5 x 3 [2.51 SINGLE POST SCHEDULE NOTES: i. ACCESS HATCH DIMENSIONS SHOWN ARE APPROXIMATE. 2. NUMBER N [BRACKETS] IS THE HATCH HEIGHT WHEN OPENED. 3. POSTS AND CHAINS SHALL BE PROVIDED FOR ALL HATCHES REQUIRING POST SYSTEM. 4. TWO SETS (DETAIL SHOWS ONE SET) OF FALL PROTECTION RAILS THAT ADJUST WITH SAFETY CHAINS SHALL BE PROVIDED TO FIT ALL LIFT STATION ACCESS HATCHES REQUIRING RAIL TYPE SYSTEM. 0 DENOTES SAFETY POSTS WILL BE STORED AT EACH LIFT STATION SITE %' 0 ALUMINUM PIPE W/ 6' STUB FOR SLEEVE, TYP. 4'$ TYP. }' SST SAFETY CHAIN WITH }• SST SST EYE BOLT SNAP HOOK EA SIDE, TYP FOR CHAIN C $ ATTACHMENT HATCH FRAME TO SLEEVE SST CONCRETE IN LOCATIONS WHERE THE ACCESS HATCH ANCHORS. EMBED W IS OVER 42' TALL, THE EYE BOLT CAN BE 7 ALUMINUM INTO FACE. 6 INSTALLED DIRECTLY ON THE INSIDE OF PIPE, TYP OF 4 PROVIDE NYLON 2' 0 ALUMINUM PIPE WI6' AA 47 MIN. THE ACCESS HATCH AND THE POST AND WSTUB FOR SLEEVE, TYP. A�py ISOLATION KIT BETWEEN Y MAX. SLEEVE CAN BE OMITTED ON THAT SIDE. IhpgA STEEL AND ALUMINUM, Y 2Y? O SLEEVE p ppo4 8�0 ¢ 4 70 MAX. 7 pppGpppO ppl 6' LENGTH ALUMINUM SLEEVE W/ o0p0�povp o- 4 do0 END CAP, WELDED TO HATCH p �1 STIFFENER, TYP. C p p��pd�pG�oG O p , z i pQ p`A p �p ,�2 T1P. }' SST SAFETY CHAIN, TYP. � 0 b Yppvp�p¢p9 2)V 0 SLEEVE 'SST SNAP HOOK 70SLEEVE 0�� Ap-,-6p��0 VOL I.V _ - ATTACHED TO RAIL, TYP. �pI d� NOTE: 1. INSTALLED SLEEVES SHALL NOT INTERFERE WITH HATCH OPERATION OR CLOSING. LOCATE SLEEVES AS CLOSE TO THE EDGE OF THE HATCH AS POSSIBLE. 2. THE 2- AND IY,' DIAMETER SLEEVES SHALL BE PLACED IN THE SAME ORIENTATION ON ALL HATCH SIDES, SO THAT ALL SLEEVES FIT THE ADJUSTABLE RAIL. 3. SAFETY CHAIN SHALL COVER 2 SIDES OF HATCH OPENINGS, LENGTH AND SAFETY LATCH SHALL BE ADJUSTABLE TO FIT ALL HATCHES REQUIRING RAILING SYSTEM AS NOTED IN TABLE. ACCESS HATCH GUARDS - RAILING AND CHAIN NOT TO SCALE Y4' ALUMINUM PL WELDED '[ 5' TO HATCH FRAME ALUMINUM SLEEVE MOUNTED TO INSIDE OF HATCH OPENING LOCATE SLEEVE TO AVOID INTERFERENCE WITH HATCH LID STIFFENERS VARIES" ALUMINUM POST o �g w v a v N J N W H W o� zCr 0 /QRR V 3 ki aU Cf)r LL MOUNTING DETAIL ] h N 2 2}' 0, K' THICK Z ALUMINUM SLEEVE, Ir N LENGTH WITH END CAP V PL END CAP R NOTE: 1. ALL HARDWARE, FASTENERS, AND CHAINS SHALL BE STAINLESS STEEL, POSTS s 3 SHALL BE ALUMINUM. t; 2. CONCRETE ANCHORS SHALL USE HILT] HIT-500-SD EPDXY. Y 3 3. LOCATE SLEEVES TO NOT INTERFERE WITH HATCH CLOSING. 4. SAFETY CHAIN SHALL COVER THE OPEN 3 SIDES OF HATCH OPENINGS FOR HATCHES TALLER THAN 47 AND ALL 4 SIDES FOR HATCHES SHORTER THAN 47. ACCESS HATCH GUARDS - POST AND CHAIN SCALE: SHOWN o r cvwwanuacvE*a W116lI S02 04 EXISTING 3-WAY LIGHT SWITCH TO BE REMOVED '< PROPOSED CIRCUIT B BREAKER IN NEMA 3R �l ENCLOSURE,120 V,15 4Rl� 3 AMP, 1,, 10,000 KAIC. c SIEMENS OP OR EQUAL. CUT BACK BLACKBERRY N a' y BUSHES AND FOLIAGEAS COMP 1 � NECESSARY TO COMPLETE PROPOSED 2-GANG WORK. PROPERLY DISPOSE OUTDOOR RECPTACLE y = 8 •� ti c OF WASTE. CONTAINING TWO 120 V �►�� DUPLEX 20 AMP GFCI RECEPTACLES. 1 EXISTING CONDUIT AND CONDUCTORS, TO BE REUSED . EXISTING POST, E TO BE REVISED. EXISTING CONDUIT CONTAINS (3) - #10 CONDUCTORS PROPOSED WHILE IN USE TO BE REUSED. EXISTING CONDUCTORS ARE PART WEATHER PROOF COVER. OF AN EXISTING LIGHTING CIRCUIT INSIDE THE PAD -LOCKABLE. E" MANHOLE, TO BE ABANDONED. INSTALL PROPOSED Ems, Z N JUNCTION BOXES AND CONDUCTORS INSIDE THE Q W Z MANHOLE AS NECESSARY TO CONNECT POWER, V NEUTRAL AND GROUND CONDUCTORS FROM THE ; O Lu PROPOSED CIRCUIT BREAKER TO THE EXISTING POWER SUPPLY WHICH IS CURRENTLY SERVING THE Z Q O LIGHTING CIRCUIT. d ( qr U Z PROPOSED GRS CONDUIT �' Z ac CONTAINING (2) - #12. (1) #12 �Q Z 0 C EXISTING SEAL OFF. DO NOT DISTURB. GRD CONDUCTORS O = Q W EXISTING 3-WAY LIGHT SWITCH AT v a Q MILL AVE MANHOLE Q NOT TO SCALE PROPOSED ELECTRICAL EQUIPMENT AT MILL AVE MANHOLEcc 2 1/4' = 1' f W EXISTING SWAY LIGHT EXISTING SEWER VENT, MODIFY W SWITCH, TO BE REMOVED ONLY IF REQUIRED FOR PORTABLE o EXISTING ELECTRICAL CONDUIT AND � h� BLOWER DETAILED ON DWG. S01. EQUIPEMENT TO BE REMOVED AND DISPOSED OF, TYP. Yr, 71¢4 aF+. � X c.. •``. .« EXISTING VENTILATION FAN f 1 TO BE REMOVED AND 2 .: ;, c7L DISPOSED OF T c , . v y fA Z ► O R R EXISTING SEWER VENT AT MILL AVE^ EXISTING MAIN AVE MANHOLE MANHOLE NOT TO SCALE SCALE: SHOWN NOT TO SCALE v r 7 AM IE49Urt57 OMG M0: 4EFTI10.: E01 05 oB POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES OPt EXISTING DISTRIBUTION PANEL EXISTING RADIO REPEATER PANEL 3/4' (2) - /12, (1) - /12 GRO CONNECT PROPOSED CONDUCTORS TO EXISTING SPARE CIRCUIT BREAKER o» m H o 0 � ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10' MINIMUM Cc BEND RADIUS. EXISTING RESERVOIR Q [� W 2. CONTRACTOR SHALL MAINTAIN EXISTING RTU OPERATIONS ! ! JOa ROOF JUNCTION BOX 92 THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL COORDINATE L� W THEIR WORK WITH THE CITY S TELEMETRY PERSONNEL THROUGH O w THE ENGINEER A MINIMUM OF TWO (2) WORKING DAYS IN ADVANCE a OF WORKING ON THESE COMPONENTS. INTERRUPTION OF RTU +i , W OPERATIONS REQUIRES PRIOR APPROVAL FROM THE CITY'S = W Z TELEMETRY PERSONNEL SYSTEM DOWNTIME SHALL BE MINIMIZED EXISTING RADIO AND LIMITED TO HOURS MAXIMUM. DOWNTIME SHALL NOT BE REPEATER PANEL, SCHEDULED ON A FRIDAY. TO BE RELOCATED EXISTING PANEL, J313 C Q Q J TO BE REMOVED. O Q V Jz V 'r > U t• CC W W 3� w Nw EXISTING WASTEWATER (jJ SCADA ANTENNA / , Ip 4 l TO PROPOSED RADIO Z REPEATER LOCATION IN W � EQUIPMENT BUILDING. SEE DWG NO. E03 FOR - MORE INFORMATION. Y 'z J _ EXISTING RESERVOIR JJ ROOF JUNCTION BOX 01 STAIRWAY ACCESS O s b PLAN VIEW OF HAZEN RESERVOIR' v iU 4 SCALE: SHOWN v r z MAWXl ISRU WU WMV B4i 1FAC.RES T DNG O — E02 06 . INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES J1A EXISTING RADIO REPEATER PANEL EXISTING SPARE CONDUIT 'J1 B' STUB UP 2 1/2" (1) 7/g' HELIA% CABLE PROPOSED CONDUIT AND CABLE. JIB EXISTING SPARE CONDUIT 'JIB' STUB UP EXISTING RESERVOIR ROOF JUNCTION BOX NO I }' (I) 7/8' HELIAx CABLE, (2) SHIELDED ETHERNET CABLES ROUTE PROPOSED CABLE INSIDE EXISTING CONDUIT. J2 EXISTING RESERVOIR ROOF JUNCTION BOX NO I EXISTING RESERVOIR ROOF JUNCTION BOX NO 2 2 1/2" (1) 7/g' HELIA% CABLE. (2) SHIELDED ETHERNET CABLES PROPOSED CONDUIT AND CABLE COIL 25' OF SHIELDED ETHERNET CABLE INSIDE JUNCTION BOX 2. J}A EXISTING RESERVOIR ROOT JUNCTION BOX N0. 2 EXISTING CONDUIT 'J}B' 1 1/2' (1) 7/g' HEUA% CABLE PROPOSED CONDUIT AND CABLE. CONNECT i0 CONDUIT 'J38' AT BASE Q< STAIRWAY TO UPPER RESERVOIR ROOF PLAIFORAI. J78 PROPOSED CONDUIT 'J}A' EXISTING WASTEWATER SCADA ANTENNA 1 i/2' (1) 7/B' HELIA% CABLE ROUTE PROPOSED CABLE INSIDE EXISTING CONDUIT J4 EAST WALL OF THE EQUIPMENT BUILDING EXISTING SPARE CONDUIT 'JIB" STUB UP 1' (2) SHIELDED ETHERNET CABLES COIL 25' OF CABLE INSIDE THE EOUIP4ENi BUILDING FOR USE BY THE IT DEPARTMENT EXISTING RESERVOIR ROOF JUNCTION BOX #1. JUNCTION BOX IS LOCATED APPROXIMATELY 126 ABOVE GROUND. EXISTING CONDUIT "..�Jt 8 . CONTAINS PULL STRING STAIRWAY ACCESS POINT EXISTING CONDUIT STUBBED UP INSIDE EQUIPMENT BUILDING. EXISTING CONDUIT 3' PVC CONDUIT STUBBED UP IN BUILDING. HAZEN RESERVOIR ROOF JUNCTION BOXES NOT TO SCALE NORTH WALL OF EXISTING BASE OF HAZEN RESERVOIR NOT TO SCALE i^ 2 J M� JIB EQUIPMENT BUILDING INTERIOR NORTH WALL NOT TO SCALE EXISTING WASTEWATER SCADA ANTENNA, EXISTING RESERVOIR ROOF PLATFORM. INTERCEPT EXISTING CONDUIT J3A WITH PROPOSED CONDUIT die AT THIS LOCATION. RADIO REPEATER PANEL, TO BE DISCONNECTED AND RELOCATED REMOVE EXISTING MOUNTING BRACKETS HAZEN RESERVOIR ROOF PLATFORM NOT TO SCALE ELECTRICAL NOTES 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10' MINIMUM BEND RADIUS. 2. TERMINATE CONDUITS mi AND j< 8' ABOVE THE EXISTINGCONDUIT'nB STUB UP. ROUTEPROPOSED CONDUCTORS FROM CONDUITS J AND ACROSS THE GAP AND INTO CONDUIT J18 . 3� 3. TERMINATE CONDUIT de ON THE EAST WALL OF THE EQUIPMENT BUILDING AND COIL 25' OF EACH CABLE AT THE END OF THE CONDUIT FOR USE BY THE CITY S IT DEPARTMENT. zz 4. SEE DWG NO. E02 FOR CONDUIT AND CONDUCTOR SCHEDULE. EXISTING RESERVORI ROOF JUNCTION BO) PORTION OF EXISTING CONDUIT' L TO BE REMOVED EXISTING CONDUIT, TO BE REMOVED. INTERCEPT EXISTING CONDUIT J WITH PROPOSED CONDUIT d3A . 1. IAdfl_.. _...._�..., PORTION OF EXISTING _ CONDUIT ( _? ' TO BE REUSED PROPOSED LOCATION OF EXISTING RADIO ill _ EXISTING REPEATER PANEL. DISTRIBUTION PANEL MOUNT TO EAST WALL AND CONNECT TO d POWER SOURCE. EQUIPMENT BUILDING INTERIOR SOUTHEAST CORNER NOT TO SCALE j OF RADIO REPEATER, HAZEN RESERVOIR NOT TO SCALE EXISTING PANEL, TO BE REMOVED AND RETURNED TO CITY. EXISTING WASTEWATER SCADAANTENNA it z� sN V O tr J Q v�cc U rw0 ;s 1% U W a W Ati T cc Jcn VqQ � W W N Q W 4$ Z W x Off\ !i W 2 0 U) W a a d � SCJLLE: SHOWN DRANM s F.il SCAE ■MW w WARMS? ING M7 E03 1 0708 EXISTING A� N WASTEWATER SCADA ANTENNA �t.4 EXISTING RADIO REPEATER PANEL, h ELECTRICAL NOTES TO BE RELOCATED >' c 1. ALL INSTRUMENTATION CONDUITS SHALL HAVE A 10' MINIMUM BEND RADIUS. ti a EXISTING JUNCTION BOX J 1 EXISTING ELECTRICAL EXISTING RADIO REPEATER J B ENCLOSURE. Z PANEL AND ANTENNA o ao gN01 TO SCALE 4EXISTING a RACEWAYS u. � V CONTAINING - _ �� u k- O ARE EXISTING SP> IxCONDUIT; I / PROPOSED LOCATION 0 W U / OF EXISTING RADIO Q � W LLJ J \ REPEATERPANEL. \ \ AA SEE DETAIL, THIS (r CC W SHEET. Vj J J2 ai W SCOKANTERNNA d EXISTING ROOF ACCESS PROPOSED 2' PVC CONDUIT L% ui LANDING, APPROXIMATELY IW ROUTE PROPOSED CONDUIT * 3 ABOVE GROUND. ALONG BASE OF RESERVOIR p FROM PROPOSED RADIO REPEATER PANEL LOCATION WEST HILL RESERVOIR EXISTING �• CONDUIT OAR' ROUTING EXISTING RADIO TO INTERCEPTION POINT WITH REPEATER PANEL, EXISTING CONDUIT. NOT TO SCALE TO BE RELOCATED INTERCEPT EXISTING PROPOSED EXISTING CONDUIT JIB WITH LOCATION OF DISTRIBUTION PROPOSED CONDUIT EXISTING RADIO \ EXISTING oasnNG ACCEss A AT BASE OF _ REPEATER PANEL al / PANEL'B' JUNCTION BOX TO STAIRWAY RESERVOIR It E l - • EXISTING UPS. POWER DII°s. PLAN VIEW OF WEST HILL RESERVOIR REPEAE - - - JIB INSTALL CORD PLUGS ON CONDUCTORS 1/4- - i'-O- "/ FOR CONNECTING TO THE UPS. z o • Tn • W S v I 'JIA � R r-. `- ✓' k• by 3 S a WEST HILL RESERVOIR PROPOSED PROPOSED RADIO REPEATER SCALE: SHOWN CONDUIT "JIA" ROUTING PANEL LOCATION P OmwG 6 flU 9XF IMBI r NOT TO SCALE NOT TO SCALE aw �a7 011G N0: 91ffI,q.: E04 08 POWER CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (O.iANTiir) CONDUCTORS NOTES PI EXISTING UPS E%IS11NC RA010 REPEATER PANEL J/A' 120 VAC CORD PLUG CONNECT PROPOSED CORD PLUG TO UPS INSTAUMENTATNHI CONDOR AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION TRADE SIZE (WANTITY) CONDUCTORS NOTES JIA EXISTING RADIO REPEATER PANEL EXISTING CONDUIT 'JIB 2' (1) 7/B� HELIAX CABLE PROPOSED CONDUIT AND CABLE. CONNECT TO CONDUIT J1 B' AT BASE OF RE5ER401R. Jib PROPOSED CONDUIT 'J1 A' EXISTING JUNCTION BOX 2' (I) 7/8' NEUAX CABLE ROUTE PROPOSED CABLE INSIDE EXISTING CONDUIT CONNECT i0 PROPOSED CONDUIT AT BASE OF RESERVOIR J2 EXISTING JUNCTION BOX EXISTING WASTEWATER SCADA ANTENNA HA (I) 7/B' HEUA% CABLE SECURE CABLE TO EXISTING ANTENNA MAST