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16-111 - Titan Earthworks - Andover Park East Water and Sewer Replacement
16-111(m) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 13 DATE: 08-22-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 (IA) PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change order formalizes the negotiated settlement for all disputed work on the project and closes out remaining payments due the contractor in any form. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. 1 t y// v Contractor: Titan Earthwork Title PrijC`-- 144A at $ 3,504,684.14 APPROVED BY THE CITY OF TUKWILA Date a - 31- It. ACCEPTED: Date By Original Contract (without tax) Previous Change Orders $ 403,742.52 \. / This Change Order (without tax) $ 198,959.00 / By REV. CONTRACT AMOUNT $ 4,107,385.66 v Previous Contract Time: 207 Additional Contract Time for this Change Order: 11 Updated Contract Time: 218 City Engineer v Fe, RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File 1- U 1- a oz./'S (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order formalizes the settlement for all disputed work on the project and finalizes payment for all outstanding items of any character or kind. See attached Exhibit B for the final settlement offer accepted by both parties. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as approved by the Engineer. MEASUREMENT AND PAYMENT This chanoe order creates one new lump sum item under the Roadway Schedule. Settlement Issue Cost Disputed Items — Tracked by Force Account (See Email) $115,640.92 Disputed Items — Demob/Remobilization Sewer Equipment $27,832.66 Disputed Items — Additional/Extended Dewatering Costs $55,485.42 Change Order Total = $198,959.00 CONTRACT TIME Contract time shall be extended by eleven (11) calendar days as a result of this change order. This compensates for each of the days spent on the additional/disputed work that was tracked by Force Account. CO #13 - EXHIBIT B RE: Settlement offer for APE Henry Hash Fri 8/17/2018 3:51 PM To:Steve Greiling <Steve.Greiling@titanearth.com>; Cc:Hari Ponnekanti <Hari.Ponnekanti@TukwilaWA.gov>; Mike Ronda <Mike.Ronda@TukwilaWA.gov>; Good afternoon Steve: It was great talking to you on the phone yesterday and thank you for your follow-up e-mail today. I appreciate your sincerity, cooperation and willingness to work with us to close out the project, thank you. We agree with your new proposal for settlement. Mr. Mike Ronda will have the change order documents ready for your signature next week. We are looking forward to working with you on our future projects. Please don't hesitate to call me if I can be of any assistance. Thanks again and have a great weekend. Henry Hash Public Works Director Office: 206-433-0179 tukwilalogo2 From: Steve Greiling <Steve.Greiling@titanearth.com> Sent: Friday, August 17, 2018 12:55 AM To: Henry Hash <Henry.Hash@TukwilaWA.gov> Subject: RE: Settlement offer for APE Importance: High Good morning Henry. In light of the candor you have demonstrated to date, I would like to reciprocate by presenting the following as my bottom -line position with the hope this satisfies mutual reconciliation: • $27,832.66 4 Bare cost "Exhibit B" Demob/Remob — Updated herein to reflect ZERO added overheads or profits, including removal of any Superintendent time that we all know was consumed in the effort. 1% markup allocated for Performance -Payment -Retention Bond expenses • $55,485.42 4 Bare cost "Exhibit C" WA Park/Absher Impact — Same logic as Demob/Remob. • $1 15,640.92 4 Pending Entitlement — Hold as previously presented. $198,959.00 4 NET Resolution above items • Irrigation Claim (& minor landscape touch-up) -i City of Tukwila's risk management has already initiated the formal tender process to TITAN's carrier. As a result TITAN will handle this topic separately from the above. • Video Only Water Service & Sefnco HDD Conduits 4 Several weeks ago Mike and I were onsite at this location at which time he stated to me he would attempt to obtain Sefnco's as-builts, paper - trail (timecards?), or Jeff's photos from Sefnco's HDD installation. I am yet to hear anything back thus I assume he hasn't had much success. I will state that after Mike and I met I did open Sefnco's handhole which clearly indicates their Twin-2-inch conduits were bored northward starting at the southerly -edge (present-day "divot" in the planter grass) of the handhole with an HDD angle crossing TITAN's previously functional water service to Video Only. In my experience Twin-2-inch conduits would be routinely installed using a 6" diameter HDD boring (in order to pull both conduits at the same time rather than two independent HDD runs). Based on this visual I have little doubt Sefnco's HDD passes in relatively close proximity to TITAN's water service. Given TITAN's original lateral installation had several months of functional use at Tukwila's relatively high operating pressures, TITAN believes that Sefnco's HDD-related soil - heave created a point -load and/or concussive stress which became the root cause of this lateral failure. If absolutely necessary shallow and gentle hand excavation within the planter to the top of each lateral would define the separation distance. In the meantime until TITAN is proven guilty, City forces agree to take up any course of action for repair. If Tukwila insists TITAN perform this work, then TITAN's expectation would be that this work be tracked via T&M for Tukwila to pay TITAN via Change Order. In both instances TITAN would encourage Tukwila to pursue recovery via Sefnco. (Obviously my tune may change if Mike learn's that Sefnco has a substantiated defense and that some other type of outside influence created this failed condition.) I look forward to hearing from you soon. Cell 206-730-4873 — Cheers Onward, Steve Greiling www.TITANearthwork.com L I 1a!'�. s L PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricing Compiled: 8/16/2018 CONTRACT WITH: City of Tukwila Date Work Performed: N/A WORK DESCRIPTION: Exhibit B - Sanitary sewer related re -mobilization & resulting demobilization needed in 1st Qtr. 2017 as a result of fall 2016's cumulative issues clearly causing the APE team to extend into the November 2016 holiday shutdown. Change or Issue Tracking #: N/A Added Contract Days Requested: 2 LABOR COST HOURS RATE / HR TOTAL CLASSIFICATION REG. O.T. Double T REG. OT 1.5 Dbl OT COST DRIVER (TITAN) 20.00 $ 66.42 $ 94.57 $ 122.71 $ 1,328.40 TCS (2B+$3) 20.00 $ 56.59 $ 77.20 $ 97.82 $ 1,131.83 FLAGGER (Gr-IIA) 20.00 $ 49.56 $ 66.66 $ 83.76 $ 991.21 SUPER (Fixed) - $ 95.00 $ 95.00 $ 95.00 $ - FOREMAN (G2+$3) 20.00 $ 75.40 $ 101.22 $ 127.05 $ 1,508.00 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 OPERATOR (Lead) 20.00 $ 74.16 $ 99.36 $ 124.56 $ 1,483.27 OPERATOR (Typ) 20.00 $ 72.92 $ 97.50 $ 122.08 $ 1,458.42 $ TOTAL LABOR COST $ 10,295.98 EQUIPMENT COSTS HOURS CRG RATE TOTAL DESCRIPTION / CLASSIFICATION UTILIZED STANDBY UTILIZED STANDBY COST Solo -tractor w/End-dump (50,000# GVW, no trailer) 20.00 $ 63.15 $ 11.08 $ 1,263.00 Trailer, commercial tilt -trailer, 25-Ton maximums 20.00 $ 9.55 $ 5.45 $ 191.09 F-150 Truck, Light Duty (TCS or equiv.) 20.00 $ 11.38 $ 4.03 $ 227.60 F-350 Truck, Mid -level (light customization & equipped) - $ 13.23 $ 7.95 $ - F-550 Truck, Foreman (fully customized & equipped) 20.00 $ 30.80 $ 7.30 $ 616.00 Excavator John Deere/Hitachi 240/245 (200-class) 20.00 $ 110.89 $ 30.20 $ 604.00 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 210.00 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Compactor/Hoe-pack (100-class) 20.00 $ 11.09 $ 6.29 $ 125.88 Excavator, Cat 328D LCR (Heavy 200-class) 20.00 $ 129.95 $ 35.85 $ 717.00 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 210.00 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Loader, Deere 544 10.00 10.00 $ 55.51 $ 14.43 $ 699.40 Loader, Deere 644 10.00 10.00 $ 86.59 $ 37.29 $ 1,238.74 $ - TOTAL EQUIPMENT COST $ 6,440.31 MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION QTY: UNITS: $/UNIT: COST 3 ea - 8'x20' Steel Sheets 20.00 HR $ 7.74 $ 154.80 2 ea - 5'x8' Steel Sheets 20.00 HR $ 1.60 $ 32.00 2 ea - 8'x12' Steel Sheets 20.00 HR $ 3.96 $ 79.20 2 ea - 8'x20' Steel Trench Box 20.00 HR $ 20.88 $ 417.60 1 ea - 8'x6' Alumn Trench Box 20.00 HR $ 8.18 $ 163.60 1 ea - 8'x8' Alumn Trench Box 20.00 HR $ 8.73 $ 174.60 Traffic Control Devices 20.00 HR $ 34.95 $ 699.00 $ - TOTAL MATERIALS, RENTAL AND DISPOSAL $ 1,720.80 DIRECT SUBCONTRACTORS / OTHER TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST Glacier Drilling Mobilization Cost from Invoice 16-037-04 1.00 LS $ 4,850.00 $ 4,850.00 Glacier Drilling Demobilization Costs from Invoice 16-037-05 1.00 LS $ 4,250.00 $ 4,250.00 TOTAL SUBCONTRACTOR COST $ 9,100.00 DIRECT REIMBURSEMENT ADDITIONS / CREDITS TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST $ $ - TOTAL OTHER COST $ - LABOR - TOTAL DIRECT COST 0.0% 0.0% 0.0% 0.0% 0.0% $ 10,295.98 $ - LABOR MARKUP $ 6,440.31 EQUIPMENT - TOTAL DIRECT COST $ - EQUIPMENT MARKUP $ 1,720.80 MATERIALS/DISPOSAL - TOTAL DIRECT COST $ - USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) $ - MATERIALS/DISPOSAL/SERVICES MARK UP $ 9,100.00 SUBCONTRACTOR/OTHER - TOTAL DIRECT COST $ SUBCONTRACTOR/OTHER MARKUP $ - DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) 1.0% $ 275.57 GRAND TOTAL $ 27,832.66 L , PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricing Compiled: 8/16/2018 CONTRACT WITH: City of Tukwila Date Work Performed: N/A WORK DESCRIPTION: Exhibit C justifying TITAN's escalated dewatering necessitated by Absher & New West's errant discharges into the APE alignment heading north of SSMH#2. TITAN is not attempting to cover overheads nor profits, therefore only 1.0% markup is allowed to offset costs of the Performance, Payment, & Retention bonds. Change or Issue Tracking #: NIA Added Contract Days Requested: 2 LABOR COST HOURS RATE / HR TOTAL CLASSIFICATION REG. O.T. Double T REG. OT 1.5 Dbl OT COST TCS (2B+$3) 20.00 $ 56.59 $ 77.20 $ 97.82 $ 1,131.83 FLAGGER (Gr-IIA) 20.00 $ 49.56 $ 66.66 $ 83.76 $ 991.21 SUPER (Fixed) - $ 95.00 $ 95.00 $ 95.00 $ - FOREMAN (G2+$3) 20.00 $ 75.40 $ 101.22 $ 127.05 $ 1,508.00 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 $ 1,483.27 $ 1,458.42 OPERATOR (Lead) 20.00 $ 74.16 $ 99.36 $ 124.56 OPERATOR (Typ) 20.00 $ 72.92 $ 97.50 $ 122.08 $ $ TOTAL LABOR COST $ 8,967.58 EQUIPMENT COSTS HOURS CRG RATE TOTAL DESCRIPTION / CLASSIFICATION UTILIZED STANDBY UTILIZED STANDBY COST F-150 Truck, Light Duty (TCS or equiv.) 20.00 $ 11.38 $ 4.03 $ 227.60 F-350 Truck, Mid -level (light customization & equipped) - $ 13.23 $ 7.95 $ - F-550 Truck, Foreman (fully customized & equipped) 20.00 $ 30.80 $ 7.30 $ 616.00 Excavator John Deere/Hitachi 240/245 (200-class) 20.00 $ 110.89 $ 30.20 $ 2,217.80 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 260.00 Bucket, 45" to 55" (200-class) 10.00 10.00 $ 12.29 $ 4.22 $ 165.10 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Compactor/Hoe-pack (100-class) 20.00 $ 11.09 $ 6.29 $ 125.88 Excavator, Cat 328D LCR (Heavy 200-class) 20.00 $ 129.95 $ 35.85 $ 2 599.00 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 260.00 Bucket, 45" to 55" (200-class) 10.00 10.00 $ 12.29 $ 4.22 $ 165.10 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Loader, Deere 544 20.00 $ 55.51 $ 14.43 $ 1,110.20 $ - $ - TOTAL EQUIPMENT COST $ 7,915.48 MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION QTY: UNITS: $IUNIT: COST Traffic Control Devices 20.00 HR $ 34.95 $ 699.00 Fuel for Vacuum Pump - Estimated burn rate 1/2 gallon per hour over 60 days A $3/qal 1.00 LS $ 2,160.00 $ 2,160.00 $ - $ - TOTAL MATERIALS, RENTAL AND DISPOSAL $ 2,859.00 DIRECT SUBCONTRACTORS / OTHER TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST ProVac (Used to control drilling water at time of well installation) - Invoice #170103-025 8.00 HR $ 185.00 $ 1,480.00 Glacier Invoice 16-037-05 (Less demobilization charge) 1.00 LS $ 4,830.00 $ 4,830.00 Glacier Invoice 16-037-04 (Less mobilization charge) 1.00 LS $ 28,884.00 $ 28,884.00 $ - TOTAL SUBCONTRACTOR COST $ 35,194.00 DIRECT REIMBURSEMENT ADDITIONS / CREDITS TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST $ - $ - TOTAL OTHER COST $ - LABOR - TOTAL DIRECT COST 0.0% 0.0% 0.0% 0.0% 0.0% $ 8,967.58 $ - LABOR MARKUP $ 7,915.48 EQUIPMENT - TOTAL DIRECT COST EQUIPMENT MARKUP $ - MATERIALS/DISPOSAL - TOTAL DIRECT COST $ 2,859.00 USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) $ - MATERIALS/DISPOSAUSERVICES MARK UP $ - SUBCONTRACTOR/OTHER - TOTAL DIRECT COST $ 35,194.00 SUBCONTRACTOR/OTHER MARKUP $ - DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST $ - DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) 1.0% $ 549.36 GRAND TOTAL $ 55,485.42 U2oC s) sob er Drilling & Dewate m INVOICE TO: TITAN EARTHWORK Attn: Chris Pierce 1585 Valentine Ave SE Pacific, WA 98047 INVOICE NO. 16-037-05 CLIENT JOB NO. 1620 JOB TITLE SITE LOCATION 100 tic Wednesday, February 22, 2017 TERMS ANDOVER PARK TUKWILA, WA NET 30 DAYS 1 of 1 QUANTITY 1 EA 69 EA DESCRIPTION UNIT PRICE AMOUNT Receiv DEMOBILIZATION DECOMMISSIONING WELL POINTS ed FEB 2 7 2017 TITAN Earthwork. LLC THANK YOU FOR THE BUSINESS: Glac6 ier Drilling DE Watering Olympia, WA 98513 TERMS: NET 30 DAYS PAST DUE INVOICES ARE SUBJEST TO LATE CHARGE OF 1.5% PER MONTH. $4,250.00 $70.00 I t-i-e.n H cri SUBTOTAL 9.3% SALES TAX TOTAL DUE $4,250.00 $4,830.00 $9,080.00 $9,080.00 (is) sob C/d-o \VT' er Drilling & Dewate in INVOICE TO: TITAN EARTHWORK Attn: Chris Pierce 13806 16TH ST E SUMNER, WA 98390 Tuesday, January 24, 2017 INVOICE NO. CLIENT JOB NO. JOB TITLE SITE LOCATION TERMS 16-037-04 1620 ANDOVER PARK TUKWILA, WA NET 30 DAYS 1 of 1 QUANTITY DESCRIPTION UNIT PRICE AMOUNT 1 EA MOBILIZATION & NOI START CARDS $4,850.00 $4,850.00 69 EA WELL POINTS $270.00 $18,630.00 1 EA/MO VACUUM PUMP $3,250.00 $3,250.00 824 LF HEADER AND DISCHARGE $8.50 $7,004.00 Receiveci SUBTOTAL $33,734.00 JAN 3 j 2017 9.3% SALES TAX TITAN Earthwork, LLC TOTAL DUE $33,734.00 THANK YOU FOR THE BUSINESS: Glacier Drilling & Dewatering 10306 35th Lane SE Olympia, WA 98513 TERMS: NET 30 DAYS PAST DUE INVOICES ARE SUBJEST TO LATE CHARGE OF 1.5% PER MONTH. SERIAL LETTER NO.: 005 Contract No. 16-111: Andover Park East Water Main and Sewer Replacement Project #99940103: Closeout — Outstanding Issue Resolution Date: 08/08/18 ATTN: Mr. Henry Hash, TITAN reviewed Tukwila's offer outlined in Mike Ronda's 07/20/18 email at 3:11 PM (provided herein as exhibit for ease of reference) and we are pleased to see the efforts that the City is making to understand TITAN's position and equitably account for the magnitude of changes encountered throughout this challenging project. The purpose of this letter is to present TITAN's position with the open dollar amounts that remain in what has been casually referred to as the outstanding "Pending Entitlement" Force Account issues and, in the spirt of cooperation, beginning with Serial Letter #003 evolving through Serial Letter #004 the residual balance that TITAN feels compelled to pursue. "Pending Entitlement" Force Account: TITAN had previously submitted the "pending entitlement" Force Account related issues (cumulative total of $115,640.92) with clear calculations and the supporting backup documentation. Tukwila responded with a spreadsheet table totaling $109,493.83 that was briefly discussed during our combined teams' most recent meeting at City Hall however no backup information or detail was provided justifying Tukwila's deductions. Absent evidence clearly warranting Tukwila's line -item deductions due to a TITAN entry error, TITAN stands by our originally presented total of $115,640.92 which is used herein as TITAN's baseline to diplomatically initiate reconciliation. Serial Letter #004 (dated 01/03/2017): Cost Issue #1: Remobilization and demobilization of sewer equipment and support items. • While TITAN was originally forecasting added costs associated with an additional month+/- of sewer impacts, assuming the "Pending Entitlement" items are paid at $115,640.92, we would agree to close out the sewer impacts without further evaluation of base contract production losses. TITAN believes these sewer -specific remobilization costs remain justified due primarily to the cumulative burden resulting from approximately 38 compensable field tracking events in only six -weeks (October 3`d leading into the mid -November 2016 holiday shutdown — working four nights per week we were essentially averaging 1.5 significant issues per shift), ultimately translating into a value exceeding $225,000. Specifically although TITAN believes the domino -effect of so many differing site conditions eroded base contract productions beyond the hours captured via Force Account proposals and necessitated additional extended overhead costs to properly manage the magnitude of changes, if Tukwila is to accept our proposal TITAN will not expand our production - based claim. The only remaining costs associated within Issue #1 not captured within the pending entitlement change estimates would be sewer -related re -mobilization and subsequent demobilization, as follows. • Exhibit B herein — Remobilization & Demobilization — Justifies TITAN's Request for Equitable Adjustment resulting from the cumulative impacts extending Sewer -related critical path into 2017. TITAN respects the City's "10,000-foot-level" commercial and political interests to hold -firm on achieving the Andover Park East (hereinafter "APE") 2016 holiday shutdown, ultimately culminating Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production in Tukwila issuing a written directive on 11/10/2016 for TITAN to cease northbound sewer mainline critical path and essentially vacate the APE ROW until after the New Year holiday. In doing so Tukwila subjected TITAN to a second sewer -specific remobilization and demobilization in January 2017 that, had we not had so many impacts, would have otherwise been unnecessary based on the original CPM schedule. Furthermore despite concerted and often admirable efforts by Tukwila's lead personnel to promptly address the most serious infrastructure obstacles in fall season arterial conditions, the fact that we were performing night shift work severely impeded Tukwila's inspection and engineering teams (sometimes needing 3rd party franchise utility engagement) from collaboratively making the timely decisions necessary for the magnitude of risk or improvisation necessary to overcome the field challenges. Generally speaking Tukwila's "City Hall" and/or 3rd party franchise utility providers were primarily generating complex formal change directives during normal business hours, often needing several working days to formally present a functional solution to TITAN. In the same regard, any decisions that Tukwila could provide at night in the field at times required offsite resources which were impossible for TITAN to obtain because other businesses were not open or unresponsive to our attempts (such as unique shoring rentals to overcome unknown utility obstructions, specialty equipment, subs, or suppliers, etc.). TITAN is not attempting to cast blame on Tukwila's responsiveness with written directives, merely emphasizing that night shifts often add hours or even full shifts for a field directive that hypothetically could get resolved in a fraction of the time had the entire project team's support network at City Hall, 3rd Parties, or TITAN's daytime resources been available. The cumulative working -day impact from encountering the large quantity of differing site conditions at night resulted in TITAN being unable to complete our sewer prior to the holiday season and thus we believe a compensable Sewer -related Remob- Demobilization is fully warranted. • TITAN presents one full 10-hour night shift attributed to post -holiday sewer remobilization and a second shift for demobilization. Note that each shift was supported by TITAN crew members on both sides of this effort (onsite and in TITAN's Pacific yard) who were prepping, assembling heavy steel, staging and managing this effort while also managing traffic control. Loaders have some time allocated at an operated rate assuming the two loaders (644 TITAN yard and 544 onsite) on each end of this mobilization were actively supporting this effort. For the sake of clarity, TITAN's intent is to focus entirely on deep sewer related efforts so this excludes the additional shifts pertaining to water -main related resources. • While a review of timecards and Certified Payrolls confirm overtime was incurred for remob- demobilization processes, in the spirit of reconciliation TITAN presents all hours as straight time. • Without question TITAN incurred significant additional job -level management and extended overhead costs associated with sewer -related re-mob/demobilization which unquestionably exceed those defined as being incidental to Force Account markups. In the spirit of reconciliation TITAN agrees to forego any further recovery for remobilization overheads. Remobilization 4 Per Exhibit B, TITAN requests an Equitable Adjustment of $36,119.92. Cost Issue #2: Escalated dewatering impacts resulting from stop work delay pushing deeper sewer work into the winter when water tables are higher. • Assuming Tukwila accepts TITAN's "Pending Entitlement" items and the subsequent Exhibit C herein, TITAN will consider this a closed topic - $0.00. Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production Cost Issue #3: Removal and replacement of approximately 114' of 15" sewer main north of SSMH#2. • Assuming Tukwila accepts TITAN's "Pending Entitlement" items and the subsequent Exhibit C herein, TITAN will consider this a closed topic -i $0.00. Cost Issue #4: Extended site overheads • While TITAN knows all costs identified within the six bullet points of this cost issue are far from being captured via use of existing bid items and/or granted "pending entitlement", with the exception of bullet #4 (herein "Exhibit C"), for the sake of reconciliation herein TITAN is willing to close out the other five bullets 4 $0.00. • Exhibit C "Bullet #4" (Serial Letter #004) presents TITAN's request for equitable adjustment resulting from costs associated with TITAN's post -holiday -shutdown installation and subsequent removal of TITAN's "escalated" groundwater dewatering well -point system installed northward of SSMH#2. TITAN believes we are justified in requesting these funds due to both witnessed and recorded non- compliant construction water discharges by Tukwila's "Washington Park" contractors (hereinafter "Absher" with "New West Development" being their civil contractor of record performing the physical installation and being on Ecology's original NOI permit applications) being in repeated violation of their Ecology Construction Stormwater General Permit (NOI #6106) and King County's Industrial Waste Discharge authorization (Authorization #997-01); culminating in repeated mass - releases of Absher's construction water flows into TITAN's trenchlines via the WA Park-SSMH#5 interconnect to the APE-SSMH#2 (hereinafter "SSMH#2") and along WA Park's frontage via former utility trenchlines acting as a conveyance channel. • For the sake of generating perspective on why TITAN felt the sheer volume of Absher's construction water was such an impact it is necessary to consider the following: o Parking Garage: Absher's impervious garage footprint was and still is approximately 29,000 Square Feet. During rain events TITAN observed that the garage was, as expected by design slopes on each level of the garage, capturing and conveying heavy sheet -flows of water down ramps, interior walls, or via newly installed plumbing penetrations. Upon reaching the lowest - level in the garage (northwest quadrant), water was conveyed via the completed floor drains into New West's onsite sewer infrastructure discharging at the illegitimate stub at the Absher- SSMH#5 connector manhole leading to APE-SSMH#2. During storm events if the sheet -flows overwhelmed the floor drain intake capacity, there was ample pooling capacity within the garage's lowest concrete wall -contained area (similar to a concrete detention tank) until rains abated enough that the floor drains could catch up. TITAN and Tukwila have ample evidence of the garage's water challenges so it is indisputable that the garage contributed substantial discharge volumes along the WA Park frontage immediately into the APE sewer alignment. o Two Towers: Absher's resident towers' were still going vertical at varying rates however the impervious footprint was the same as today at approximately 21,000 Square Feet. Although generally being "flat" made each floor not nearly as effective channeling water as the garage, while considerable rain flows admittedly cascaded off the sides of the exposed upper -floors under construction, during a rain event TITAN did observe noteworthy flows through the first - exterior -building onsite SSMH (witnessed via the channeled SSMH collecting both tower and garage flows). Presumably the tower -related sewer flows originated from the high quantity of Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production each floor's hotel -room -density mechanical -electrical -plumbing floor penetrations coalescing into the sanitary sewer network that the plumbers were tying into on the lower floors. Regardless the towers were a contributing volume though admittedly nowhere near the efficacy of the garage. o National Weather Service climate data (Exhibit D) for SeaTac Airport affirms October 2016 alone had record precipitation of 10.05" with 8-days exceeding 0.5" of rain and 4-days of heavy rain exceeding 1.0". November was also very wet with 6.48", 3-days over 0.5", and 2-days exceeding 1.0". Record weather exacerbates the impacts WA Park's non-compliance had on the APE team. o Absher's combined October and November discharges (recall that New West "plugged" their illegitimate stub on December 1st) of 16.53-Inches of precipitation @ 7.48 Gallons / Cubic Foot yields 10.304 GaI/SF of Building. • 100% of Garage -i 29,000 SF x 10.304 = 298,816 Gallons • 100% of Towers 4 21,000 SF x 6.2645 = 216,384 Gallons NET Oct+Nov = Maximum of 515,200 Gallons onto Absher's construction surfaces • Any exterior -building related area was exposed soils presumably handled via catch -basin network and pumped into Absher's detention assembly which was not predictably discharging into TITAN's frontage except when Absher's detention assemblies were overwhelmed during high -flow storm events at the immediate vicinity around their tanks. In this analysis let's ignore exterior volumes since they are even more subjective. • TITAN recognizes not all of the water reached the APE frontage. However given October record -intensity and November's rain events it is plausible to speculate that in excess of 80% of the garage flows and 20% of the building flows combined together in the first exterior onsite channeled collector SSMH that conveyed directly to APE's SSMH#2 vicinity. Net Flows 80% Garage + 20% Towers discharged to APE soils = 282,330 Gallons Metaphorically speaking, if Absher's October + November water were cubed inside APE's appx. 5' wide x 140' long "Pending Entitlement" sewer trench northbound of SSMH#2, then the water column alone is 54-feet tall. That's four times the depth of the APE sewer. o Soils on this project were quite sensitive to moisture so Absher's contribution immediately impacted TITAN-Tukwila's APE alignment. o Regardless of the percent -contributions applied in the above analysis, there is indisputable evidence proving that cumulatively the Absher-New West -Tukwila (WA Park) team discharged an alarming volume onto TITAN -Tukwila (APE) team at an extra -ordinarily high volume. It is important to recall that the TITAN -Tukwila APE team was battling along WA Park's frontage in October into mid -November, however Absher continued surcharging through November 30th until Tukwila -APE finally forced Absher to insist New West Development properly terminate the illegitimate stub (1 personally photographed and took video recording New West initiating the plug -effort on December 1st) • TITAN obtained Absher's official King County discharge records (Exhibit E) via Public Disclosure Request to prove Absher's FIRST hypothetically compliant discharge was documented on October 14th 2016 — so far into Absher's project that the multi -story concrete parking garage was structurally complete and the inhabitable tower(s) were well on their way to being structurally "topped out" over Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production one hundred feet into the air (TITAN would guesstimate Absher was at least a full year post groundbreaking; Tukwila could verify 2015's NTP dates with internal permit inspection records). Given in less than five months from October 14th 2016 through March 5th 2017 Absher needed 24- recorded discharges, yet miraculously needed zero discharges in the year+/- prior to TITAN escalating awareness and ultimately blowing the whistle, TITAN alleges that from WA Park's 2015 groundbreaking until TITAN insisted Tukwila resolve Absher's illegitimate stub — ultimately happening on December 15t 2016 — the Absher-New West team grossly failed to satisfy provisions of both Ecology and King County discharge conditions, and equally complicit is the City of Tukwila's WA Park inspection team for failing to ensure New West's discharge -infrastructure was legitimately connected to the municipal -owned infrastructure under TITAN's APE contract. [For the record "Exhibit E" legitimizes TITAN's suspicions about WA Park's extreme flows as we attempted our SSMH#2 lateral connector into what TITAN later discovered was WA Park's illegitimate manhole configuration when we were immediately overwhelmed with water from the sidewalls feeling like we breached a mini -dam on a flowing creek (specifically NOT groundwater because of how shallow we were in the WA Park property at the time — water was rapidly flowing not far below the Force Account related to the PSE conduit obstructions) — not surprisingly, albeit it a year too late, on October 14th Absher's management finally started discharge documentation therein attempting veiled regulatory compliance.] Whether intentionally deceiving the governing authorities or merely by accident, there are a handful of personnel at New West and Absher that knew quite well their connector -manhole installation was incomplete due to their illegitimate lateral, especially because the short stub was never "mudded in" to seal the edges therein allowing maximum effluent infiltration into the peripheral soils of the old trenchline aggregates leading into TITAN's APE sewer alignment. Not to mention Absher-New West had done no formal discharge documentation until TITAN's escalated scrutiny in October; had TITAN not come along I would be surprised if documentation would have even started in fall 2016. Because Tukwila was the inspecting authority on both the WA Park's onsite storm -and -sewer related connection infrastructure and TITAN's APE Right of Way connections, TITAN asserts that Tukwila's WA Park inspection team failed to adequately inspect and immediately "red tag" New West's illegitimate pipe stub at WA Park's SSMH#5 connector to APE's SSMH#2, failed to report Absher's chronic non -compliant discharges of untreated construction water to Ecology and King County, and ultimately failed to disclose to TITAN (or, in this instance, Tukwila's own inter -office APE inspection team) Absher's extraordinarily high - volume of non -compliant releases that was directly infiltrating the APE project's sewer alignment. As a result of Absher-New West's incomplete installation and lack of governing agency oversight of Absher's discharges, unbeknownst to the APE Tukwila -TITAN project team, our frontage became WA Park's construction water infiltration gallery through record fall rains and we were destined to sink in their soupy mess. • As the sewer alignment continued to get shallower heading north out of Strander, after -the -fact it is known that extremely saturated trench zone conditions were only encountered in the immediate vicinity of SSMH#2 heading north through the WA Park trench subgrade failure limits and completely tapering out into the Baker intersection. Given TITAN's dewatering plan was designed by one of the Puget Sound region's most veteran hydro -geologists who is very familiar with Tukwila's lowland hydrologic conditions, WA Park's chronic trench zone saturation and erratic foundation soil behavior was not representative of the remaining APE alignment which is evidence that Absher's extreme construction water discharges were an undisclosed hydraulic influence on the APE trench zone. Prior to TITAN discovering Absher's SSMH#5's illegitimate stub into APE's SSMH#2 region, Absher's mass discharges along the WA Park frontage excessively surcharged the APE Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production project's natural hydrology north of SSMH#2, therein skewing the entire project team's pre -holiday - shutdown interpretation of what groundwater we were actually evacuating to conclude the only prudent post -holiday solution heading north was to execute the contingency plan "escalating" TITAN's groundwater dewatering infrastructure. In hindsight, had Tukwila's WA Park inspection team properly ensured Absher's site water management was compliantly discharging their construction water for the entire prior year, then TITAN has little doubt the northern installation would have had much more easily managed trench conditions — manageable via traditional foreman truck equipped sump pumps. Furthermore, Tukwila's previous assertions that Absher's behavior of high -volume point -discharges of untreated construction water into groundwater was simply Absher returning water to "Mother Nature" (literally quoted from previous correspondence) conflicts with Ecology's General Permit and King County's Discharge Authorization, both of which requires pre- treatment and testing of turbid/PH construction water prior to documenting maximum release volumes of 13,600 Gallons Per Day. On several fronts entities affiliated with the WA Park project failed to comply with governing doctrines, not to mention there is zero contractual reason why TITAN should then be left wrestling Absher's surcharge water and the consequences of the resulting saturated sloppy -soils. • Tukwila has previously called into question the efficacy of TITAN's professionally designed -and - installed groundwater extraction wells. Note that out of concern of water problems encountered northward of SSMH#2, during the holiday shutdown TITAN reacted by running laboratory analytical of bottom -of -trench soils and it was ultimately described to TITAN as a "rock -flour" with such fine silt qualities it more closely resembled clay, which resulted in the professional groundwater dewatering recommendation that TITAN's well -installer change gradations of our well sand to further enhance groundwater extraction. With regards to the hypothetical question of whether this post -holiday -shutdown "northward" escalating groundwater dewatering infrastructure was necessary had Absher's extreme point -discharges not existed, the resulting low -to -near -zero groundwater yields from our professionally designed and installed northerly groundwater dewatering wells provides after -the -fact evidence that TITAN's groundwater dewatering installation was pulling very little true groundwater; not surprisingly TITAN's erratic yields had the greatest volumes coinciding with rainfall patterns along Absher's frontage. In hindsight regardless of any adaptations TITAN made or could have made, our cone -of -influence was designed for groundwater extraction deeper than Absher's illegitimate infiltration was entering our trench zone resulting in only minor extraction of Absher's discharges via TITAN's wells. Case in point was that after the November 5th-6th weekend storm recorded 1.42-inches of rain in only 24-hours, Absher's high - volume discharges migrated via Absher-SSMH#5's illegitimate stub to old existing ditch lines documented in TITAN's 11/3/16 and 11/4/16 timecards, as well as toward TITAN's newly -installed lateral connector to APE-SSMH#2, therein flushing out smaller particle sizes within TITAN's imported APE trenchzone backfill and bedding, saturating APE's trench foundation soils, culminated in the trench failure heading north of SSMH#2 along the WA Park frontage captured under "Pending Entitlement", and finally triggered Tukwila's 11/10/16 directive to cease WA Park mainline operations. TITAN is adamant that our groundwater wells were adequately designed and installed for groundwater extraction had it been present in volumes justifying such an extensive system — our frustration is that were Absher's discharges non-existent we just don't believe northbound groundwater well installation was necessary or would at least have been managed by casual trench dewatering using conventional sump -pumps. Absher's errant water management polluted our perception of the hydrology along the APE alignment. Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production • Only after TITAN's exhaustive management efforts in October and November attempting to figure out "where could all this water be coming from" did TITAN's field investigations yield conclusive evidence of the Absher-New West -Tukwila (WA Park) team's collective errors. Fully aware of WA Park's multi -acre ground disturbance and the nature of that project's regulatory, political, and geotechnical nuances, from an administrative level for WA Park's documentation to have a yearlong void throughout the largest scopes of turbidity -inducing earthwork and utility infrastructure co - mingling with PH -related structural concrete from the fall 2015 through early fall of 2016 is flat out impossible. TITAN's physical evidence is extensive. After Tukwila-APE's team finally stepped into their own internal WA Park team's jurisdiction to force Absher (New West) to cease discharging via their illegitimate stub presented in Serial Letter #003, after only a moderate rain event (nowhere near the record rain events in October/early November 2016 when TITAN crews were at the apex of fighting Absher's then -unknown discharges into our trenchlines) overnight Absher's underground utility network backed up resulting in several tens -of -thousands of gallons of water flooding out their parking garage's lowest level (high-water marks on the concrete walls verified water levels had been considerably higher than when we even saw it) and crews on the upper -levels of their towers' were forced to literally be "launching" water off the sides onto the ground far below. Needless to say Absher's construction -water management protocol was struggling. Given Absher had inhabited the site for over one year through the most demanding scopes needing construction water management, finally overlapping with TITAN's trench zone during the wettest October on record having 10.05 inches of precipitation, while Tukwila -Mike and TITAN -Steve (author herein) toured Absher's site together to personally witness and document the garage's severe flooding TITAN found it ironic that Absher's site personnel were scrambling to adapt — New West Development even mobilized to begin storm and sewer work to rectify the situation. In essence when TITAN blew the whistle on New West's illegitimate lateral and Tukwila -APE finally stepped up to rectify the matter, WA Park started to drown. It is very reasonable for TITAN to assert that Absher's construction water learning curve should have been normalized a full year before TITAN encroached north toward SSMH#2; however the evidence of New West's flawed installation, public disclosure proving a lack of discharge treatment and subsequent reporting, and general lack of agency oversight proves Absher did very little to adapt to weather patterns until TITAN got drenched and raised a red flag. • Exhibit C presents what TITAN feels is a justifiable valuation based on TITAN's crew spending approximately one shift over the course of several days at the beginning and end of this dewatering effort supporting the drillers and assisting with the system. Additional hours were spent by TITAN doing trench water management and Detention Tank remobilization however we acknowledge those resources would have been incidental to our operations regardless so they are excluded herein. Utilized hours for equipment are associated with install/removal as well as prep/restoration. Additional superintendent time is added for time spent on weekends keeping this equipment fueled. Again hours are reflected as straight time for the sake of diplomacy attempting a mutual resolution. Dewatering 4 Per Exhibit C, TITAN requests an Equitable Adjustment of $69,564.91. CONCLUSION: For the sake of resolving this matter diplomatically I have no intention on claiming what became approximately 20-months of carrying costs while the Tukwila -TITAN team reconciled the APE project's extensive challenges. However I will state that as a small business this project's quantity and rapid frequency of notable impacts in the fall of 2016, combined with Tukwila's resistance to accept accountability (or force it upon Absher) for some very serious differing site conditions with now - Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production compelling evidence quite favorable to TITAN's position, caused considerable emotional stress for our personnel relations, families, and financial strain on overall operations due to the need to excessively commit management personnel to document this evolution for this reconciliation more than a year and a half later. TITAN is very confident in our thorough issue tracking and subsequent documentation via emails, pictures, and videos; we were patient for time to pass so that fact could naturally develop at Washington Park's completion for today's more accurate rear -view -mirror assessment; and ultimately we have certainly attempted to be transparent in our reconciliation efforts with the hope for a litigation free resolution. With that transparency in mind l feel it is fair to disclose that even accounting for the recovery values presented herein TITAN will still show a sizable loss on this project — frankly this was a terrible project for TITAN and Tukwila ended up with extraordinary value that is likely well under original budget allocations especially when Tukwila's contingency reserves are factored in for extreme differing site conditions, which is exactly what we encountered with this project's 125+/- tracked field issues (including the "Pending Entitlement" referenced herein). With that in mind please consider this proposal my attempt to mutually reconcile differences without initiating legal recourse which will only further escalate cash outlays and divert the human capital necessary to "decipher the past" instead of TITAN's team focusing on winning more future projects with the City of Tukwila. Notwithstanding the above, should Tukwila reject TITAN's proposal terms herein TITAN reserves our rights to reevaluate all issues or mechanisms for payment and reopen any conciliatory waiving of recovery that TITAN diplomatically offered herein. Specifically TITAN would be presenting additional documentation to substantiate extensive increases to the following summary valuation: TITAN Reconciliation Proposal: • Pending Entitlement $115,640.92 (Outstanding items previously presented) • Remobilization $36,119.92 (Exhibit B) • Dewatering $69,564.91 (Exhibit C) • Peripheral Items (TITAN waives these ancillary items to hone in focus on the three above — for the record TITAN feels these additional costs would be extensive) = $0.00 NET TITAN = $221,325.75 Settlement (delta of $92,825.75 from Tukwila's email offer $128,500.00) If your team approves this proposal and has a change order prepared needing signature I hereby authorize Chris Pierce to sign. In the meantime TITAN looks forward to diplomatically closing this challenging project so that we can embrace future opportunities together. Onward, Steve Greiling President, TITAN Earthwork, LLC SG@titanearth.com C: 206-730-4873 Exhibits: A. Demobilization/Remobilization — Equitable Adjustment backup. B. Groundwater Infrastructure — Equitable Adjustment backup. C. Mike Ronda's email 7/20/18 @ 3:11 PM —Tukwila's proposed settlement offer Earthwork • Utilities • Environmental • Land Clearing • Demolition 1585 Valentine Ave SE • Pacific, WA 98047 • Phone (206)325-3004 • Fax (888)325-3004 Core Principles: Integrity / Safety / Quality / Production TITAN - EXHIBIT A L.� L PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricing Compiled: 8/8/2018 CONTRACT WITH: City of Tukwila Date Work Performed: N/A WORK DESCRIPTION: Exhibit B - Sanitary sewer related re -mobilization & resulting demobilization needed in 1st Qtr. 2017 as a result of fall 2016's cumulative issues clearly causing the APE team to extend into the November 2016 holiday shutdown. Change or Issue Tracking #: N/A Added Contract Days Requested: 2 LABOR COST HOURS RATE / HR TOTAL CLASSIFICATION REG. O.T. Double T REG. OT 1.5 Dbl OT COST DRIVER (TITAN) 20.00 $ 66.42 $ 94.57 $ 122.71 $ 1,328.40 TCS (2B+$3) 20.00 $ 56.59 $ 77.20 $ 97.82 $ 1,131.83 FLAGGER (Gr-IIA) 20.00 $ 49.56 $ 66.66 $ 83.76 $ 991.21 SUPER (Fixed) 20.00 $ 95.00 $ 95.00 $ 95.00 $ 1,900.00 FOREMAN (G2+$3) 20.00 $ 75.40 $ 101.22 $ 127.05 $ 1,508.00 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 OPERATOR (Lead) 20.00 $ 74.16 $ 99.36 $ 124.56 $ 1,483.27 OPERATOR (Typ) 20.00 $ 72.92 $ 97.50 $ 122.08 $ 1,458.42 $ TOTAL LABOR COST $ 12,195.98 EQUIPMENT COSTS HOURS CRG RATE TOTAL DESCRIPTION / CLASSIFICATION UTILIZED STANDBY UTILIZED STANDBY COST Solo -tractor w/End-dump (50,000# GVW, no trailer) 20.00 $ 63.15 $ 11.08 $ 1,263.00 Trailer, commercial tilt -trailer, 25-Ton maximums 20.00 $ 9.55 $ 5.45 $ 191.09 F-150 Truck, Light Duty (TCS or equiv.) 20.00 $ 11.38 $ 4.03 $ 227.60 F-350 Truck, Mid -level (light customization & equipped) 20.00 $ 13.23 $ 7.95 $ 264.60 F-550 Truck, Foreman (fully customized & equipped) 20.00 $ 30.80 $ 7.30 $ 616.00 Excavator John Deere/Hitachi 240/245 (200-class) 20.00 $ 110.89 $ 30.20 $ 604.00 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 210.00 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Compactor/Hoe-pack (100-class) 20.00 $ 11.09 $ 6.29 $ 125.88 Excavator, Cat 328D LCR (Heavy 200-class) 20.00 $ 129.95 $ 35.85 $ 717.00 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 210.00 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Loader, Deere 544 10.00 10.00 $ 55.51 $ 14.43 $ 699.40 Loader, Deere 644 10.00 10.00 $ 86.59 $ 37.29 $ 1,238.74 $ - TOTAL EQUIPMENT COST $ 6,704.91 MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION QTY: UNITS: $/UNIT: COST 3 ea - 8'x20' Steel Sheets 20.00 HR $ 7.74 $ 154.80 2 ea - 5'x8' Steel Sheets 20.00 HR $ 1.60 $ 32.00 2 ea - 8'x12' Steel Sheets 20.00 HR $ 3.96 $ 79.20 2 ea - 8'x20' Steel Trench Box 20.00 HR $ 20.88 $ 417.60 1 ea - 8'x6' Alumn Trench Box 20.00 HR $ 8.18 $ 163.60 1 ea - 8'x8' Alumn Trench Box 20.00 HR $ 8.73 $ 174.60 Traffic Control Devices 20.00 HR $ 34.95 $ 699.00 $ TOTAL MATERIALS, RENTAL AND DISPOSAL $ 1,720.80 DIRECT SUBCONTRACTORS / OTHER TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST Glacier Drilling Mobilization Cost from Invoice 16-037-04 1.00 LS $ 4,850.00 $ 4,850.00 Glacier Drilling Demobilization Costs from Invoice 16-037-05 1.00 LS $ 4,250.00 $ 4,250.00 TOTAL SUBCONTRACTOR COST $ 9,100.00 DIRECT REIMBURSEMENT ADDITIONS / CREDITS TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST $ $ TOTAL OTHER COST $ - LABOR - TOTAL DIRECT COST 29.0% 21.0% 0.0% 21.0% 12.0% $ 12,195.98 LABOR MARKUP $ 3,536.83 EQUIPMENT - TOTAL DIRECT COST $ 6,704.91 EQUIPMENT MARKUP $ 1,408.03 MATERIALS/DISPOSAL - TOTAL DIRECT COST $ 1,720.80 USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) $ - MATERIALS/DISPOSAL/SERVICES MARK UP $ 361.37 SUBCONTRACTOR/OTHER - TOTAL DIRECT COST $ 9,100.00 SUBCONTRACTOR/OTHER MARKUP $ 1,092.00 DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST $ - DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) 1.0% $ - GRAND TOTAL $ 36,119.92 TITAN - EXHIBIT B -i..1..t.e" .11.i. PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricing Compiled: 8/8/2018 CONTRACT WITH: City of Tukwila Date Work Performed: N/A WORK DESCRIPTION: Exhibit C justifying TITAN's escalated dewatering necessitated by Absher & New West's errant discharges into the APE alignment heading north of SSMH#2. Change or Issue Tracking #: N/A Added Contract Days Requested: 2 LABOR COST HOURS RATE / HR TOTAL CLASSIFICATION REG. O.T. Double T REG. OT 1.5 Dbl OT COST TCS (2B+$3) 20.00 $ 56.59 $ 77.20 $ 97.82 $ 1,131.83 FLAGGER (Gr-IIA) 20.00 $ 49.56 $ 66.66 $ 83.76 $ 991.21 SUPER (Fixed) 40.00 $ 95.00 $ 95.00 $ 95.00 $ 3,800.00 FOREMAN (G2+$3) 20.00 $ 75.40 $ 101.22 $ 127.05 $ 1,508.00 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 LABORER (GrdChkr) 20.00 $ 59.87 $ 82.12 $ 104.38 $ 1,197.42 OPERATOR (Lead) 20.00 $ 74.16 $ 99.36 $ 124.56 $ 1,483.27 OPERATOR (Typ) 20.00 $ 72.92 $ 97.50 $ 122.08 $ 1,458.42 $ $ TOTAL LABOR COST $ 12,767.58 EQUIPMENT COSTS HOURS CRG RATE TOTAL DESCRIPTION / CLASSIFICATION UTILIZED STANDBY UTILIZED STANDBY COST F-150 Truck, Light Duty (TCS or equiv.) 20.00 $ 11.38 $ 4.03 $ 227.60 F-350 Truck, Mid -level (light customization & equipped) 40.00 $ 13.23 $ 7.95 $ 529.20 F-550 Truck, Foreman (fully customized & equipped) 20.00 $ 30.80 $ 7.30 $ 616.00 Excavator John Deere/Hitachi 240/245 (200-class) 20.00 $ 110.89 $ 30.20 $ 2,217.80 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 260.00 Bucket, 45" to 55" (200-class) 10.00 10.00 $ 12.29 $ 4.22 $ 165.10 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Compactor/Hoe-pack (100-class) 20.00 $ 11.09 $ 6.29 $ 125.88 Excavator, Cat 328D LCR (Heavy 200-class) 20.00 $ 129.95 $ 35.85 $ 2,599.00 Thumb, Hydraulic (200-class) 20.00 $ 13.00 $ 10.50 $ 260.00 Bucket, 45" to 55" (200-class) 10.00 10.00 $ 12.29 $ 4.22 $ 165.10 Bucket, 45" to 55" (200-class) 20.00 $ 12.29 $ 4.22 $ 84.40 Loader, Deere 544 20.00 $ 55.51 $ 14.43 $ 1,110.20 $ $ TOTAL EQUIPMENT COST $ 8,444.68 MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION QTY: UNITS: $/UNIT: COST Traffic Control Devices 20.00 HR $ 34.95 $ 699.00 Fuel for Vacuum Pump - Estimated burn rate 1/2 gallon per hour over 60 days an, $3/qal 1.00 LS $ 2,160.00 $ 2,160.00 $ - $ - TOTAL MATERIALS, RENTAL AND DISPOSAL $ 2,859.00 DIRECT SUBCONTRACTORS / OTHER TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST ProVac (Used to control drilling water at time of well installation) - Invoice #170103-025 8.00 HR $ 185.00 $ 1,480.00 Glacier Invoice 16-037-05 (Less demobilization charge) 1.00 LS $ 4,830.00 $ 4,830.00 Glacier Invoice 16-037-04 (Less mobilization charge) 1.00 LS $ 28,884.00 $ 28,884.00 $ - TOTAL SUBCONTRACTOR COST $ 35,194.00 DIRECT REIMBURSEMENT ADDITIONS I CREDITS TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE COST $ - $ - TOTAL OTHER COST $ - LABOR - TOTAL DIRECT COST 29.0% 21.0% 0.0% 21.0% 12.0% $ 12,767.58 LABOR MARKUP $ 3,702.60 EQUIPMENT - TOTAL DIRECT COST $ 8,444.68 EQUIPMENT MARKUP $ 1,773.38 MATERIALS/DISPOSAL - TOTAL DIRECT COST $ 2,859.00 USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) $ - MATERIALS/DISPOSAUSERVICES MARK UP $ 600.39 SUBCONTRACTOR/OTHER - TOTAL DIRECT COST $ 35,194.00 SUBCONTRACTOR/OTHER MARKUP $ 4,223.28 DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST $ - DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) 1.0% $ - GRAND TOTAL $ 69,564.91 TITAN - EXHIBIT C Chris Pierce From: Mike Ronda <Mike.Ronda@TukwilaWA.gov> Sent: Friday, July 20, 2018 3:11 PM To: Chris Pierce; Steve Greiling Cc: Peter Lau; Henry Hash; Hari Ponnekanti; Mel White; Katrina Walker; Shinsato, Jamie (Jamie.Shinsato@aecom.com); Perala, Paki Subject: Settlement offer for APE Chris and Steve, We have completed our review of the issues raised in your Serial Letter #4 for impacts to the APE Water/Sewer construction schedule. While it was our intent to use the Force Account tracking process to convert your forward pricing projections of these impacts into "real dollars" and provide compensation based on these numbers once entitlement had been established (if at all) our review has found some areas where the FA tracking may not have adequately captured all expenses associated with this work. While we continue to consider some of the issues discussed in your letter to be of questionable entitlement, and we disagree with some of the statements that you are using to support your case, we do agree that this project was not without significant challenges and at some point the degree to which Titan can efficiently perform the work is burdened by the number and severity of field changes and the evolving understanding of the original scope of work discovered through the construction process. For these reasons we believe that the remaining disputed items can best be resolved at this point with a comprehensive settlement and are offering a lump sum amount of $128,500 to close all issues on the project. The items addressed in this settlement include, but are not limited to: • Strander Duct Bank Collapse - Initial Discovery, Failure, Repair Support and Delay Impacts. • All impacts of suspending construction on the sanitary sewer line prior to the end of the first construction season. • All costs to remove and replace the failed sewer line north of SSMH #2 at the beginning of the second construction season. • All costs associated with any water which may have impacted Titan construction. • Extended Overhead costs of any kind which resulted from Titan resources being focused on the project above and beyond that captured in original bid items. • Any impact related to extended traffic control, additional erosion and sediment control, dewatering, or other ongoing project expense which would have been extended by project delays of any nature. • Any other outstanding Force Accounts remaining in dispute. • Additional tax on materials procured following the change in tax rate established at the time of bid. In addition to this lump sum settlement, Tukwila will issue an 11 calendar day contract extension which will bring the project Substantial Completion within the actual contract performance time and we will waive the right to any Liquidated Damages of any kind on the project. 1 We look forward to receiving your response to this offer in the near future. We would like to close the books on this project as soon as possible and ask the Council to accept the project as complete. If we need to discuss this further I would like to schedule another meeting as soon as we can set something up. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.Ronda@tukwilawa.gov I www.tukwilawa.gov A Please consider the impact on the environment before printing this e-mail. 2 Andover Park East - Water/Sewer Project Disputed Items Log Date Updated: AECOM Generated F.A. # Titan EWO# Date Issue # Extra Work Item Final Price Time Impact to Critical Path (hours) 3 TE-035 10/6/2016 Strander Work Duct Bank Issue/Discovery $ 10,417.22 8 4 TE-036 10/10/2016 Strander Work Duct Bank Issue/Failure $ 12,778.91 8.5 7 TE-041 10/11/2016 Strander Work Support Century Link at Strander $ 1,664.11 0 14 TS-046 10/24/2016 Strander Work Support North Sky at Strander (CTL Sub) $ 1,069.15 0 15 TS-049 10/25/2016 Strander Work Support North Sky at Strander (CTL Sub) $ 1,357.77 0 Subtotal = $ 27,287.16 28 Goat-004 11/9/2016 Unsuitable N of MH#2 Remove Mainline Box and Standby Sta 5+65 $ 3,601.96 0 30 Goat-006 11/10/2016 Unsuitable N of MH#2 Standby - Unsuitable Soil Conditions Sta 5+65 $ 1,231.60 0 31 Goat-007 11/14/2016 Unsuitable N of MH#2 Standby - Unsuitable Soil Conditions Sta 5+65 $ 1,691.91 0 32 Goat-008 11/15/2016 Unsuitable N of MH#2 Standby - Unsuitable Soil Conditions Sta 5+65 $ 1,180.48 0 34 Goat-010 11/16/2016 Unsuitable N of MH#2 Standby - Unsuitable Soil Conditions Sta 5+65 $ 1,435.24 0 37 MW-99 11/7/2016 Unsuitable N of MH#2 Pipe Settlement Issues -Work Stopped at Approx b+6;i $ 6,816.10 0 Subtotal = $ 15,957.29 38 Goat-014 1/10/2017 Absher Water Unknown Water entering SSMH#2 $ 7,378.07 10 Subtotal = $ 7,378.07 40 Goat-015 1/11/2017 Unsuitable N of MH#2 Reinstall 151n PVC Pipe Approx Sta 4+59 to Sta 4+85 $ 13,016.16 10 44 Goat-016 1/12/2017 Unsuitable N of MH#2 Reinstall 151n PVC Pipe Approx Sta 4+85 to Sta 5+44 $ 11,619.22 10 45 Goat-017 1/17/2017 Unsuitable N of MH#2 Reinstall 151n PVC Pipe Approx Sta Sta 5+44 to Sta 5+67 $ 13,231.06 10 47 Goat-019 1/18/2017 Unsuitable N of MH#2 Start new 151n Sewer Placement Starting Sta 5+67 - Pipe Settlement work stoppage $ 10,208.72 10 48 Goat-020 1/19/2017 Unsuitable N of MH#2 `Complete Replace Sewer Pipe to Sta 5+88 $ 3,567.09 2.5 Subtotal = $ 51,642.25 49 Goat-021 1/19/2017 Absher Water Pump out infiltrated water from trench at STA 6+00 $ 3,929.29 3 50 Goat-022 1/23/2017 Absher Water lowed Nroduction tor pipe alignment and dewatering Issues $ 3,299.77 3.5 Subtotal = $ 7,229.06 Total All Remaining Disputed Issues = $ 109,493.83 Full time impact is essentially 8 working days which converted to calendar days = 11 days 16-111(1) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 12 DATE: 05-25-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change order formalizes additional work to repair areas with unsuitable roadway subgrade. These areas were resolved after new pavement was placed. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 5/29/18 By..�:........... Original Contract (with d it tax) Previous Change Order `, This Change Order (without tax) Contractor: Titan Earthwork Title Project Engineer $ 3,504,684.14 y✓� $ 363,602.04 `"/ Date $ 40,140.48 '" By Mayor` REV. CONTRACT AMOUNT $ 3,908,426.66 Previous Contract Time: 203 Additional Contract Time for this Change Order: 3 Updated Contract Time: 206 APPROVED BY THE CITY OF TUKWILA City Engineer ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File ti(, (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order captures additional work to repair areas of failing roadway subgrade in multiple sections on Andover Park East between Evans Black Drive and Tukwila Parkway and one section in front of the Washington Plaza development. After initial foundation repairs had been completed and the base layer of pavement was placed, the City, CM, and contractor noted the pavement sections in certain areas were deflecting significantly. The City/CM directed the contractor to excavate these sections and repair using geofabric, aggregate, new pavement and an appropriate geogrid at the excavation seams. The special excavation was performed on 5/26/17, 5/30/17, and 5/31/17. The effort was initially tracked and paid through existing unit price bid items for Sawcutting, Unsuitable Excavation, Gravel for Foundation and Asphalt. After further review, the work effort involved was determined to be dissimilar enough from the initial bid items that an equitable adjustment is appropriate to compensate the contractor for the change in scope. To quantify this equitable adjustment previous payment for these work items will be deducted and the work reimbursed using Force Account tracking through this Change Order. See attached Exhibit B for backup calculations. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as approved by the Engineer. MEASUREMENT AND PAYMENT This chap q_eorderone new lump sum item under the Roadwa Schedule. creates mmmmm ... Force Account Number Date of Re -work 118 Ma Previous Unit Price Payments 26, 2017 May 30, 2017 May 31,...2017_ Use Tax on Materials = Subtotal = Bid Item R-1 Asphalt Treated Base (ATB) R-11 Pavement Sawcut R-14 Unsuitable Foundation Ex. R-15 Gravel for Foundation Total Credit from Bid Items = Change Order Total = Cost $12,472.16 $23,737.49 $34,032.01 $2,311.17 $72,552.83 -$13,.968.880 -$2,220.00 -$7,250.10 -$8,973.45 -$32,412.35 $40,140.48 CONTRACT TIME Contract time shall be extended by three (3) calendar days as a result of this change order. This compensates for each of the days spent on the additional rework: 5/26/17, 5/30/17, and 5/31/17. EXHIBIT B FA Sheet No.: 118 DAILY REPORT OF FORCE ACCOUNT WORKED ""^ Project Name: Item No.: Description of Work: Prime Contractor: APE Water and Sewer Replacements Project No: Date: above 99940103, 91440204 Change Order - Extra Foundation Repair 5/26/2017 Over excavation in newly paved areas. Effort was normall be considered Unsuitable Foundation Excavation. and beyond what would Work by Subcontractor?: (Mark "Yes" or "X" if yes) Titan Earthwork Sub -Contractor: LABOR NAME CODE OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT Hrs 5.50 iHourly Rate $ 75.40 Hrs I OT Rate Matthew Hilliard FOREMAN Foreman (G2+$3) $ 101.22 $ 414.70 Johnny Durnford PIPELAY Pipe Layer (Util) 5.50 $ 59.16 $ 81.06 $ 325.38 Diego Castro Scott Nelson Jimmy Di Domenic' OP -LEAD OP-TYP FLAG Operator (Lead) Operator (T p) 5.50 3.50 5.50 $ 74.16 $ 99.36 $ 407.88 $ 72.92 $ 97.50 $ 255.22 $ 272,58 Flagger (Gr-IIA) $ 49,56 $ 66.66 Ethan Roland LAB-60 Laborer (Appr. 60% Av 5.50 $ 42.07 $ 55.42 $ 231.39 CJ Schierlin -D DRIVER Driver (Titan) 2.00 $ 66.42 $ 94.57 $ 132.84 Tom Newell DRIVER Driver (Titan) 6.00 $ 66.42 $ 94.57 $ 398.52 Sean Cairns DRIVER Driver (Titan) 8.00 $ 66.42 $ 94.57 $ 531.36 SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29% LABOR TOTAL $ 2,969.87 $ 861.26 $ 3,831.13 EQUIPMENT EQUIPMENT OR ATTACHMENTS Equipment # Equipment Description OPERATED STANDBY Hrs Standby Rate DOLLAR AMOUNT Hrs 5.50 Hourly Rate 308 F-550 Truck, Foreman (fully customized & equipp 22.19 3.90 $ 122.05 e1353 Excavator, John Deere/Hitachi 135 Class 5.00 73.53 21.04 $ 367.65 1353 Bucket Bucket, 30" to 33" (100-class) 5.00 5.58 1.84 $ 27.90 j 1353 Bucket Bucket, 30" to 33" (100-class) 5.58 5.00 1.84 $ 9.20 801 Solo -tractor w/End-dump (50,000# GVW, no trail€ 8.00 61.82 10.11 $ 494.56 802 Solo -tractor w/End-dump (50,000# GVW, no trail€ 6.00 63.15 10.78 $ 378.90 701 Solo -tractor Wheel Loader, w/End-dump (50,000# GVW, no trail€ 2.00 63.76 11.08 $ 127.52 $ 198.96 WL6241 JD/Hitachi 624K 3.00 66.32 18.09 $ SUBTOTAL - EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ 1,726,74 $ 362.62 $ 2,089.36 MATERIALS/SERVICE S/RENTALS MATERIALS / SERVICES axes Quantity Units Unit Price DOLLAR AMOUNT 1/2" HMA (16.12TN 16.28TN, 15TN) 47.4 TN 62 $ 2,938,80 1 1/4" Recycled Concrete (119.28 TNs) 1 LS 1133.18 $ 1,133.18 g Ever reen Concrete Cut. Ticket# 112449 6 Dirt Loads to Stockpile (3 T&T Loads) I, 1 838.5 $ 838.50 3 LD 145.04 $ 435.12 Icon Invoice #2429921 CSS - 1 Tack (5 Gal) 1 OVERHEAD 12% MARKUP prime when subcontract Markup on Subcontractor: < $25,000 $25,000 to > $100,000 this work are agreeing to Entitlement to be LS 69 $ 69.00 $ Date (for Prime 12% 10%: 7%: '-' If checked, parties task. SUBTOTAL & PROFIT @ 21% TOTAL TOTAL: work) SHEET TOTAL: $100,000 is in dispute. By signing the time and effort needed determined at a later date. $ 5,414.60 $ 1,137.07 $ 6,551.67 $ 12,472.16 Verification of Hours Worked: p tative Contractor's Representative $ - $ 12,472.16 this form, to accomplish the Owner's Re presentative Date P Pay Estimate Entered: Date: By: 11 5/23/2018 """_ J. Shinsato File. 500.025 FA 118 MH 044-After Paving Overex-MER.xls Template Updated: 8/1/2012 Customer: Prolect: Emptoyoes On Projeet C.J Schierling driving the701 Tom Newell driving the 802 w �m Sean Cairns driving the 801 Pwn °'a Re resentative Si nature: DEMOLITION EARTHWORK UTILITIES Date: Hours: FIELD RE # URGE TRACKING SHEET Job #f. Tracks ircl Appl_ Steel sheets? Shoring? Temp Fence? Pumps? Traffic Devices? Confined Space Kit? TITAN corm. orcutlini?' Excessive admin. effort? TITAN I a tltw rk 9t nature: Date: white • Office Job File / Yellow - Foreman / Pink - Customer TITAN Ealihwark, LLC at 1585 Valentine Ave, SE, Podia, WA 98047 Phone 28e-325-3 rnii Fax 888-32 5-3004 KANGLEY RACK & RECYCLING ACCdUNTING: 12125 TPA H AVENUE SOUTH SEATTLE, WA MOS I (206) 762-2556 A OYISION OF CRY MERLIN° CONSTRUCTION COMPANY, INC, ACCOUNT ID SOLD TO: PAGE: 65010 70015 892305 TITAN EARTHWORK LLC 1585 VALENTINE AVE SE PACIFIC, WA 98047 DESCRIPTION KA,1046Y PIT (PIent * tni) 2,25S.KertO.Kamrly r44„ navensdaig,WA8051 • OK) EiLAQK RIVER [MARRY tfNani * 022J 510 MonsIer Retad, Rerun, WA 98.055 • (42$) 226-1060 P241- 323r-4 CEO SNORES (Plant 0203 - 0IOWM( (Imre AM E-, *94 Valley, WA 9 3B • (4125) 226-1000 rid, 3540 I U)c) 0 61.410 OLALGI(;' DELIVERY ADDRESS; pxutwoLl PO NUMBER: 1620 1-1/4 RC BSE CRS A-183 TY NVIRONW'TAL SURCHARCE !I-CKETS-: Cr; —75-922-a - 2-7552: 3-2'2 '` c22-759422_ Received JUN OS 2L117 TITAN Earthwork, LLC Total Yds concrete $ SuPPlies $ 0.00 0.00 119.28 EV CA. 2 E KRR - 66TH RK E INVOICE Fnil P;;,:i!livirnof.)! 1(4 AVE & ANDOVER PA 9 07 5 92 r"- 1/9.28 11.9.28, 4!5-e2 --"rS 9.4 Misc $ 0.00 PLANT /26/17' 022 4000621 541338 - UNIT PRICE Labor 0.00 1013.90 119.28 SUBTOTAL 133.18 SALES TAX 0.04 INVOICE TOTAL 1,133.18 Evergreen Concrete Cutting, Inc p,a BOX 1751 Sumner, WA 98390 800-480-1494 BILL TO Titan Karthwork, LLC 1585 Valentine Ave SE Pacific, WA 98047 Fpc1cral Tax JD (MN) 91-1671410 Contractor'5 Registrulion: EVERCTCC945eP DATE 26/207 Recel JUN O5 TITAN Earttw DESCRIPTION 51X 101 Asphalt Cutting 192' X 7' Asphalt Cutting 4) Hours Water Clean Up 1) Slurry Barrel Removed ed 2011 Ork, LIC forward t worbng with you aair. C 3) Wetawn uk-) Inv ice ,JOB ADDRESS QTYfFT Park E & Tukwila Pkwy Tukwila Job#1620 P.O. Na 51 192 4 TERMS N/A±[iii Net ao RATE/FT AMOUNT 2.50 1.75 75.00 75.00 Total $S38.50 127.50 335.00 300.00 75,00 if this account is in default and is assEgned to a collection agency for collection„ theft (Customer) shall be liable for any and all costs associated with the collection process. If legal action Is commenced, then Washington IceN shall apply, (Merchant) may place venue in the Superior Court of Fierce County, Washington and the prevailing party shall be awarded Its taxable costs and reasonable attorney fees, If cos P0. Box 1751 Sumner, WA 98390 Datte S it PO CONCRE C NI To: 41 ICA r? Job Add: i 6t' b 4- SLURRY BARRELS NG, INC 6.142 Office: 1 Fax ,Job r' Signed $Y..... DESCFIWTION OF WORK count air default 'rrrpci is assign wciated with the collodion pprc�t�ccI in Superior Codft of Pister ab etlorneytees; We drrr essorne resparas cra^a rsdbyatph llcorm WATER CLEANUPJLABORER (SNIT PRI Total Amour goy for collection, Oho a oneMail be rdau ommenced, the kh totw k ww shoal appplj rd the prevstiing pa rtyeit t ewwerded its tor (J rrow c2userr6ycutrirrgvrdtrIffrqlntoburlad pipe s+ccrlyds, cocduir, wvariand sloe! beams, CEDAR MOUNTAIN RECLA 17877 CEDAR GROVE ROAD SE MAPLE VALLEY, WA 98038 ACCOUNTING! 9125 10" AVENUE SOUTH • SEATTLE, WA 95109 ICCOUNTID 892305 SoLDTa TITAN EARTHWORK LLC 1585 VALENTINE AVE SE PACIFIC, WA 98047 PAGE TEM 91014TT DESCRI FrnoN ATION dy) • (20M 72-2558 PO NUMBER: 1620 DUMP FE2 / DIRT / T T 62 20 410,--v1 INVOlot •••11.1711:(. iloy••1€3:(•L kv ckiir,.00,4(TOPII'tp.(7.4.armoDo, DELIVERY' ADPREss: ANDOVER PARK E & BAKER "ICHETS: 060-189625 060-189636 060-189685 )60-189826 060-189836 060-189838 Received JUN 1 2 2017 TITAN Earthwork, MC Total Yds 0,00 Concrete $ 0.00 Supplies $ 0.00 INVOICE NO, 39043 71064Ra 060-189745 Misc $ 0.00 DATE PLANT 05/26/17 060 oRDEn# 001620 UNIT PRICE 265402 140.000 Y 060-189771 Labor $ 0,00 INVOICE TOTAL • '3-71 1-rit 10 160 . 32 ( -c. 1..,.... i '75 6 6 I E . 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Cs: CI 54 55 -54 04 c55 .. :;i0 0 0 -0 0 0 ,C..., .1,4 .4. 51) 10 Lr, -P to '---: In AO u") ,47, artE 7.1 • 7 7 7 7- a 7 a' 7! ja EC,It , -r 01 o JOE Cra Da 1E6 Ell 1.Q 4E31$ 8 8 'G"."-7; :Cr) tri r-- ; 7 7 • 7 7 -a? LO 5 r-- ,o1 o3 6r- 17 7 1E11 7 LED ad Cr; 455 q.1 N ;CI 5')e-.1 e JV 9a 41 tra15 lan ala 0 !ID 5505) a lj _2 2 2 '0 o 5 0 .0 C C CZ 0 -C 51. 0*455 C;.1 0 0 0 0 0 ED CD r.ra •-• C C D +a 7 7 ca. 7 a a. c. ra_ ; Ct. CI- 0- !CI- n. c. E:EEE2E E F_ E '0000=0 m. -3 a ct -_o c 1.ta _Ea c a ;a 0I0fl a a « « « < < as L.; Et tat 1 c tEt 4544 b m 'LE EDQC1iDOOOPO _- Lc! Etc cEr N Xrj 7 ED ca '1--- an Ca ; ra 7 7 7 7 7 7 7 Ear th ::": ril trC7.; 7 54 7 71 7 17 71 71 ,-4 EIE.J EC t.,-1, 0 0 0 0 0 I C."; 0 0 0 ta 5:c 7 N N c-4 c-4 N !ca L'4 Csi N 5:11: ,.'7, 64 0 ,c, CI ED Ca Era n :-:. o n Jca ,D in Ln ,...." ; ci n kb it, ;:f; S Or 0- r-- r-- r- r-- r-- rE- -1--- r•-• ,4 7 ;71 07 171 7 7 7 71 7 7 7 71 7 7 7 71 7 7 71 7! 71." E-* , . 0, 0 0 0 0 0 0, 0 0 0 0 '0' 0 0 0 0 0 0 0 10 0 -0' 10 0 CD; '0 0 Ca !-E-, f.-%! !N. ea "Qa N c.a-cE -Es! z;.! N N N N cNi 5) :2; N N C`i CNI 'ED t7:. 7.1 0) ta•"! ED 7 ca -cc! rra Ica Iva rca oc; -rE 171 Efr ?; ..1sa-1, tr.1 Eaa 10 Era . 01 7 5)411'; 5 0 !at5141 7,7 0.4 ri N Er3 N Crl t-9 CD 0 7 7L 54 In 0 :r-- Z 0 ,r1) L.r3 q 46 0 la; 444,15 ICON MATERIALS ICON Materials 04504 -Seattle Asphalt 1115 South 96th Seattle, WA 98108 Customer: 60889 Gust. Name: Titan Earthwork LLC Address & Instructions: p/u Product 12164230 1/2" PG 64-22 1 16.12 16.12 Ton OFFICE COPY Ticket: 45425102 Date: 5/26/2017 Time: 7:29:26AM Vehicle: TITAN802 Order: TITANE1701- 2017 HMA/Cold Mix Vol Price Agree (FOB) Disp Job: P.O,: 16.20 Loads Total Qty Ticket Qty UOM Thank you for your business! Pounds Tons Gross 61,160 30.58 Tare 28,920 14,46 Net 32,240 16.12 Weighmaster: Patrick Healy YARNING HOT MIX ASPHALT(HMA) TEMPERATURES CAN EXCEED 330DEGREES. Use appropriate protective equipment when working with HMA. See reverse side (or warranty and shipment delivery conditions. ICON MATERIALS ICON Materials 04504 - Seattle Asphalt 1115 South 96th Seattle, WA 98108 Customer: 60889 Cust. Name: Titan Earthwork LLC Address & Instructions: P/U Product 12164230 1/2" PG 64-22 1 16.12 16,12 Ton CUSTOMER COPY Ticket: 45425102 Date: 5/26/2017 Time: 7:29:26AM Vehicle: TITAN802 Order: TITANE1701- 2017 HMA/Cold Mix Vol Price Agree (FOB) Disp ft: Job: Gross 61,160 30,58 P.O.: 16.20 Tare 28,920 14.46 Pounds Tons oath Total Qty Ticket Qty UOM Net 32,240 16,12 Weighmaster: Patrick Healy Thank you for your business! WARNING: HOT MIX ASPHALT (MA) TEMPERATURES CAN EXCEED 3300EGREES, We appropriate protective equipment when workingwihHMA, 5eereverse side forwarrantyend shipment delivery conditions, customer: ICON Materials 04504 - Seattle Asphalt 115 South 96th Seattle, WA 98108 60889 Cust, Name: Titan Earthwork LLC Address & Instructions: P/U Product 12164230 1/2" PG 64-22 1 16,12 16.12 Ton CUSTOMER COPY Ticket: 45425102 Date: 5/26/2017 Tirne: 7:29:26AM Vehicle: TITAN802 Order: TITANE1701- 2017 HMA/Cold Mix Vol Price Agree (FOB) Disp N: Pounds Tons Job: Gross 61,160 30.58 P.O,: 16,20 Tare 28,920 14,46 Net 32,240 16,12 Weighmaster; Patrick Healy Loads Total Qty Ticket Qty UOM Thank you for your business! WARNING: HOT MEX ASPHALT (HMA} TEM PERATURES CAN EXCEED 330 DEGREES. Use appropriate protective equipment when Working with HMA. See reverse stdefor warranty and hlpmentdelivery condtttons, DUO Dale: 06126/17 1503 Valentila Ave SE Pa. WA 911047 Return Sanelos Requested 1452000392 PS65E-t1T3a2 1 M80.42(1 PIM,- "11111111111111111°11"11111"11111/1/111111111/111"1/11/10141 T AN EARTH KILO 15115 VAI ENTINE AVE SE PACIFIC WA 98047-2103 Delivered To: PIIJ Dale Wert! Customer No: 60889 Invoice Np: 2429930 Inv Date: 05t26/17 Page: Page 1 of 1 Customer Job; TITANE170 I ICON Matarlats eoa Valentine Ave Papilla, WA 98047 206-575-3200 CITY UM Unit POO Mall Total Tax Total Plant: 04604 Seattle Asphalt 05/2647 1 /2PG 64-22 Total revoke', Ticket number(s) shipped from Want 04504 - Seattle Asphalt *45425129 E- INVOICING IS AVAILAOLEf PLEASE CNTACTUS TO GET YOU STARTED, 16 28 MN 6203 1,049 36 0,09 1,009.36 16.26 vf 1,009.36 0,00 1,009.36 All payments, etre due and payable by the clue dale snow on the ifivelad.We wiaSseeSup tO the state'e lagai MeXialtye fete ler Faance argas pn delinquent accounts, Received cu.thmor NEMO: Trtan Earthwork LLC Customer No: 60889 invoice N: 2426930 JUN 0 D5 2017 Data: 05/26/17 Remit Payment To: Ciiielornar Jab: TITANE170* TITAN Earthwork, LLC Invoice Amount & 1,009.26 Arrieunt Pali; :calm]] rifis PO Bo.142421 Los Angeies, CA 90074 Pt*ptcr;d4r yds,r 6-t1T tit6„-.40, triton,' It you would Ilk' b1Uxt rice lying your bur Ikea lea Cus tpme rust, NA en 0, 04513-I • Seattle Asphalt Ins 5cludi gfith Seattle, WA asita 60869 Titan Earthweek 11C Address & InstnIctiolur PIU Oedleer Oisp Jb OFFICE COPY Ticket: 4542S129 -Gale: .5/25/2617 Time: n:11:5$AAi Vehlde: TYTAA11102 Driver: TITAN E1701 2017 illvfAiCni'd PAY Vol Price Agree (1013i Prc•ClUcl LO_L1.1 TWA' QFV Tkkat City QO 12144240 1/.2PG 64-22 1 16_28 16,213 Ton Signature: Thank you for your business! *Aux.ia t.iaT iolt4 Az.,14,1Li POL. 14,1440113V111,01,130,VONItp ItlYtalfit tiviwts,twit pkitER4 tqe.r...S.f.q 00. ii44.•1 440. KVA reptlt ra? Ofsr..,i, 04504 • Seattle Avhtlt 1115 South 960 seanle, WA Ss 10.3 CIA ittriev, EtItS9 rust. Name: Titan Earthwork LLC A ad & test re tdr,rii: Pro•tlic 12144240 117' PG 64-22 CUSTOMER COPY Order: TITAME17OI Dlsp lob: Pounds Torts C11711 61,344) 31167 Tire 28.750 14,34 Net 32,560 16•28 Weighmaster Pa trick flee,. Ticket 4 i1251.29 13A1c: SI/S/2017 runs: 9:2351AM Whies: ti-ANEez nfivert 2617 MVC4 Mix Vol Price Agree (FOIE4 Pounds Tom t5rOsS 61,14D 3447 Ta.,e 2.8,7ao 14.39 Net 2,560 16.2Et Wekgbr,n4ter Paula lie* Totilf_gy Ticket CIty U0k1 16,28 16.2e Toil Thank you for your busines-0 ArY kS,S.ILT ',1A,1,0TLIAXV41,71,13G5.11LICGL313,1tEt PIES. Vt.t wartYcarik. PAM "la. row. WA Out vestfiNyP4 ICON Slit '1 Customer: Cut_ Namc 04504 - allIe Asphalt 1115 5r.Lab 6th Semite, VIA9B106 605,S5 ttan Earthwork LiC Address & Instructions: PAO CUSTOMft OPY Ticket: dS4Z51 Z9 DAte: S/26/2017 9'.21255A.M Vehicle: T1TAA902 Oliver; Order: TiTAINE1761 2017 HMA/tordMix Vot Price Avec- {PO ti) Olsp lob: Loads Taal obi Tickat Cry PQKI 12144240 lir PG 84-22 1 1628 16_28 Ton Thank you for your buine5s! itgAINOASICKT Pre4M AdtamAd,wois EMI XCO7103 21UILS. afrp,2;titEt eAtta:,t .t.4.;tonrtoti6t.*541,4 'AO KW. Ste re,..erm pet Pound% Tons Grass 61,340 Tars 78,780 Net 32,560 weightm&ter: Patrick He IV 30 67 1435 16.18 1S08Veieettia Ave SE Pace-v. WA 9$047 Fielum Servlos Reigested 1052000393 PflESGST as31 Ms Cf.420 PiC2 iliiirlii,v9.1.111,11-111.111111111111111111140111,11Y..11 ' EAKHWORK 15USVOEN11NE AVE SE PACCE Ma 4 * 7-2103 Delivered To: PIU Dale Metailai --- Plant: 04504 Sitk 05125/17 lfr PG 54.22 As It Total Woks: Ticket number(s) shipped from plant 04504 - Seattle Asphalt *46425162 E- /WQJCING IS AVAILABLE! PLEM& C NTACT U$ TO GET YOU STARTED, Customer No: Invoice No: Inv Date: Page: Customer PO: Customer Job; ICON Materials 1508 Valentino Ave Pacific, WA 08047 208-5754200 QTY UM 60889 2429939 06/26/17 Pagel al 1 1614 TITANE1701 Unll MA Vag Total Tex Total 15 00 TON 100 62,00 930.00 00) nom 930.00 0.00 430.0C ALI payments are due sad payable by tho due date shown en the Invoice. We wilt assess up to the stale'a legal maxim drn rate for 5nance charges on deSnquent accounts. Customer Name: Customer No: Invoice /0: Date: Customer Job: Customer PO: Duo Date: Titan Earthwork LW 130889 24 2:3,93.13 05/2SP7 TITANE1701 1514 ere Ned JUN 05 20P Remit Payment To: TITAN Earthwork, LW 05125/17 Invoice A1110 Arnimt Paid: ICON Marialt PO Box 742421 Lec5 Aniebs, CA 900.74 nt: 930,00 )our email 3401144 Warr if r** ***yr:If** to 1411.4 riltt*p.4ng invalgipyfif 443101 pap I of 1 4 - eattle Asphalt 1115 54.111.1196th Seattle, WA 9310s Customer: 00039 Cwt Name: Tr* E3rthv..ori LLC Address & InItk.rt5t Orden Pfsp lotu P.0,; 1514 OFFICE Produ Loads Total Oty TIckei City IJOM 1 15.00 15..00 Ton 12144200 1t24 PG 64-22 Siftriattitc Thank you for your businel .41 mar", 1- *et vn. WHAT tw E5Wf Pia EIELEg Cepres.3.1.1}.1,micOt *Atii ititeft k 9,4 SO4 - Seattle Asphalt 1115 Sectti 960 .5.ertle. WM:J.810B easterner, 508g9 Cot, game: Man Emthwc.rk LLC Address & Instructions; PrcdUti 12144.204i VT PG 64-22 CUSTOMER COPY Clifien 011p It: )017: 1314 Lcacia otar Qty Twat Otv LJOM 1 15,00 15.00 Ton Thank you for your business! 'Ma tsq $41....kPiika4+44.4TIVIRIVT)ILSCANElliG i57 tt&ivil5r, tr42.-K-4 "AA - ICON arce.o.L4 Cuiturners Cult, Hamel 04504 - Seattle Asphalt 1113 Sault %tit 5ca ale, WA 581,PM .604389 Than Eeetti-work LLC Aerir4556.1rattutilorist PlOcitiC1 12144200 1/2" PG 6,4-22 1 15.00 15.00 Ton CUSTOMER COPY order: [Asp It: lob; 1514 i 4.-141Z Total QIN+ Tk,k ON UOM TICket 45425161 Date: 51-26na57 Time 1!00;00VM VeNde T1TANS01 Oftrer; Poeierls Tons Cress 58,60 2938 Twre 21,780 1433 Net 30,OCCI Weiglmestec Pa krier Het ZV Ticket: 45425167 Daze: 5/26/2017 -firm!' LOG:WPM *hit; TITANI0D1 Driver. PipurAh Ions Giusi .5i4,760 2333 Tart 2E3,7E1 14.38 Het 30,030 15.00 Welernat;tcr. Pittlek Ticket: 45425162 Date: 5/26/2017 Time; 1:190005IM Ste hiclel TITANS01 Driver: Po4.ifiris Tens Gr0ss 38,760 laze 28,160 Net 101,02 Welerroster: Patrick Meaty 2530 14,18 15.00 Thank you for your businessi Will.5418h3,1.0T aarAlti b.11.4 cme no raiA5 wEEL tgliir,...tlebe 5 449+161{ v./11.14'1M 5,4,...,1 I*4%.1. uoe 16081/.51W:et Alt 8E PacrTio, WA R81147 Return Service Requested 1[1.521:101:1911 pflFSORT 301 wi10,4;Ro P 1 2 1.111.11111111111.111thirdiii11-01.0,11111111-15.111111. TIT EARTH 11K LIC 1585 VAL ENTINE AVE SE PACIFIC WA 91112147-2103 Dellvered To: P/U Dale Malarial Plant: 04104 Seattle Asphalt 05125'17 METAL BUCKET - 5 RAI CONS 00017 ae-1 TACK (Gal) Vet Ineulge: Ticket number(s) tilpped from pant 04504 - Seattle Asphalt "45425105 Customer No 60889 Invorce Na: 2429921 Inv Date: 05/26/17 Page: Page 1 of 1 Customer .kb: 16.20 ICON Materials 155VenUfleASE ye Pecirlo, WA 98047 205-575-200 QTY UM Unit Prics Hatt Totei Tax Total E- INVOICING IS AV'AILABLET PLEASE CONTACT US TO GET YOU STARTED. ... .. . ...... . . • • • 1.00 EA 15O0 15.03 3.00 15.00 4.00 GAL 13 50 64.00 0.00 54.00 5.00 50.00 0.80 58.00 A paymert. via dup. id Rapt& by the due dale shown, on the irivoi.ce. 1/". will en-q.s.s up Id the regal roaximteli tete for enamel otreresch delinquom accounts. Costumier Neale; Titan Earthwork LLC Customer No: 60649 Invoke it 2420921 oats: 05/215/17 Customer b: I (1,4 Duo Dalo: Received JUN 05 2017 08/26/17 TITAN Earthwork, LLC irlAtOk13 Arnoanl: 69.00 Amount Paid: Remit Payment To: ICON Ikeeriats PO Box 742121 Lcts Anotfts, CA 90074 Mai* prE.VAA your I null si.te OA bi,w W WJ kI ltuft 11.014+1N Y51,,ra"k" ul° 112)" pago 1 ql 1 FA No, 110 Mike Kelly Dave DcsmtIrool Jt q DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and ewer replacements item No.: Change Order - Extra Foundation Repair, Description of Work' OM ' 11,11M0M941011 Ins mai pave er.� n on illybe consider a Fo Prime Contractor: Titan Earthwork o� OCCUPATf0N P'iPEL4Y Perms ", er41ittl FOREMAN arttn n tC2+ L B-85 P1PEL.AY.... LAB y OP-TYP OP-TYP ORf1+ER TCS ,Foreman (G2+53i O riit rT R) Laborer iAppr. 85% Av; fi ...:. :3..er AUt8) :Laborer 4 .60r: A'..) ECUIPMENs 0 A rAOHMENTS asuipresertft awl era Descreplcii F-550 Truck, Farman -550 Yn ck, Foe a 1''1 pastel-razed.,5 er.,tai •C Ex01vdtoi'. Jti1x1 Deere*440i 135 C1aas Buc) et. 3tY to 33" (1 ctas:) Sucact 30"to33" 100-ctas Excavator„ 31:31-i1Bfusl 5+^.kJ Bucket. 3 " to 33' (100-ease#) t)uci:et, 50' to 33" (100-sass) !h7:44-Lliader. ...10,`)-Plack.i 824K Reiter 5.mo ttr Omens. Dmr1epae t .tn Of11) Solo'i aciorwtEnd-dump 50 MOM G'4,Aa" n+ -ails LAB Project No: $902 A Data: 5130/2017 ve and beyond whet wvuk tt. Wo1KCr, ScPtoi1 ci ? Mark"Yea'or"X'ttye Sub-CQrttraotor: EQUIPMENT 112"H1). twiCSS 47:r6Tt 1114"'R+ Thiele limiting JMR TrIt5*IP.9,11000 JMR Tnracinp Pt�] Camp fees STRAIGHT TIME fire 0.40 6 06 Hatir1y Rate 75.40 $ 58.15 __-•75.40 56.42 OVERTIME :Hrs 134.57 77.20 SUBTOTAL - LABOR: DOLLAR AMOUNT LABOR OVERHEAD & PROFIT r42 237m 8 1,959 30 LABOR TOTAL $ 8,715.51 OPERATED Firs Hourly Rate 21,37 21.71 7 3.53 5.58 aSt3 58.32 a358 53.15 1.54 8.84 1,84 1.84 18.0'3 7.43 1 0.7a DOLLAR AMOUNT 192.33 195.3M F"1.77 50.22 1E 112.47 27.78 3.037.42 Hrs 11.33 5 ;02. Firs 1 pre 1 $ 1.436. Hrs 140 238) SUBTOTAL QVZ H 64,p 3 PROFIT g 21 it: TOTAL. 1.5, 7;Cai • 11.987.54 Verification of Hours Worked: TOTAL: $ 23,737.49 File. 600.02o Pay Estimate Entered- 11 Cate: 5/221201 Hy . Shinsa (for 1s"+; MARKUP Te Asl-san b prrt act v.or3t) SHEET TOTAL. $ 23,737.49 JJp Aci tr or $2.5 003 100 000 tf dieekod, this work Is III dispute Ely t •ar.:1 x9 th1r.t. fttcrti, pE`tiestrsdNreeing'.:rtt'etire art eedcdty t=sr_ Ettlillesteril o be d;+ rre1Pad al a wet d tA. FA 11 t3 MH 04ry fter Paving Overox-MER.xls 7err, tare Updated: sr'P.la'itf DEMOLITIO EARTHWORK FIELD RESOURCE TRACKING SHEET UTILITIES Customer: .....,_ Dale: C, 0 Trackln #: Tut v, Pr : -or a % lob Li r C IA rrt OA) ... Employees On Project: Class; HourS: Description of Work / Comments: EUT . F.-,, .., 1•P.,1 F, tv L N., C AA) A r C-1 I S. kiULY PAULI) fig.,E;v4.5 IssA 0.4‘,J EA'S r AN") VUtiSr . it E5 0 i- ON t)0VL.K.,_ T I AA Ni L.. L. 6 ON-Ei, A A 0 , — r-ILUA, - L. T 4 G E ................._ ..................._ Equipment On Project: Hours: ......... Fo o I1UAv...EAs aov r0 Bo IIU X pm. 3 %I 13 E., c , . STA , 5 o I N YN R.01-4,E, 50 K.- t 2okL 5 t 1 E... I- 50L DuLt so Ii.4-t.t3(0 Imslo sl . oist_ 0 5 100 '4112- t I z i ...., Materials, Trucking, Subs, Other: Qty: Z. i riati4 II 7-6.1 rc, r ,0 I(Circle A I, Steel sheets? Shorn ? Temp Fence? Purn s? Traffic e I es? Confin d 8pace Kit? TITAN coring or cutting? Excessive admin. effort? Ow r's ReDresentative Sittnaturg,: Date: TITAN Earthwork Sinrialurete: .... A / IJ White - Office Job File / Yellow - Foreman Plnk - Customer TITA.64Earthwolk. LLC at 1685 Valetiline Ave Sl. Paoilt, WA 98047 Pone 206-325-3004 Fax 888-325-3004 KANGLEY ROCK & RECYCILING AGGOUNTING: 9125 TENTH AVENUE SOUTH sem-19.e, WA 98108 (2 ) 762-25 A DIVISION OF GA VERLM40 CONSTR6GTION COMPANY,, INC ACCOUNT ID 892305 soLp PAGE! TITAN EARTHWORK LLC 1585 VALENTINE AVE SE PACIFIC, WA 98047 KANOLEY PIT (Flarit N 22500 S.E. kert-KafigrFy R4., Rawns131e, WA9etk5t taKi SLACK RIVER QUARRY IPlant 2 022) 510 P.'OrSter Rbtd, Reran., WA 9055 {425) 226-11.0 ext, 3339 OERAti SHORES iPlanl 020) — 21010 CeAgi Grave Etia6 S.E. Maple Valley, WA MOM {425) 226-104M cal, 2340 Lo2 a( m) :"...Fteritut SeatIlie,„ :WA :9!:81f.:18::' DELIVERY ADDRESE: 501 TUKWILA PRK ITEM 65010 70015 IPTI PO NUMBER: 1620 1-1 /4 RC BSE CRS A-183 TYPE ENVIRONMENTAL SURCHARGE rqr TrS : 022-759-5-6 0'22-759600 Received JUN 1 2 2017 TITAN Earthwork. LLC Total Yds 0.00 Concrete 0.00 Supplies 36.08 REV (3-1.?2C1)5 UANTIJY INVOICE NO 907671 DATE 1 PLANT 05/30/17 022 jh X14 400063 UNIT PRICE ORDER 4 541436 TAX 'MEAL 36.08 TN 36.08 TN Misc 8.000 1.000 INVOICE TOTAL N 288.64 36,08 324*72 Evergreen Concrete Cutting, Inc P.O BOX 1751 Stunner, WA 98390 800-480-1494 BILL TO Titan Earthwork, LLC 1585 Valentine Ave $E Pacific, WA 98047 Fetietal Tax (DIN) 914 67 WO Contractor's Registration: EVERGCPWCP DATE /017 Ticket # 108159 30x 4" Asphalt Cutting 435' x 6" Asphalt Cutting Slurry Barrel Removed 05/31/2017 ERG coNc.mc DESCRIPTION Ticket # 096870 107' x 6" Asphalt Cutting Water Clean hp Total RaCel ved JUN I 7017 TITAN Earth vvork, LLC VB oak forward ta working with you again, EN JOB ADDRESS Invoice (3/8/ 0 7 Baker Blvd et Andover Pkwy E Tukwila Job 1620 P.O. NO, N/A RATE/FT Total 1.00 1,50 75.00 INVOICE # AMOUNT 30,00 052.50 75.06 375.00 375.00 $1,132,50 If this account is in default and is assigned to a collection agency for collection, then (Cus(omer), shall be liable for any end all costs associated with the collection process. If legal action is commenced, then Washington law shall apply, (Merchant) may place venue In the Superior Court of Pierce County, Washington and the prevailing party shall be awarded its taxable costs and reasonable attorney fees. P0.Box 1751 Sumner, WA 98390 Date PO # w Job A.dd° e QTY, !HUMP ION OF WORT[ Ili] SLURRY BARRELS 1! tlrls sccatir l is In default and is asslg�t costs associated with the collection place venue In the Superwor Court` or reasonable attorney lees.: wa depot assetne rtasparastbIPlty+lr r dar covered' concrete mends., nod By °perntcrr Name WAT A CLEANUP/LABORER Total AmoIA II rr eracy torcaliectldn, then (Custwrrr:r) seal be 1. !s cern/nene= than Washington law shall e unto, "a th ng ort and the prowl:11;w party shall be awarded It sesedbyc❑fig Dr(Wing br,rie}lplpr& va,'d , eandr tt:: wnaciandstestbean CEDAR MOUNTAIN REC 17877 CEDAR GROVE ROAD SE MAPLE VALLEY, WA 98008 ATION 1 (010(1) yol& ACCOUNTING1 S125 1 'Cr AVENUE SOUTH • SEATTLE, WA SWIOS * (2)6) 762-2566 ACCOUNTO 892305 SOLO TO: TITAN EARTHWORK LLC 1585 VALENTINE AVE SE PACIFIC, WA 98047 PAGE: 1 INVOIC R0P14.P•ormET11.10.:•.•.. Ic*KoommAoRinIForrmi..0.,:m1.1 A!k,0e01140WA )B1aa • • • DELIVERY ADDRESS: ANDOVER PARK E & BAKER INVOICE N DATE PLANT 39070 05/30/17 060 ".- JOB/P.O. AI ORDEP # ITEM 91007TT 91012TT DESCRIPTION PO NUMBER: 1620 DUMP FEE MIXED CON/ASPHAL T DUMP FEE ASPHLT RUBBLT&T <2 L1CKET5: 060-190072 060-190148 060-19 60-190272 Received JUN I 2 2.017 TITAN Earthwork, LIZ Total Yds 0.00 Concrete $ 0.00 Supplies $ 0.00 UANTITY 4.00 LD 2.00 LE 001620 UNIT Ohm 485.000 220,000 060-190204 060-190266 Misc $ 0.00 Labor $ 0.00 INVOICE TOTAL 2 65 414 T TOTAL 19,40.00 440.00 ----- SUBTOTAL 2380.00 REFUSE TAX 0.00 2 3'0.00 1508 Vaiontine AtefiE P WA l2404? Return Service Reque5tect S59090005 PRESCIFIT 15 Me CIAO PtC4 111"11111111P111111111(111111111F1/11111011It11111111111111 TrAN EARTHWORK LLC ttt 1686 VALENIINE AVE SE PACIFic WA 04 7.2100 Delivered To: PiU Date MaZerie — Plant 044304 Seattle Aaphak 65130/17 1/2" PO 64-22 05/30117 METAL BUCKET- 5 (AU ' 05/3017 CSS-1 TACK (G0I) / La 0 CPO Ct- 44-W- Lkivr" a co fut,. 444 Customer No: Invoice isip: Inv Date: Paw 60689 2432366 05/30/17 Page 1 of 1 Customer Job; 711-A1'4E1701 LOON M81.811813 1508 Valentine Ave SE pacific, VA 98947 206.67S-3200 CITY UM Unit Frye Total Invoto: Ticket 0umbsr(s) shipped from plant 04504 - Seattte Asphalt *45425212 -45425228 '45425232 E. INVOICING ,IS AVAILAOLE PLEASE CONTACT US T GETYOUSTAR v • ..... .......... y + / 41.66 vf 1.00 J 53.66 TON EA GAL taatl Total Tax Total 62 00 2,954 92 9.Co0 2„,954.92 15 DO 15.943 0 15,00 13,50 67.50 0,C0 67,50 3,037.42 6.00 3,031.42 All payments afa clue and payable by the due dale shown on Eno Invoice. 'Ala ve3:1 85%,!n5 up to ha states taga7 maximum rate fox linaoo5 charges on Received delinquent accounts. JUN 1 2 2017 TITAN Earthwork, LW Customer Name: Customer No: lavoCce#: Data: Cuatomer Job: Due Dam: Titan arthwr1 LLC 0080E1 2432386 05/2011'7 -nTANE1707 043/29117 - Invoice A.M0 telt Amur t Peld: Remit Payment To: int4 Me:elate PO Bea 742421 tee ANelcs. CA 50374 3,0V',42 , .... ... Prtila y-41;-t *gull sfRA*1 laW yoqr Tr-)w la like IQ k tut f•441IYIng. y4,4E:W31'16 11 y + ............. • , pwe 1 1 rushirite7: Cult: iiOr ie: D4504 - Seattle Asphalt 1115 South 9%Ill St1titt,. WA 58108 b0889 Titan Eartity.TA LLC Address& tnsl5vc1icnr; PiL1 P'rodi 12184220 1t2' PG 64-22 CIFFICE COPY Ticket: 45425232 Date; 5/302011 'Timer 1;45;47PM Veh-:1e; 1Mp5100 Dinlet_ der; TITANE1701 2017 HMAfCold Mix WA Price Agrct ZFQ1:11 Pp,: PoU6d1 Tani lair: Gratis 55.8813 27.94 PA; Tare 28,780 12.88 Net 36,120 9.5.08 WeIghmastet; pattkkHeay LoadA T9ta1 f13t Titital„Oly LOM 3 47.66 '15.36 Tan sgtiature; ... Thank you for your busines$1 wAgbpire:. rt Ti,,aawata rr... 311a+ni..-;=.- ; is. at-UW/3f MP 4twriaraP .4'..40,Vt USDA - s to tire Asphalt 1115, South 94th Seattle, WA 98102: Ctrstumer S08139 CusL Name; Tan Earthwork LLC Address &Instructions: PI11 Product[ 12164230 112" PG 54.22 wuieti CHW teur_Sd I CAA L t na ced 4504- Seart[e MiJ all 1115 South 9Crh Seattle, WA Paio8 rusio tetc CO,t5,9 Qat. ?,3arlac Titan E rthl+'nrk LLC Address & 3 Pfl1 ErAgrj 12164230 1Y2" PG 64 O:rdic EHrp; Job:: P.O.: CL1 TO a copy Ticket: 4541 E231 Dace, 5J90f2017 Tme; L43' 47PM Veh tt IM89aO Driver. TiTADi£1701 2017 IaMAJCold MIX 'Vol Price Agree (FOf31 Liadg Total City T s_et ON UQM 3 47.66 15.06 Tor, Fwads Tons Gos&. Tere trt t Weighirooster Thank you for your businEss! 3pw ys. ,K,a e.. ..+,.S,aF .40.2s. W. slim 5xv.rrrrr Vst;,r reror d hvi s rs Order: wisp 11: kb: P.Q.t 55 .880 27.84 25,760 1248. 30.,1211 15.DS PatriekHeaN CUSTOMER COPY Tickets 45425232 Oats: 5)30t2017 Ti'tr`C= 1:45:47PM Vehitre: JM9900 Driver; TITANE1741 2017 t1MA/Loold Mix Vol Price AgraFOE) PoutKI4 TORS Giass 55,886 27,94 Tare 25.760 12.88 Yet 33,120 15.CZ Welg :rtnaeter_ Patrick Healy 1,+ 40s ToW QIV flI Qtv UOM 3 47.6 i 15.46 Ton Thank you for your business! i+aiw,i,yapxuTMAN 1eMI£ur:F-1E5 Ul+EKE 339,^GG� LVfiif [+-,::'rtf'nm vbsis.lf w4r'W ^L wd�KW. Ea Web Xit +N,401.1E:tl at i\dt,,t i'F Customer: Curt- !alma: 04504- Seattle Asphalt 1115 50(.0 9Rh Seattle, WA gaics 60889 Titan Earthwork UC Address &Instructions: Prod u Orden Olsp k: 1C111: P.O.; OFFI -ifTANE1701 Ticket: 4542522E Date; 5/302017 Time: 1,14:17PM Ve hl0e: TITA41102 20i71-IMA/Cold Mix Vof Price Agrcc (FOB) Luaris Total ON Q ,1„110M 12164230 1/2' PG 64-22 2 32.80 16,53 Ton SiE na U e: waithnoc, war AVRAIT ?-3A4T714PFIATtrentroNntet 33C ara tr4 be 504 - Seattle Mohair 1115 Soi..th 96th Seettle, W 98108 Customer: 60889 CUM N4rtic Titan Earthwork 1.1.0 Address & Inns -actions! p111 Product 12164230 irr PG 64-22 Thank you for your business! p4kin)04- wb4, Anymtrt AVM oda Orden tilsp Joh: P.O.; CUSTOMER COPY Pound; Tons Gross 61,640 30,82 Tare 28,5E0 14,29 33,060 16.53 1A'efelunasicr; Ff3ek Healy Ticket: 45415228 Bete 5130/2.017 Male: 1:04:17Ph4 Vehicle: TITAtiE02 iTTANE1701. 1017 HMA/COld Ma Vol Price Agree (FOB) 1.0ijds Total Qtv Ticket Qrtv trQM 2 32.60 16.53 Ton Thank you for your business! A9-,4.41.EN,Vil TEMMLiTURSVOISilk44) iP 1.7..n-6=4"?4 h44.- 04504 • Stank Asphalt 1115 South 05th $r,.2 „fe, WA 88108 CUStOr111111 613J3,39 cyst, Marne Timm Earthwork tir: Address& Instratt;ons: Pit) Prcklun 12164230 12" PC 64-22 CLISTO /VIER copy Pounds Tons Cross 61,640 30,87 Tare 20,550 14.29 F•kt 33,060 15,53 Welphrnaster Patrick He 2111 ittket: .45425228 Dale: 5/30/2317 Trme: 1;04:17PM VehIcre TfTAN802 Orhren Orden TITME1701 2017 HMA/Cold Moe Vol Price Agfee (FOE) Drsp Paundi Tons Gross 61,640 30,82 P.0,1 25r551) 14 29 Net 33,1KD 16 53 Weighmer, Peak He* Tclal Qh Thk1at QM 2 32.50 16.5a Ton Thank you for your business! F.V.1.11tW: PCT AS79-je ',XIA•TEWEM113$.5id..311=8.e.111.143EblIES Wrailtt. Etrape,04 wnyaru.s.icisrbx •rear4r r.r Ctas-torn-ort Namet 04504 - Stott!! AlphaIt 1114 5000 gSth Seattle, V/494104 60359 TifL €tIiW Addf au Et IrtstrtxtIons: elCialrt 12164230 112° PG 64-22 90150A CSS-1 TACK GI) 571424 METAL BUCKET- 5 GALLONS OFFICE COPY Ticket; Pate: Time: Vstic Driest 4542_5212 4/30/2017 11-,71:2A5.1 TIYANS02 Orr TTA.71 2017 HMA/COld hlia Vol Price Alre fFC15) rasp V. bbs Total Qt.,/ 1 15.07 0 0,00 0.00 Tickel Qt LtIIILA 16.07 Ton 5.00 Gallon 1.00 Each signaltuni; Thank you for your business! veLprw. maw Imparnme f.‘urr-ompaiimmutp.uctActiate..tigaT,TA SitrepwRiie. - 04504- Seattle Asphalt 113 S shLh Sgattlt, WA *8104 Cueldrnen 05438 Cut. Name: Titan Earthwork 1..tC Address & Instruct/um: Pita Erotica 12164230112 PG 54-22 90150A CSS-1 TACK {Gap 571424 METAL BUCKET - 5 GALLON8 -Orden Ditp kb: Total Oly 1 16.07 O 0.00 o obi) CUSTOMER COPY Pounds Tons Grezt0 0.00 Tare 0 0.00 Net 040 Werghrrieget: Patrkk Healy Tickets 4.5.425212 Date: $,130/2017 Times 11:Z1:22A...A Veides 117,04saz Drivers TiTANE1701 2017 HMA/Cold M Val Price Aiascc IFOB) Turret ori um." 16.07 Ton 6.00 Gallon 100 Each Thank you for your business! Pv.vedi Gfoli TrC Net Weahroostert. Ammo ; tofir X,W141.115rmA;) ruaitocrtati (AN gruipip ocvn_q. L Save WAWA< (Mk via..01111, *MA tR14.791,01, 00.nprzpgalt.r4 Carsten-ism Cast. norm' 04504 - Seattle Asphllt 1115 South 56th Seet0e, WA 55104 60889 Plan Earthwork LW Address iriAtiudions: product 12164230 112" PG 64-22 K150A C,58-1 TACK (Gal) 571424 METAL BUCKET -5 GALLONS Ordet: Cgsp ,lab' P.C.; Loans T0131 g.,My 1 16,07 O 0.00 O 0,00 CUSTOMER COPY Ticket oate: Delver; O arra 0 0.150 0 000 Patrick Healy 45425212 Sia0[2.017 11:21:22AM TlEAN4-02. TITANE1701 2017 HMAJOald AN Vol Price Airco (FOB) Peunds Ticket Oty VOM 16.07 Tan 500 Gallon 1.0.0 Each Thank you for your business! 41,41144V-9,r4T A5P.O.ITE•mwrsdrio..,1)...ff ON Win:, rACOUS. lfrR Ti C-ross Tore Net Welchrrtaster: 0 pmnek Healy 0.00 0.00 QXI ( oceivod OCT (YE 2017 TITAN Enrihitvork, LLG , "it '4":rtt , tt: ,trt f I „T. 2 _ .71 ttar, I „.' r r „ ' - f Thiele Construction LLC PO BOX 652 BUCKLEY WA 98321 Bill To TITAN EARTHWORKS 1585 VALENTINE AVE SE PACIFIC WA 98047 9 10.5 TIT DATE: 5/30/17 TICKET# 4684 T2 TNT DATE: 5/31/17 TICKET# 4685 T2 S Received JUN 08 2017 N Earthwork, LLC (aO(7) '7 LJ G Y)) Invoice Date Invoice # 6/6/2017 1826 P.O. No. Terms Project Due on receipt 1620 PW Description Rate 145.00 135.00 Amount 1,305.00 1,417.50 Total $2,722.50 Protect Name; Item No. Description Or Work. DAILY REPORT OF FORCE ACCOUNT WORKED and Sewer Repfacament5 Extra Fo d1N novelly p ' 47a8. Effort llside n p µ P1 abort tit 4t' L S7 . 'r;:mctor%: Prime Contractor Titan Earthwork Sub -Contra der: 3.9E CODE Mire I OP-TYP MVf ,: PPELAY [TCS tar r krxand LAE-60 Dane Gong 'LAB GR McKcAufe Ewipmert SUS 4353 OR OGC:Ui RlON IR:44444n G2*334 .. 1,- . Le er 1U>8i 00aratur 4T3 I£7 ?ar .4 +t k"iL1G.L +Cs {1j,. Laborer(. -fi5,, TCS r2T1 , IIr, ririlend ET. STRAJCI4T TIME Hourly Rale l'NPNT t IIPMENT OR ATTACHMENTS Equsrr44r44 O =s 5 T orKnon fuR a;stomIed 8 era��FE xaiuMoro Jahn Deet,!4i 341r 44 33' Lo v.4K JDh1lacNd 5( a37r 0,: xer. Sr I1 arJm. 1oi riijd du F- 50TrucK For2ml F--5ra4 Tr-,ri., Foram 11 SERu10ES aPx Bffma§diq 0024 44lorrised 4 S 72 22 FA Sheet NO Project No ! 1 13I 144 N2t Date. WWW� wad dbOvq and beyo$td what would OT Rale 11 1,022.11 ties :2s t era 1' 712. E�7o. SUBTOTAL - LABOR: ^�._.... 9.d22,et LABOR OVERI-IcLAD s r-f;OFIT @ 2e , s 2722.56 LABOR TOTAL $ t m15 •17 OPEF1ATED r4 Nourty Re 4144 7.43 O.7r3 SUBTOTAL -EQUIPME!4T 5 EOU-PMENT OVERHEAD 8 PROFIT 21% $ EQUIPMENT TOTAL 5 Ev rem Concrete CdL"Tilts 108t59 ' 1 UMcd R nlelj TCS Truck (nurh 213) 11 150 JMR # Trusidn3 #900 _... 12 1 n at Hours DOLLAR Amour.0 255.:r 1.8.40 7'25 2 249,87 LP bUBTOT1+L s. 14. 4.tfi O` ER1-`EAD 8. PROFIT 1121`. S 3:09329 Td AL S 17.477.5 ;2ale Pay Estimate Entered; 1 Date. 5r22r2018 By J. Sltinsato 12 r.INRK.UP torprim«xflea suGonnIxaci ri4:44) SHEET TOTAL. _.. 34,032,01 34,032.01 Pr;Tre h°,sr Lp or 'Swt4?'4ra:'ar. 1 5: < 25,0X 1 $25,01:41 ru €1000=13 If cherA4d, his work 44 in rksputs, E}y flirq thTs =ter, w.areagniniNhJEe[r' p-kleffut . 4.9 0=rnplislittL 1 k Eek.:4a14n1.' ; [urn;:ice g aleu date. Fi!.= 00.175 FA 111....� f,�H -After Pt"ivirlG, everex•MER.,xISTert so i 1:11t to : ustorner: DEMOLITION EARTHWORK UTILITIES Iass: Hour$: Equpment On Project: 1B53 lb . aterials, Trucking, u s, Other: Qty: Units: 1 'ILI R, y I/4.05 rot%) -r. Oct ve Sion tur : Date: t ) 1 I FIELD RESOURCE TRACKING SHEET Job #. F.- iJrJ Trackn. Descrlplion of Work / C nt 0 v ECAV I Fr 4 I-51r 3'4,003_ sx1 jx vam .01.064.040,“' ;Circle App!.) Steel sheets? Shorirt ?Temp Fence? Pumln? Traffic Devices? Confined Space Kit? TITAN coring or cutlinn? Excessive admin. effort? TITAFI Earthwork Iairi Dalai White Office Job File i Yellow - Foreman / Pink - Customer TrirAt4 EarthworK, LLC et 1585 Valen1ine Ave SE, PacIfio, WA 9047 Phone R06-325-3404 Fax 8a8-325-3004 7 KANGLEY ROCK & RECYCLING ACCOUNTING: 9125 TENTH AVENUE SOUTH SEATTLE, WA 481 us I204j 762-25E8 A DIVISMN or 43ARY mERLINO CrONsTRUcTiON COMPANY, INC, 89205 ACCOUNT ID SOLD PAGE: ITEM TITAN EARTHWORK LLC 1585 VALENTINE AVE SE PACIFIC, WA 98047 DESCRIPTION PO NUMBER: 1620 65010 —1/4 RC BSE CRS A-183 TYPE 70015 ENVIrONMENTAL SURCHARGE K GLEYRT Muni 0 OM 376 SI, Kt nt•KadOi Pramsdale, WA 911,1:.*, • POI 886-9.2pg BLACK MYER QUARRY (PlArd. St 022) 514 Mondier Rad. RNion, WA S.50,55 • (425) 22B-10C3 ext, -j3ng CEOAJR SHORES Pk nt N029 — 21010 Cvlar Grove Fad S.E. WO Wiley, WA ^in0 • 025) 226-T000 r.1140 VO IN( INVOICE M ROAAy,I1r11.41(r . . . . . 14)111 f5m10....AOAAI.WM, • 66TH AVE & ANDOVER PA DELIVERY ADD ESS "im01215 Received JUN 1 2 2017 TITAN Earthwork, LLC Total_ Yds Concrete $ G.00 0.00 Supplies $ 44.05 RK E mg.w INVOICE NO. 9 07 72 JOSIRO, # 400062 QUANTITY UMTPRICE .1ivxmwmwomAnnr 44.05 TN 44.05 TN Misc $ 0.00 DATE PLANT 05/31/17 022 ROERt 8.500 1 00 0 Labor $ 0.00 INVOICE TOTAL 541 19 TAL 374.43 44.05 SUBTOTAL 418,48 SALES TA 0.00 4 8 Fi 021,120 Evergreen Concrete Cutting, Inc P,O, BOX 1751 Sumner, WA 98390 800480-1494 Titan Earthwork LLC 1585 Valentine Ave SE Pacific, WA 98047 Federal Tax ID (ITN 91-161141C Contractor'5. Registration!. EVERGCAT.945CP DATE 05130)2017 05/31/2017 DESCRIPTION Ticket # 10815 30' x 4" Asphalt Cutting 435x 5 Asphalt Cutting Slurry Barrel Removed Ticket # 006670 107' x 6" Asphalt Cutting Water Clean Up Total Rocal ved JUN I 2'017 riTAN E workLL We look forward Lo wrk1ng with you again. C P,e3 S b Invoice DATE 602017 Baker Blvd & Andover Pkwy E Tukwila Job# 1620 RATE/FT 1.00 1.50 75.00 375.00 Total INVOICE # 108159 Net 30 AMOUNT 30.00 652,50 75,00 376,00 $1,132.50 If this account le In default and Is ass ned WI a collection agency for collection, then (Customer) shall be liable for any and all costs associated with the collection provass. If legal action Is commenced, then Washil !km law shall apply, (Merchant) may pia venue In the Superior court of Pierce County, Washington and the prevailing party shall be awarded Rs taxable coots and reasonable attorney fees. PO Box 1751 Sumner, WA 98390 Data .._ :.� + „,.„ Bill To: \ PO # , .. ........ Job# Job Add; ~_.... i ` t igned By A!' � _ i.Y Operator hJ QT DESCRIPTION OF WORK LURRV BARRELS nt rn degarr r and is a;asiga ed with the cmtter:lion process. 0 place venue fra the Soperncr Caw! of Pierce County a +e rh# O reason 4 rll corrray tees. aey for c o.omrnoa ce: " Fax UNIT PR at Amoui Geol hern (C: tourer) shalt a tdF eci then Weshtngtrxra prr + 07 app ,r ays#link paa yr shelf a lwarcded r#: do (NA assume rew-ansabirihyfor O'a.rragecausodbp-awing erdrrtirrginto burteripipe v❑>i.ds,condth.'Nuodarrdslrxctbeam • coveredtvssphail orcoocrele stab, CEDAR MOUNTAIN REC MAT ON 1 (02-0 CIO AV PIC INVOICE 17877 CEDAR GROVE ROAD SE MAPLE VALLEY, WA ,98038 ACCOUNTING!9126 "[CPI AVENUE SOUTH • SEATTLE, WA 9-6108 • (206 ACCOUNT ID 892305 SOLD TO: PAGE: DELIVERYADDRESS= AND TITAN EARTHWORK LLC 1585 VALENTINE AVE SE PACIFIC, WA 98047 ITEM 91010TT 91012TT ESCIIIFTIDN PC NUMBER! 1620 DUMP FEE -CLEAN CON T&T <2' DUMP FEE ASPHLT RUBBLT&T <2 'ICKET5: 060-190687 060-190803 060-190897 Received JUN 122P TITAN Earthwork LLC Total Yds 0.00 Concrete $ 0.00 Supplies $ 0.00 QUANTITY Porft --- -7-- Payrnnt ID; ..tylunta.ttRc111;:arnalliorl, . . R PARK F. & BAKER INVOICE NO 3910 spx10.6 001620 1.00 LD 3.00 LP 060-190993 Misc $ 0,00 DATE 1 PLANT 31/171 060 ORDER 265455 UNI-1 PRICE TAX 245.0 0 N 245.00 220.000 N 660.00 Labor $ 0.00 INVOICETOUld. TOTAL 905.00 2-O ;Yes,1 2:1 MSc AN ES Cyder t1o. T ce Stipp/KM G 7 Y 'THETtC PRODUCTS er:terryps CrusYamet IO ACF'•,VtSt, VA. is a D_BA Warne ter k W. G ruviic#, 15� 8951 S.E. 76th drive, Portland, OR. 97206 603-7T1.5115 800-878-5115 {taxi 503-771.1161 Trim 1545 VAL.: PAC4f1C„ Y 4 2245E4017 G1esgrid 8511 P3ki.i Grid. 5' x 32T (161 SY) Notes: 'Deliver by 9:00 Received MAY g 1 ?017 TITAN EBrttwi rk, LLC NFC p}O FREIGHT CI fARGE refees s®irarrt 1hla Invade.; g IIemenli 9 , a1Y51 by nagrresrartly_ AGF West Inc-. decepls cradle card piyrter-ts Pak! Malin Ihalr alar+derd Hit 30 Tsrm , A 1.5% procaisln9 lie silt be kppU d ID any crud t card ¢I fl !lr over i24,00d.00 ire tar payments Made 4SS pi3i du. Invokes. Caen, Clack, and vise Srarerara rsrrsaln yladr' a.^C.4Sta4 piyrn!vnI aitamatirii le thank you fvr your epalale35, 2.00 ROLL Malt 25 3l5-9,12e TTrAi4 E RTHY lOR1€5 91 Anlaysf Park East, Tukyils, WA 0.00 795.4C0 10249936 5/31t2017 F'Da7/925 5027700E Elie Saies Order IIT1110 0.00 PAGE 1 EXT. P E F' 1,590,000 Sires Tot81 1,58(l.00 TOT 0.00 0.00 i},00 1,590.00 0,00 Consolidated supply Co. P.O. Box 5788 Portland, OR 97228 QUESTIONS ON THIS XNVOIC1 253-840-9337 1833 SP 0,506 10017 10028 D252151098 82 P4308560 00031093 TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC WA $8047 Ct16 I UMER NUMRER 283172 ORDER JAIRI1ER CUSTOMER ORDER NUMBER Benho Ferrier Thy11up 6 oz non ORDERED BY SHIP TO INVOICE INVOICE DATE INVOICE NUMBER 05/31/17 S8254040.001 PLEASE REMIl PAYMI 10: CONSOLIDATED SUPPLY PC BOX 5788 PORTIAND OR 9'7228-5788 0 U.A*N OK EN K HUM GFK n n TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK FAST & STRANDER RLVD CITY OF TUKWILA TUKWILA WA 9810S SALESPERSON I HOME BRANCH Benno Ferrier Puyallup SHIP VIA WC2 WC 200 PM niscmpflom 15'}:30 I 601 GO NON —WOVEN FILTER FABRIC OW) sQ YO) SOLD PER ROLL (HANES 38117) ADS 06olTs ITEM NUMBER 62268 19 TIP DATE . ORDR DATE SNIP BRANCH 05/31/17 G5/23117 SHIP u2m NET UNIT PRC 19 Nr T AMOUN I 334 Ct 1002 .00 SAVE TIME AND MONEY WITH OUR FREE E43ILLING SERVICE We now offer a-irtall' GS a convenient way for you to receive your invoices and statements. Receive them stet, so you can bill your customers faster. Cur goaI is to make il easy for you to receive and manage your rGee. Save the and money whitia NOON us To Green'. Contact Shelly at ellsh nsolidiatidkuppiy.unn ot by phone at {503) 000-3237 & gat set up todayt Invoice Is due bvp05/30L17. Tisiceived •JUN 0 5 MU FREIGHT SALES TAX TITAN Earthwork, Lie 0533-9a03 Page 1 ofi 151:13 Valen5ne Aire 5E l'ac,40,WA98.147 Return Service Hequagte41 5590090S(1 PRESORT 506 1 MB 0.42o P104 BIM EA1-1THWORK LLC .te.1 1585 VALENT1NE AVE SE PActF1C WA 98047-2103 Delivered To:PIU Dale Material Plant: 04504 Saattla Asphalt 05131117 1/2* PG 84-22 earatf17 MEM BUCKET-5 GALLONS 0.5f3Itir cssl TACK (Gat) Tohl Invoice: Ticket number(s) shipped from plant 04534 - Seattle Asphall *45425355 *45425365 '45425375 '45425378 Customer No: Invoice No: Inv Date: Page: 60839 2432405 05/31/17 Page 1 of 1 Customer Job: TITANE1701 ICON Maleriels 1508 Valenline Ave SE Paiifiu, WA 99047 206-575-3200 QTY UM Unit Pries Mall Total Tax Tots . 5 TON 82-00 5,86110 0 00 5,6a2.i0 y 1,00 EA 15400 15.00 0.00 15.00 4.00 GAL 13.50 54.00 0,00 54.00 9'3.55 5,931.10 0.00 5,931.10 *45425381 *454253132 F., INVOICING IS AVAILABLE! PLEASE CONTACT US TO GET YOU sr Ea Plieteivedin JUN I 2 2017 payetba by titse due crate shcAren an the i ,arlsofce-, We ve4 amass vp to the state's lepal rrMirri UM rate fof finerree charges CO10(04301 ttnebutils.. TITAN Earthwork, LW customar Manic Cu5tointo No: Invoice *0: nate: Customer Job: Titan Earthwork LLC 60859 2432468 0.slaffll T1TANE1701 Qua Dale: 08,f30/17 Remit Payment To: Invol AnunI Amount Paid; a44Melerials PG Box 742421 Les gislaa. CA 5C'074 5,93 Mosul prtvlat y*lis ideriav bolvvrif pr.; %will:1.144 14 *WI fat•Nyht2 'Magi! VIM *Mel • ...... • - Me 01- 1- easo4 .5/2 ti MPhalt 1116 South 56th Seattle, W3,15810E1 Ousiamsf; 6080 Clot Name: Titan Earthwork LUC Ade.- r.s InstructioAc P/U PE.00ct 1216423+1112' PG 64-22 Sigma ore: Order: DIV 17 Jb P.o- OFFICE COPY Tlt,ket: 45425382 Date! 5/31/2027 Tiro!: 3716:60P11 Vekle; TiTAA1602 DrImer. TITANELO1 2617 -MA/Cold Mix Vol Price Agee V001. kQaCtS TOM Qtv Ttckel Qv1,10?4 6 94.55 16.57 Ton Thank you for your busine551 4,46.r.c. "IN weA5,i-cixp;ulajTVW1111.1,11114 iliCSED 330 CSLA!Zi. Approiste Oitfit..D.ir io62.4,4.shivi rods AUX tat treilis Wit 4of tatifen4 0.6 04604 - Seat -eke Asphelt 1.115 South 96th Seattle, WA 9,9103 Custortutr: Waal Cutt. P•htnel. "Elan Earthwork L1C Addret$ & instriAtiOric P/U CUSTOMER COPY Poun.Ss Tons Grols 61,670 39.91 Tare 18,6$0 11,34 NEI 33,140 16,57 WeIghmastert Parrkt He* Time: Vehiciel Driitrn 45425382 3/31/1017 3:16:50PM TITA.N802 TiTANE1701 2017 HMA/Cold Mix Vai Pose Agree (Foil] [Hip it Pounds 1Cb: P.0.1 Eclucit Uslal Total Qtv TicketQt UOM 12164230 1/2" PG 64-22 0 94.55 16,57 Tcn 04:04114:PCT kketWAcr Thank you for your business! ra=lcmctl.vii.5-. l,.• ueo .7.d.h.;0.1ft elektr, 04-5P4 - Seittlo Asphalt ILIS South 951/1 Seattle, WA 951C.& Customer: EOM CUM Narri.: T;t2n Earthwork U.0 Addicts & reistructions: P/U Proctucl 12164230 1/2PG 64-22 Mita! Disp Joh: P.O.: CUSTOMER COPY Toes 61,620 Tart 2,E9 Net 33,140 WeIghmaster Patrick htEa.11/ T[cke.t 45425381 le: 5131)2017 Th-nct Vehicle: TITANt302 crinitr: WANE:L701 2017 HfylA/Ce4c1 MI* %r01 Price Agree (FOB] Load5 Toll 0 Ticket Qty _M 6 94.55 16.57 Ton Thank you for your business! %moon; mptie piwd 711"/Wil,Ai 0.4 l=tC13.1 Melt= .ope:tri ,,CteGrt essreld0 1;e1 wn AAA. st sat kV v#,P,40.0 0l 1434 16_S7 PC LMS Tons Groll 61,820 3091 Tare 26,6P,0 14,34. Net 33,140 1E57 Weittliliittr: Patrick ReciV 04504 -.Seattle Asphet 111$ South 96lh s :tie, WA 961c$ Customer.-Er0:389 C ust.N3me:. Titan Earthworl: lLC Address t4lnstructlori: P/U OFFICE COPY Ticket: 4 425381 Date: 5/31/2017 Time: 2:57rOCP rl uehreie: 3M9500 Driver; pro.; TITANE3.7t11 21J17 HMA/Gold h71Ix Va. Price Agree (FOR) alsp 8, Pounds Tuns Job: Goss 56,18D 28.0 P,O, Tore 2€,050 1.3,04 Net 30,100 15.03 Wm; PAtritk Healy Product t 1s Tyr}.at Qtv Ticket.Ohs+ 121E42,30 it }` PG 84-22 5 77,98 15.05 53gnatvre: y.A1H'4G/I1:1r•RiX.keTti T Rk i%n`it:m±-ofi:.h�^�S Sbd,atlen i Marry ICON M i r L AAAAA Customer_ Cust.. ilarna; 01541 - Si]ttl■ Aspt!att 1115:Guth 96t6 Seattle. WA 98108 E08E9 Titan bbrih%:erk lLC Address & Ir:strutticr,s; PN EroslYc 1216,4230 1P2" PG &4-2.2 Y6- % :1rJe 4f Tr ..1T4if# np O4 D4-Seatt".eAsphalt 1155auth Stith Wk9B1138 Ton Thank you for your lousiness! fScywillxw.. r.",wmra. ea& .{1,2e94,44 4[ Order: TIT Dtsp $: Job:. P.O,: CUSTOMER COPY 4rarrYvcteetH Ticket: 454253E ❑ate: 5/31/2017 Time: 11”... 6f M Vehide; JMA9C Unwell E1701 2017 HMA/Cold Mn Vol Prk'_e Agree (EOM. PcJL1 1 s Tans Gres- 56,100 25,09 Tare 26,080 13.c4- Net 30.100 35.05 Wei t-inrasxer PatrickHeaty Loads Tatat € ty Ticket Q UOM 5 17.98 15.05 Ton Thank you fur your business! ��rf.a....a^..,.-t,1:-ap,*midi i-.+az 4anrrr.,,a CUSTOMER COPY Ticket; 454253131 D21.e: 5/31/2017 Ting: 2:57-1:6P7.t Niel -We; JMR900 Driver Customer EA889 Order: TrrAN 1701 2017 HS4A/C&ld Mix Vol Price Ave! (Ft7ll) Gist. Name: Titan Earthwork l!C OFip X: Paunch T arl Jab: Address & Infur Srttii3 : P.flu Eros€ 56,1en 28.09 Piti Tarr. 25,02O 13,04 ttet 30,100 15.0SS tJeighmast=_r: Patrick Healy Pradutt 1216 42,30 112` PG 54 =22 Loads .t o1al QCtj t lMhf 5 77.98: 15.05 Ton Thank you for your business) :r/µh ,kCir SLY a ndneti0M401100�i!kJ«k:.+a&l, t,,eV!r tMr�mm?a 3�,�or" s Slam .Tw>t 1. e +,a ?*a-6,/1.4, KW- s* r.«ru xa ru vktriiglwiur Skew). CUACIfTher: Gilt Hamill 045Cs4 -Sural Mphsit 1115Sou$3611.1 Stattlr, WA 9.9.1131S &MSS Titan Earthwork LIC Address & Instructions: P/U Proclucl 12164230 1 /21 PG 64-22 Signaturet 01,14cN.,48"1" INYVI$11h-hrfrWill'filenA tnOlitIlla0116 04504 -Sawa!, ArghalE 1115 Soirth g6th Seatt:e, WA 98104 Customer 6016'9 Cult Narrle: Titan Eirthwork LIC Address a instructtons: P/U Ordw; nlip Jo& QFIC tern Ticket: 45425378 cute 5/31/217 Time: 2:4751PM Vehicle: TMEIADO2 DOM: TITANE17 1 ZO17 H CoFdM V4I PrIce Agree (F081 Total ON, Tibmt. CHY 1.10M 4 62.93 15,33 To Thank you for your bus ine5s I akea tanabl,-4 rat WA So, tweret lora kat smnr. Sief.wrk CUPOMEJ[SPY Orden. Dhp a: Aobt P.O.: Pounds Tartt Gross 57,720 VAS Tare7,J0 1350 Net301015:35 Weietra5tn Palrick Hasty 71Eltat: 45425a7a i33t4: 3/31/2o17 rinle; 247:31PM Vrthicie: THIELE002 'Driver TITANE170I 2017 WA/Cold Mk WI Price Agree IFOB) PrOcitict Ls Total QtY ILICkeigy V.2-4 12164230 1/2' PG 64-22 4 62,63 15,36 Ton Paumds Ton; Gnat& 5/,720 22,ES TdrV 27,000 13,5'3 Nrt 30,720 15.36 Weigiunastan Patrick Reahi Thank you for your bus Inosi rLrw2 E4kfrEtt'ite,Ei CM( rt4rp tht app. two-, KOprvarptsAal44,t411.1.arA14 Stt 01. P•w"."' 1C011 a Eit.1.414,1 04504 • seattle Asphalt 1115 So rzth 960 seattle,, WA 42106 (us aerie!: 6cr3a1 cult. tame: Titan EaritrAiwk CLC AckirEt.s& Instructions: PIO etticha 12164230 1/2" PG 64-22 order: olcp 41 Job: P.0.: CUSTOMER COPY 11TANE1701 Ticket45425378 Data: 5/31/2017 Time; 24731PM Newhide: ri-IIELE002 Orivcr 2011 MNCo.d M va Price Nye0'0E31 Lozi$ Total Mt 71r.keJ Qty !.10#.6 4 62.93 15,35 Ton Thank you for your bustnes1 POLINit Tons Gross 57,m Tare 27,PCO 1330 Net 30,726 15,36 Weletunaster; Pa tria Healy voilmthro3: l'AT VP. ASPiacr ffildA YVV,r1 MI CAM LIN.EID b£4,1115 Th. >pve-accaes prActlx If4 0.07,,,n1 - Seattle Asphalt 111:5 South 96t1 Se•itie,WA.48108 Ctastorrmrr 60E89 Cult. Name: Titan Earthwork RC jUareSS & rAstruitleris; Plu Product 12164230 PG 64-22 OF ICE COP Order: T1TANE1701 Disp i!: Job; 2017 HMA/Cald Mix Vol Piic Lrxads T4taI qtv Ticket Oty 11Oful 3 47,51 16.69 Tan sl firAur<: Thank you for your business! N1E *' r.. IVT 1.01 rites.m.t r11�1�rf#Wk�T4rGWv.id .rarltw:+p�r"-M.1a Y"•es• •:,•o+.s.1*i.•rkn4,0i. 3erna,oati%k hr-•�.•�ryi,y,�-+ie�i Customer: Cult. Name 045134- Seattle Asphalt 1115 $cir,h SGrh Seattle, WA 98109 Titan Earihwcrk LLC Address & mstructlonr P/t! EnAkict 12164230 1 t2•' PG 64-22 wriw c:imrra'xiiyc.;cur 3112 DtC.Ilkil. 4' Customer: Curies H&me: 04504 . Seattle Asphalt 1115 South 96th Seattle, WA 9b108 COF.#19 Titan E3rrhwork LLC Address & retractions; Product 12164200 1t2' PG 64-22 CUSTOMER COPY Ticket: 45425375 Date: 5/31/2017 Time; 2:36:41,PM Vehx e: TITA.4B02 Driver: e (FOB} Pounds Gross 62,0110 Tare 26,7{0 fret 33,3E0 Weighrrasttr: Patrick Healy 31.04 14.35 16_69. Ticked [late, Tlmee. Ve hide Driver; 4riar TITANE17O1 2017 HMA/COid Mix Vol Price Acr DlH'Y_ Job: .j,ead4 Total QN Ticket Qtv U9.4 3 47.57 16.39 Ton r aPt. Thank you for you i;lusines! 45425375 5/317 L-36r41PM TRAN&02 OB PeA4frts Tore GrcrsS 62,C50 3104 Tare 28,700 14.35 Jest R1,150 16,0 ,4'e,Bhrrisster, Patrickrleal t, r ,„ .r.aesea 1r.,wurrr.r.rarrrira`v4"13`:a..Y,1 c es1. CUSTOMER COPY TisktV Date: Vet feet OriVer; 45415375 5/31/1017 2:16;41PM TiTRY803 Order TITA?4E1701 2017 HMA(C4ld Mix Vol Pritie Agree (FQ Ptrrrid3 TOM Crest 62,08Q 31.94 Tate 3Pr700 14.35 Net U,380 16.69 Weiphrmiveett Patr1ek Ne3lV Leeds Total, Ohl' Tici$4t9ty 47.57 16.69 Inn WA447r'+:>KT44YJURliu 5e,e; Tirrib_r 011htRIG}3Biie*'err, liar Thank you for your bus r 5s ,..}-a wt. r".aw+-_:.Ark esr!, rdtgi, .w .�.M.nt 1;:,« ICON 504 -Sett Asphalt 5 South 55th Seattliz, WA 18108 Customer,: €08E9 (list. Name: Titan Earthwork tC Address adrattuctlacis: Pro 12164230 1/2PG 64-22 OFFICE COPY Ticket 4453bS Date 5/31/2017 Erne: 2.:0,4:11PM Vehicle- 1PAR900 Dam: Orr i TrTANE1701 207 HMA./Cold Mix Vol PriCe Agree {FOB) Dtsp Pounds Tan: P,O.; Lciarl5 TVIal CHY rkkeI CAV 1.aj, 2 30.68 15,10 Ton s;grAdre.: Thank you for your business! abOorke, .CAT :1"Caa 110 OtekAti-t LM,V40'4.1%4 .to, tau- 1-`=" D4504 -Seattle Asphalt 1.115 South 96th setttier WA 5810 Cuctorrairii 611889 Cos, NWT-14: Tinn Ed tifk L1C Address & pJU Produca 121642301/2' PG 64-22 Order: Ofsp P.O.: own, GT CISS 56,4E0 -18.23 'Tare 26,833 13.04 Net 10,3130 15.19 Weighmasten Patrick Healy Tlcket: 1S42535S eT 3/31/2017 Time. 4UM Veh3rNA JMR900 TITANE1101 2017 HMA/ oId Mix Vol Prite Are (F0a) Los TutA Qty Tidt Qty VQM 2 30.8f$ 15..1.9 Ton Thank you for your business! WM-46,37 T 0.01 kfaRkis 0.1.1k Trunzura.; .CC.D5iiC Frr.....A....14..pwomuluMer..1C1,1 006 HAM. d cf(t rse 0.4504-Scald' Asphalt 1.11$ South 9WI. ScRtCE, WA 9E44.3 auto mitt; 80E89 CV% Nzme: Tina arthwiidc LTC Address & MstructiortE PiLf Proctuca 12164230 1)2" PG 64-22 Order: Olsp Job. CUSTOMERCQPY rur4'Coos Gross S64628.23 Tara 26,0e0 13,04 Nat 0.381:1 15,19 weighmaster: Ftrickneahr Ticket: 4542$365 Ogtg: 5/31/20.3.7 TIrn 204;1001 Vehide: IMR3100 TJTAAIE170 1 2V I/ FIMAftiold &flx Vu Pie Agree (Mill Loa4d Tula! Qty Thko1 Oh( UC1M 2 30 15.19 Ton POO n,di 'tom 55,450 2R,23 Tr 10.0 13.111 Het 30,380 15,19 I.Veie,rnal ter; PMritk Healy Thank you for your businessi 4?-16.1.01:1, h)C Yeti MA-ALT Csiet4TEUPSXTACS CCJTa via pcpAns. tR51,7,7nAtt. ed.C81. ti144.{.5 r4 04504 =SearleAsphalt 1115 South gtl.h Seattle...WA 331.08 CIwnr 566E0 Eust Name: Titan EeethWork LLC Address ih lrir/ructions: PA.( Ordirr; Dlqa It; P.O.: OFFia COPY Ticket: 45425355, Dam. 5/31/417 Time. 1:251,06PM Vehicle. 111(ELECO2 driver: TITANEI701 2017 1-(MA/C01c4 Mix Vol Price Agree (FOB) Psocract LoaCla Tatar OW Tict Qty UM 1216.4230 1/24 PG 64-22 1 15-69 15.69 Too 571424 METAL BUCKET -. 5 GALLONS 0 0.00 1.00 Each 90150A CSS-1 TACK (Ga4 0 0.00 4.00 Glalli VEria hoe: — Thank you for your business! 04504 - Asphalt 1115 Sciuth 9fith 5eattte, WA 98108 Custorncr; 908."9 caaFt, /holm Titan Earthwork LLC Addre45.& infarut-tfora: Piu CUSTOMEA COPY Patviels Tortz Gioti 0 0.00 Tare 0 090 Ni 0Et CO Weighmarier: Patna Hedy TOM: 4512$3$S 5/31/2017 1:29;06PM Vehicle; THIELEGC2 ElfMr Cird" ITIANE.1791 2017 1-1MA/Cold M Vol Price Agree (PO 9) Lisp Pounds Jb Product Loads otal Qty Ticket Qty UOM 12164230 la" PG 64-22 1 is.a 15.69 Ton 571424 METAL BUCKET - 5 GALLEONS 0.00 1.00 Each 40150A OSS-1 TACK (Gar) 0 0.00 4.00 Gallon Thank you for your busine..ss! Rn 11,1J,J4. r I GUti FATIG 3Prin+M-- aWbig$41,P,...--r.V..i...'"1jUM. I*'iqa 0d594- Seatlie AFOrolt 1115 Sotth00th stat tic, WA 55198 w.m.r111111.itt1 LIAtiarriett e..ass9 Name Titan Earthwork l.R.0 kb:keit& instructions: PILP tardar ()asp .(661 P.O.: CLJTOMfi COPY 6=411 0 0.00 'tare 0 9.00 Net 0 0.00 Welehrnaster; Parr Tck Heali TiCket: 15425355 Catt 5A1/2017 Time: 1:29-CCPKI Ve Ncle, THIELE002 Dauer: TITAN E1701 2027 WAA/Ccid Mix Vol Price Agree (FOB) Product Uwii. Total Qty Ticket Oty V_QM 12164230 1/2' PG 64-22 1 15.69 15.69 Ton 571424 METAL BUCKET - 5 GALLONS 0 0,00 1.00 Each 90150A CSS-1 TACK (Gal) 0 0,08 4,00 Cajon Thank you for your business! Pounds Tcrn 0 0.00 Id re 6 ighrtm$ter: Patrick Hedy wi,Am1„,,;,-.407 wry. Alpmicr otwotlutptufwAlcky Liws x poptaiSart Ore 094,4+.t.4,4341 Recsivod OCT ([9 ?OP TITAN Earthwork, LL,C e •'` 1 • .„ . i f , xx, ! ! ! , !! ! i !!„ 1 Thiele Construction LLC PO BOX 652 BUCKLEY WA 98321 Bill To TITAN EARTHWORKS 1585 VALENTINE AVE SE PACIFIC WA 98047 Quantity � lea o CT) ce:417)) Invoice Date Invoice # 6/6/2017 1826 P.O. No. Terms Project Due on receipt 1620 PW Description Rate Amount 9 10.5 DATE: 5/30/17 TICKET# 4684 T2 TNT DATE: 5/31/17 TICKET# 4685 T2 S Received JUN 0 8 2017 TITAN Earthwork, LLC 145.00 135.00 1,305.00 1,417.50 Total $2,722.50 LOAD COUNT [ /} » )o /` \\ TOTAL HOUR TOTAL LOADS IMPO v 0 00 0 0) ro 5 0 -0 0 X 9 ro H N Salesi Sales Tax[ 0 a U N Al 0 0) ro 0 v u 0 Date Posted O 0 cu N 0 ro — 0 ra 0 X 1- Job Number O 0 0 O O N 00 Cr; OLc; cri 01 00 O m 1 -+ V} V} ACF WEST, INC #10249650 V} } ACF WEST, INC #10249938 CONSOLIDATED SUPPLY #S8254040.001 N x-4 -i LO c4 i-i N m m \ \ \ 0 0 0 0 0 0 N. n N c1 (-i r1 Ln \ \ \ 0 0 o 0 iD \ \ \ 0 0 0 0 CO 0 • 1-1 LO 0 m 0) m Cr) 01 04 N N J 00 w z 0 01 0 O V} co ro C0 CO 3 e3 .3 .3 = = = = T T T C T T c C 0 0 0 • • 0 0 0 0 0 UUUU 110 hA CO ) 00 00 c C C C 0l N 0- c1 rn N % 0- -1 01 N 0 c1 0 0 N N O O r c1 01 N 0 ci V} C 7 0 0 00 0 c-I m 01 10 V} T 7 0 0 01 N N c1 L 0 Ln ;ontract Name:Andover Park East Water Main and Sewer Replacenn Payment of Unsuitable igout Change order, FIELD NOTE RECORD FNR #: Date: 5131/20 Sheets 1 of 1 Deduct quantities previously paid through R-11 (Sawcut), R-14 (Unsuitable Excavation), and R- 15 (Gravel for Foundation). and pay (including labor and material costs) through Unsuitable Digout change order, See attached backup for calculations, Bid Item: MDescriptIon R-11 Pavement Sawcut R-14 Unsuitable Foundation Excavation Incl. Haul R-15 Gravel For Roadway Foundation, Class B CO#012: Unsuitable Digouts R-1 ATB 2)19 7D343 -174.61 TN 17 CommerdsiLecatiQn RESIDENT ENGINEER SIGNATURE: C-42 (r4v, 4(15) E [contract Name:Andover Park East Water Main and Sewer Replacements PE #: 8 FIELD NOTE RECORD F : Date: 5/31/2017/ Ses attached Pavement Sawcut backup. lir/ tAtiveivAIVLt 44.S '4 34 'Sheet: 1 of ,c.,ifiCiLde/ -:-. 114-8'f' ( , i,_F-7- Pk" /- (-1 qo r.„ 0 • - R-11 Pavement Sawcut 1-1ESODENT ENGINtER SOGNATURE., DPre A113 e 3 - , 6 t; 5 e.r. 8 t 113 ,LWA, ?;is ,hairgs 7,1 X "CO Tele,300Y10;42S: an - MNI1 „LV19 - 09.0 gNnHoliivi Mai 7. 41 G 48 - 0,041 31411H71VW Gt. 3v - aninignivri • ..! .„.. i '-fei i gi T PP T!T'g A= m F 21. 13311:6 yo-su 2G111710.1.VA .:YDVIas » ArrAg rk I i. 3,1.OV9 0/sm. NI1HOINIVI 16-11 1 r Park East Water Main and Sewer Replacernen (VA). FIELD NOTE RECORD Try-7)AI icrif loskttiM7 \J(Cii See attached for R14 Unsuitable Foundation Excavation Incl Haul backup, Sheet 15: 23.1 CY Sheet 16: 137.2 + 109.9 CY = 24,7.1 CY Sheet 17: 59,4 t 674.1 CY = 631:5 CY Total 903.7 cY Sid Um: Atipostaption 1R-14 Unsuitable Foundation Excavation Incl. Haul InitiaLs Qty. FrAtit CY Plan ShBe IFNR Date: /2 1 Sheet: CornmorittfLocation g, V Ca—) rA, 0041 Sulismti RESIDENT ENGINEER SIGNATURE Nta 151 g , �9 „,1 , tho it1t2 ,ttvt.r.t hturta.a AaE al4111-01.Y14 .13;:Wit 3E61 Ot..Q .414111^1,LYPt 41) 3 / X 717415iP - tnt MEM 7000—; 10:41 91' 4oq K41 H„D-41,470- .q4 74,3F4' 04.0 7FINO;L.V4.4 % tok ' 41di ' 000000'000 (o"O 7,170;Ziii4)::IFTE"ST:g-":717-47:7-7:4777.13—Pnr'' MEIRMAINIM w4 —I II 4, ,tfIe Itef, P ARM,01„4,,f „ - ••,• „,„5. ,„ • 4,5 • • " ' • , .1i• - • 7,J 7 7 „,11. H. !: " 4r4tKNOVVICO2214rn 7„- 1 = ' (59 et FIELDNOTE RECORD C(i40'/Ct4 1:52r1.),A,Ct Contrt1ffla: Andover Park East Water Main and Sewer Replacements FNR #- IS PE #: 8 's Contrast #: "'„ 16111 See attached fo Data: 5/3112017 Gravel for Roadway Foundation, Class B backup. Id Horn: &Du criplion R-15 Gravel For Roadway 'Foundaton, class B 15: Qty. Units Ink! aim t. Plan Z Shoal, Sheet: 1 of 115 Commentn1Loenti Subintl I g NA SICIVATURE 80 ) k � 0 Main and S \\\ Ir. ter lj 0 roo - nte w1 0 f.+2ot e- C) c`.4 11 0 rri no r1 Lo 01 z 0 Lu. tit :P cUi 07 01 6 16 =i ri 7 47. 4, 4. 17 4D Ln ejD mA. 5, : TA T.4 74 71 TA TA 71 TA 4-1 TA TA TA 71 01 01 r..3 40",,0)f• i•-• N 07 070 01 000 04 01 01 , 1-1 .3 +.; 41 q;,.p,010707QG, ‘'.0 - 6 CN; S,7 r+f r," r++Nrif ri C.-4 F riO4 ••„, 2 2 2 2 2. 2 2 2 12' 1j..1 o 07)07701 17. 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En n "rd 01 71,7.4 7 . .5. a, .3!, in 4) 41 Al utf uT Li u3 ,2.,7 .13 .1:7 ..1:7 L,1 e5 N eu IN 74 .1 D z V) 16-111(k) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 11 DATE: 05-2-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change order formalizes unforeseen utility conflicts and revisions to the sewer installation durin the second season of the contract. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 5/8/18 By f Original Contract (withott"ftax) Previous Change Order ('; This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title Project Engineer $ 3,504,684.14 APPROVED BY THE CITY OF TUKWILA �W m' $ 338,602.04 � � � Date . ��...............��. �...'�� $ 25,000.00 $ 3,868,286.18 Previous Contract Time: 200 Additional Contract Time for this Change Order: 3 Updated Contract Time: 203 City Engineer IGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File i f // /' (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order captures modifications to sewer work through Field Directives #3 and #4 not addressed by Change Order #3 or picked up by unit price adjustments through the normal course of the work. It also quantifies time impacts tracked by Force Account under Resolution of Utility Conflicts to work around conflicting utilities from mid -January 2017 through the end of February 2017. These two items are further described below with backup included in Exhibit B and Change Order #11 Sewer Revisions: FA Tabulation attached. Revised Work Through Field Directive #3 (FD#3) and Field Directive #4 (FD#4): After as -built information was provided for SSMH #1 and SSMH #2 and compared to pothole information determined during construction, the plan was modified through FD #3 to bring both side sewers at roughly Sta 7+35 into the new sewer with back to back service T's and extending the sewer connections further back onto private property. This would allow a significant portion of the old sewer main between Sta 4+90 and Sta 8+90 to be completely abandoned rather than relined for continued service. An additional directive was issued (FD #4) to address concerns about a side sewer connection from Cash and Carry which would not allow the total abandonment of the sewer main south of Baker Blvd. without additional modifications. This directive deleted the per plan side sewer at Sta 3+30 and added a new path through a cross connection from the old manhole at STA 4+70 and the new sewer main on the west side of APE. To accommodate these changes required modifying the proposed SSMH #3 at Sta 8+45 LT to allow a small vertical drop through the structure that was not supported by the original geoliner base section. In addition several sections of 6" side sewer were added and deleted from the contract to meet the final elevations of the system. While the majority of the payment for this work was captured by Change Order #3 and adjustments to existing unit price items, the remaining revisions were tracked by Force Account (FA #54 and FA #55) and compensated temporarily under Resolution of Utility Conflicts. This Change Order reverses those payments from the RUC bid item and bills this out as a new Lump Sum Item under the Sewer Schedule for $7,055.60. There was no time impact for this work as the crew worked overtime to stay on schedule and the fabrication of the new manhole happened off the critical path. Work Around Unforeseen Utility Conflicts: During construction, a more comprehensive potholing scope carried out under active utility coordination with the various third party utilities confirmed existing third party utilities in conflict with the planned water and sewer components that had not been accurately represented in our contract documents. In some cases the utilities in question were not accurately shown on the plans and their actual location presented physical conflicts with the work and in other situations they were not known to exist until after the start of construction and were only discovered when more accurate and complete locates were provided or the utility was found during excavation. In reaction to these inaccuracies in the contract documents the contractor had to change construction methods to work under and around these utilities to install the various sewer components. This effort increased both the time and cost to perform the work. The impacts were tracked by Force Account and compensated under Bid Item S2 — Resolution of Utility Conflict Sewer. The primary conflicting utilities were owned by CenturyLink and PSE Power. The information included in the summary table attached to this Change Order identifies and distributes the costs for each conflict. These costs will be reversed from previous RUC payments and billed as a new Lump Sum Item under the Sewer Schedule for a total of $45,677.87. We believe that these utilities should share in the costs for some of these conflicts and the table shows the recommended distribution. Following is the list of specific issues included in this item and narratives discussing each conflict. January 30/31 & February 13, 2017 (FA #57, #67): There were power conduits shown on the plans at approximately STA 8+15, STA 8+30 and STA 11+55, however, there is also communication conduit near these locations that is not shown on the plans. This impacted the contractor's work as, once discovered, the contractor had to carefully expose and excavate around these existing utilities in addition to the conduits already shown in this area. The cost for the impacted work was $14,123.09 and the time impact to critical path was 5.5 hours. Both of these conflicts were attributable to inaccurate locates provided by CenturyLink during design. February 13, 20, 21, 2017 (FA #65, #71, #72): During excavation for side sewer installations, the contractor had to work around additional utilities at approximately STA 7+40 LT and STA 13+90 LT (running north/south) that were not shown on the plans. These utilities consisted of a major concrete encased power distribution line and a concrete encased communication duct. The utilities traveled below the back of sidewalk in a utility easement and varied slightly in location and configuration along the entire west edge of the project. There was also a small Comcast conduit on the same alignment but it was not a major impact to the work as the two large duct banks were the bigger obstacle. This impacted the contractor's productivity as they carefully excavated around and under the utilities and utilized alternative shoring methods to install the side sewers. The cost for the additional work was $11,068.35 and the time impact to critical path was 5.5 hours. Reimbursement will be requested of CenturyLink and PSE for these impacts. February 13, 2017 (FA #66): While exposing the known power crossing at approximately STA 11+50, the contractor encountered a significant amount of water flowing into the trench from around the conduit. The contractor removed the trench water, pumped out the vault immediately adjacent to the work zone that appeared to be the source of the water and performed additional exacavation of saturated material that collapsed into the trench as a result of water following the conduit bank, before continuing excavation. This work was unexpected and additional to the contract, which resulted in $1,988.78 in extra costs. The time impact to critical path was 2 hours. We are not seeking reimbursement from PSE power for this additional work as we believe the conditions encountered are not unusual or a direct result of some failure on PSE's part. February 16, 20, 2017 (FA #69, #70): At approximately STA 7+37RT, there were a numer of utilities shown on the plans which made the side sewer installation at this location challenging, however, there were a number of utilities that were not included on the contract documents which also contributed to these challenges. The contractor took time to shore around these utilities, and vector excavated to expose and protect the lines during construction. The additional cost for this installation is $15,340.64. There were no impacts to the project critical path as the work was performed by a second crew while the main construction effort continued in another area of the project. While Comcast, CenturyLink and PSE Gas were all involved in the conflict at this location the only major contributor to the extra cost of the work appeared to be CenturyLink. A small portion of the overall extra cost is being proportioned to the CTL bit as shown on the attached tabulation. The rest of the costs are being absorbed by the project as the cost of a challenging install. February 21, 2017 (FA #73): Similar to the conflicts experienced at STA 7+40 LT and STA 13+90 LT the contractor had to work around additional utilities at STA 13+43 LT as he worked to install a future sewer stub along the alignment of Evans Black. These two major banks of utilities were not identified during design and while in the previous instances they were somewhat protected in an existing utility easement, in this case they were crossing the Right of Way of Evans Black and fully within Tukwila controlled space. Had this utility been accurately located during design the additional cost to make this crossing would have been absorbed into the normal project cost but in this case all of the extra work had to be picked up at a premium. The additional cost for this installation is $2,846.16 and we are distributing the cost of this extra equally between CenturyLink and PSE Power. The critical path time impact for this work was 3.5 hours. Adjustment for Traffic Control Equipment (FA #95C): The full cost of traffic control devices for a number of force accounts were not agreed to during the work. The construction management (CM) team paid what we were able to justify during the work to promptly pay the contractor as the work progressed. The contractor and CM team later determined an equitable cost after the work was complete. The difference between the agreed costs of the traffic control devices minus the amount initially paid was proportioned to the sewer scope based on the specific force accounts involving sewer work (#57, 66, 67, 71, and 73). The total for this adjustment is $310.85 as shown in the attached FA tracking document. This minor additional cost is being absorbed by the project. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as approved by the Engineer. MEASUREMENT AND PAYMENT This change order creates two new lump sum items under the Sewer Schedule. The first is "Additional Cost of Sewer Modifications — Second Construction Season" and will be billed at $7,055.60 and the second is "Impacts to Sewer of Unidentified Utility Conflicts — Second Construction Season" and will be billed at $45,677.87. These lump sum items include all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project. The added work results in an increase in project costs of $27,733.47 above that already provided in the Force Account for Resolution of Utility Conflicts for Sewer. This change order will request an additional $25,000 in encumbrance from the project contingency with the remaining extra being absorbed by underruns in other unit price items. The total amount billed to Bid Item S2 - RUC Sewer will be adjusted back to zero for no net change in payment to the contractor. CONTRACT TIME Contract time shall be extended by three (3) calendar days as a result of this change order. CO#11 Sewer Revisions: Force Account Tabulation and Sewer Revla Force Account L() co ti 0 N 0 -o 0 0) 0 0 0) 0 U) 0 -o a) 0 0 0 0 0 (a 0 N O 0 0) 0 0 O OCO 0 CO CO O r- N r rn O N O N N O ti 0 0 E m w (a 11 0) 0 0 0 W 0 J 1- 0 1— J O O + m_ I- m a) a) i0 O O 0 0 O O O N O N N s r- r- 0 4) O O 0 I I 0 4) E > O 0_ 0 U 0 0 al 0_' 0, 0 0 0 O 0 0 E 7 a) 0) O O 0 0 d) E 0 0 0 0 0) O) 0 -0 0 0 Q CO 11 Tabulation-Fnal.xlsx Page 1 of 1 Pages EXHIBIT B - FORCE ACCOUNT BACKUP Operator(Lead) Dle.o Castro Johnn Dumford David Dumford Levi Doss,..::. FA Sheet No.. 054 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 Item No.: S2-Resolution of Utility Conflicts for Sewer Date: ' 1/20/2017 Description of Work: Additional Trench Exc p for Side Sewer Design Change (FD#03) Prime Contractor: Titan Earthwork OP -LEAD OP -LEAD PIPELAY Operator (Lead) Operator (Lead) Operator (Typ) Operator (Typ) EQUIPMENT OR ATTACHMENTS Equipment $ Equipment Description Loader, Deere 544 �r F-450 Truck, Foreman (fully customized & equi.pe F-550 Truck, Foreman Excavator, Cat 328D LCR (Heavy 200-class) Bucket, 45" to 55" (200-class) Bucket, 45" to 55" (200-class) Loader, Deere 544 Swee.er, Rosco/Lay-Mor (Self -pro elled) Roller, Smooth Drum, Dyne .ac (medium drum) LT-01 — Light Plant MultiQuip LT-12D LT-02 — Light Plant Ma. num Pro MLT3060 Work by Subcontractor?: Sub -Contractor: EQUIPMENT S102. LT02 Quel Concrete Disposal of Soils Verification of Hours Worked: Contractor's Representative Owner's Re • resentative Pay E imate Entered: Date: By: 3/23/17 Date 3/ 4 i (Mark "Yes" or "X" if yes) OVERTIME OT Rate $ 81.06 SUBTOTAL -LABOR: S LABOR OVERHEAD & PROFIT (§ 29% 3 LABOR TOTAL $ OPERATED STANDBY ®11111.1111 3.56 ®MIMI !MEM 11•1111M1 111111E11111111111 IMMO EM1111111130 ®_ MUM ® ®11•1113111111111111231 33,56 11111111111 MI=, $ 33.56 9,60MIN2.68 $ 9.60 10.32 �, 2.91 $ 10,32 M111111-® -® DOLLAR AMOUNT 484.62 140.54 625.16 DOLLAR AMOUNT 129.95 SUBTOTAL -EQUIPMENT $ 376.16 EQUIPMENT OVERHEAD & PROFIT 21% $ 78.99 ICES/RENTALS Quanti EQUIPMENT TOTAL $ 455.15 invoice Unit Price 3 1,413.00 1,870.68 DOLLAR AMOUNT 1,413.00 1,870.68 1,379.58 $ 135.00 $ _ 140.00 $ SUBTOTAL $ OVERHEAD & PROFIT @ 21% $ TOTAL $ 4,938.26 1,037.03 5,975.29 TOTAL: $ 7,055.60 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 7,055.60 Prime Markup un Subcontractor: 12%: < $25,000 10%: $25,000 to $100.000 7%: > $100,000 It checked, this work Is in dispute. By signing this form, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. Template Updated File. 500.025 65691017.xls 8112012 PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricing Compiled: 1120/2017� CONTRACT WITH: CI of Tukwila Date Work Performed: 1/2612017 WORK DESCRIPTION: Added cost per FD #003 includes new SSMH #3 base, removal and transportation of old base to City of Tukwila stock yard, and unloading/handling of new SSMH #3 base. There will be no standby by charges for this work per Chris. REVISION #01 Due to dimension changes, TITAN had to order different trench boxes and perform additional excavation to accommodate the size of the side sewer tees Change or Issue Tracking #: FD #003 see attached GOAT-026. It was agreed upon between Ty and Chris prior to preforming this work that the additional excavation and trench boxes with associated labor and equipment would be tracked in the field and added to the original cost proposal for FD#003. Overtime hours applied per Jeffs note on the below field resource tracking sheet. Critical Path Impact? Yes LABOR COST HOURS RATE / HR TOTAL CLASSIFICATION (OPERATOR (Lead) PM / SUPER (Fixed) FOREMAN (G2+$3) LABORER (GrdChkr) REG. O.T. Double T 0.50 2 70 1 00 2 00 e 1 00 . REG. . $ 74.16 95.00 $ 75.40 $ 59.87 071.5 $ 99.36 $ 95.00 $ 101.22 $ 82.12 Dbt OT COST $ 235.81 $ 95.00 $ 202.44 $ 82.12 TOTAL LABOR COST $ 615.37 EQUIPMENT COSTS HOURS CRG RATE TOTAL DESCRIPTION / CLASSIFICATION UTILIZED I STANDBY '- UTILIZED STANDBY COST Loader, Deere 544 Excavator, Cat 328D LCR (Heavy 200-class) Bucket 45 to a5 200-class Bucket, 45 to 5' (200-class( F-450 Truck, Foreman (fully customized & equipped) F-550 Truck, Foreman (fully customized & equipped) F-350 Truck, Mid -level (light customization & equipped) rstom 1.50 1.00 1.00 1.00) 1.00 1.00 . l 1.00 : $ "N" 511 $ 129.95 $ 12.2S 12 29 $ 30,14 $ 38.50 30.14 $ 14 43 $ 35.,851 $ 4.22 4.22 $ 7.95 $ 7.30 $ 7.95 $ 83.27 $ 129.95 $ 12.29 $ 4.22 $ 30.14 $ 38.50 $ 30.141 $ TOTAL EQUIPMENT COST 5 328.51 ,TY NN11Lr RENTALS AL, AND SERVICES _ - TOTAL D '3C-RIP7`ION QTY UNITS: $/UNIT: COST Quality Concrete Consolidated Supply United Rentals (1 ea 6x12 Trench Box, 1 ea Bx12 Trench Box and 8 ea 7' Spreaders) T-Barger Trucking Disposal of Spoils 1 00 .„...• 1 00"." (.00 1 00 1 00 LS LS L HR LOAD $ 1 413 00 $ i,87068 $ 7„379 58 $ 140.00 $ 135.00 $ 1,413.00 $ 1,870.68 $ 1,379.581 $ 140.00 $ 135.00 $ TOTAL MATERIALS, RENTAL AND DISPOSAL$ 4,938.26^ ERECT EUR)N `G0RS / OTHER TOTAL DESCRIPTIONQUANTITY UNITS I UNIT PRICE COST $ TOTAL SUBCONTRACTOR COST • DIRECT REIMBURSEMENT ADD N ITION�u 1 Cl2Ef71Tp� TOTAL DESCRIPTION QUANTITY I UNITS I. UNIT PRICE COST i $ - TOTAL OTHER COSTS - LABOR - TOTAL DIRECT COST LABOR MARKUP EQUIPMENT - TOTAL DIRECT COST EQUIPMENT MARKUP MATERIALS/DISPOSAL - TOTAL DIRECT COST USE/SALES TAX ON PERMANENT MATERIALS (rf not identified above) MATERIALS/DISPOSAL/SERVICES MARK UP SUBCONTRACTOR/OTHER - TOTAL DIRECT COST SUBCONTRACTOR/OTHER MARKUP DIRECT REIMBURSEMENT ADDITIONS / CREDIT -TOTAL DIRECT COST DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) GRAND TOTAL 29.0% 21.0% 0.0% 21.0% 12.0% 1.0 % W $ 615,37 $ 178.46 $ 328.51 $ 68.99 $ 4,938.26 $ - $ 1,037.03 $ - $ - $ - $ - $ 7,166.61 DEMOLITION EARTHWORK UTILITIES FIELD RESOURCE TRACKING SHEET Customer: tt �^ Date: Job #: Tracking #: l'�40'17, 1Lp20 �� ntl- d VW01 Protect: � A ,,C6►a-1-07-lo f-P1=j t1CLOv r? v" r V 5-05i- e.W " Y',/\ iA 'A. w IA it cif! vtGe'l Employees On Project: Class: Hours: Description of Work / Comments: �IT a' J � 4 Cln -cis-Vro rt9 I . 1. , de:6' vv.4 o.4- y J Vntnl UN(-ttlr 4 Fog / 5,cle, ebagAr teas ,.. -S IL At",) D P / tgvrII- utri fove 01 I �i S` J 7+3S tl'P , DJ kd hi 0.I- au( wok, 1-41 co04 rd,1444 -/41-+5 Aew dor t" tn' -ec1, Ilet, I-01s cAel ti We'll ee! lost; sit��f- Ol t4 Pelt 5froc1 y 171ne5, - /D'V l?‘ ft 1 g" a 4-reorraf., 13a/4 av g TA/1 Cr kJ El km Equipment On Project: #:- Hours: _ >-,eG✓a 04 t6/14Ssoc1..44 J 4J1'14 3 ci ( Sol. (V 'rs Di_41.. C - .3t w/1306tds 6 3agt / ✓ "` A. .SN i \s Q 4 S /Z,c, ice_ c-- @ LI=�._1 /5 t �c -r x 71. 77G , S- 10 2.- l sa 1 [1 i 4 51 I sa I m f LT-0/ L T 0 to t 5,, Materials, Trucking, Subs, Other: 1—Qty: Units: 4j ,� l BPialve- -1)Litir 7721)01C _ 112 1- X quia %rrm y / E 8 - 7' 5FreAcavA 8 EA {Circle Appl.) Steel sheets? Shoring? Temp Fence? T e 1Jpiry A, -pJ / t,r ntio / L5 PG Fi . 5 Pum s? Traffic Devices? Confined Space Kit? Cy•fr A E-XGs-vicd N1, 1.77 C TITAN coring or cutting? Excessive admin. effort? TITAN Earthwork Signature: Date: Owner's�Reppresentative ,-a'lltr Signature: Date: pc, 17 1 White - Office Job File / Yellow - Foreman / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 From: Mike Haug [mailto:mike@gcpnet.com] Sent: Monday, January 16, 2017 12:01 PM To: Chris Pierce <chris.pierce@titanearth.com> Subject: RE: 16-111 FD#3 - Sanitary Sewer Revisions Chris Here it is I thought I'd already emailed this — sorry about not getting it to you earlier DESCRIPTION ss-3 revised RIM ELEV. 23.70 INV. ELEV 11.98 SUMP HEIGHT 11.72 1 1 1 2 1 1 1 1 QTY I MATERIALS UNIT I COST From: Chris Pierce[mailto:chris.pierce@titanearth.comj Sent: Monday, January 16, 2017 11:51 AM To: Mike Haug <mike@ocpnet.com> Subject: RE: 16-111 FD#3 - Sanitary Sewer Revisions Hi Mike, 48x4' base sp w/ steps 48x4' section 48x2'cone 6" grade rings 4" grade ring handhold 48" pre -channel invert delivery total 376 289 185 30 25 10 293 175 Can you please send me a price for the below referenced new base for SSMH#3? I need to show the city what their extra costs are. Thank you, Chris Pierce 15E5 Valentine„ e _m '-ecl5c VIA 253 720-0523 (M) 253 863-0928 (F) TOTAL 376 289 185 60 25 10 293 175 1,413.1 Consolidated Supply Co, ** Quotation ** Send P/o To: CONSOLIDATED SUPPLY CO - PUYALLUP 2203 INTER AVE SUITE A BidT r TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC, WA 98047 Phone # : 206-325-3004 Bid-Date—Expr-Date—Writer -� 01/03/17 02/02/17 Benno Ferrier Quantity Description 2ea 2ea lea lea 1FC Bid #: S8067237 Page #: 1 Phone # : 253-848-9337 Ship To: TITAN EARTHWORKS ANDOVER & STRANDER 1585 VALENTINE AVE SE PACIFIC, WA 98047 JOB: small change 15" Salesperson-m-- -Ship Via Puyall Benno Ferrier Puyallu DIRECT 15"X15" PVC SEWER GXGXG TEE W/GSKTS L1015 103-1515 15"X6" PVC SEWER ECC REDUCER SXG GPK #110-0156ECC *Special - Subject to Restock Fee* 12" PVC SEWER G SANDED MANHOLE ADPTR L89012 116-0012 15" PVC SEWER G SANDED MANHOLE ADAPTER W/ GSKT ADPTR L89015 116-0015 FREIGHT CHARGE* (WA STATE TAXABLE FREIGHT CHARGE) 4 days out credit for tees Subtotal -2ea 15"X6" PVC SEWER GXGXG TEE W/GSKTS L10156 103-0156 1MC RESTOCKING CHARGE Subtotal Unit Price Ext Price Bid Total Bid Amount 659.102EA 1318.20 289.552ea 117.532EA 149.936EA 138.889MC 240.545EA 48.110LT 579.10 117.53 149.94 138.89 2303.66 -481.09 48.11 -432.98 1870.68 1870.68 .. Reprint .. Reprint .. Reprint .. Reprint .. ()United Rentals TRENCH SAFETY Job Site BRANCH B52 7135 8TH AVS SOUTH SJ3ATTLS WA 98108 206-767-3121 206-767-0265 FAX ANDOVER WATER AND SEWER 91 ANDOVER PARK E TUKWILA WA 98188 Aiu ui ILItll1 I 1111 Office: 206-325-3004 Ce11: 253-370-3321 TITAN EARTHWORKS LLC 1585 VALENTINE AVE SE PACIFIC WA 98047-2103 RENTAL RETURN INVOICE # 144526551-001 Customer # : 1010324 Invoice Date : 02/24/17 Rental Out : 01/26/17 05:00 PM Rental In : 01/28/17 05:00 PM UR Job Loc : 91 ANDOVER PARK E, T UR Job # : 280 Customer Job ID: P.O. # : ANDOVER Ordered By : MEL WHITE Written By : VICKI DOLAN Salesperson : ROBBY LONG Invoice Amount: $1,379.58 Torras: Due IJposr R calpd Payrien1 o8hons: C.ar i. ct oe r credit rlficg 212.373.8f1 Ex: 84811 REPUT TO: k.:NITFD RENTALS (NORTH AMERICAUNC. FILE 51122 LOS ANGELES CA 90074/122 RENTAL ITEMMS: Qty Equipment Description Minimum Day Week 4 Week 1 10242666 TRENCH BOX 8' X 12' WITH 4" WALL 214.20 214.20 706.86 1931.88 Make: SPEEDSHORE Model: TS-0812UR4FB Serial: U-14-7060-5 1 886868 TRENCH BOX 6' X 12' Make: GME Model: 4M6125PC 8"FB Serial: MO6051949 8 940/5412 SPREADER BAR (KIT) 5" X 7' 4 940/9615 STACKING PINS SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE 1 PICKUP CHARGE COMMENTS/NOTES: CONTACT: MEL WHITE CELL#: 253-370-3321 BOOM TRUCK REQUIRED 190.74 190.74 477.36 1347.42 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. Amount 428.40 381.48 N/C Rental Subtotal: 809.88 Price Unit of Measure Extended Amt. 225.000 EACH 225.00 225.000 EACH 225.00 Sales/Misc Subtotal: 450.00 Agreement Subtotal: Tax: Total: THIS 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. 1,259.88 119.70 1,379.58 You Can Now Access Invoice History and Update Purchase Orders Online To Sign Up, contact URControlSupport@ur.com Page: T Barger birtworks, LLC Post Office Box 1561 Buckley, WA 98321 Titan Earthwork LLC 13806 16th St E Sumner, WA 98390 P.O. # a_oi i r ock-rv+I Date 1/26/2017 Invoice Invoice # 12617-33 Quantity Unit Description Price Each Amount 8 Truck Rent Truck No. 33 Sales Tax 140.00 0.00% 1,120.00T 0.00 (Received FEB 01 7 TITAN Earthwork, LLC Total $1,120.00 253-750-4952 tbargerdirtworks@gmail.com P.O Box 1561 Buckley, WA 98321 TONNAGE HOURLY DATE NO. LOT DRIVER'S COMPANY lit . le+cte- .Diiert.'aeete-S BLK JOB LOCATION DRIVER'S NAME el START STOP s1 gru TOTAL HAULED FROM HAULED TO Ai+CA0ut!1- /.n * 4 Y b EQUIP# 73 MATRIAL TYPE SOLO TNT X-FER S DUMP WATER EXCAV DOZER ROLLER BOBCAT 1 LOADER LOAD COUNT TIME (LOAD) TICKET NO. NET WT TIME (DUMP) TIME (LOAD) TICKET NO. NET WT. TIME (DUMP) 1 13 2430 /o414 32,2 S 30P 14 3 Sao 4 442D $0A _ "WO 22. 7-4 y10 15 16 5 ; 17 6 18 7 19 21 y 10 22 11 23 12 4 2 TOTAL LOADS IMPORT TOTAL HOURS FOB""'AN G RE DATE TTF _ nFFirF YFI I CM - fRIVFR TOTAL LOADS EXPORT INVOICE # PINK - CONTRACTOR Signature of this truck invoice shall be considered your notice of our intent to lien this project, tf necessary Interest at 1% per month will be charged an all past due accounts. Charges due by the tenth of the month following date of this billing T. Barger Dirtworks LLC is not responsible for Any Damage to any property, personal or real. Customer is allowed 10 minutes to unload truck, After that Standby time will be charged at the current hourly truck rate. WASHI sir N ROCK QUARRIES>INNc. EST,1990 21711 103rd Ave Ct E Ste C-302 Phone: 253-262-1661 Graham, WA 98338 Fax: 253-262-1664 Bill to: TITAN EARTHWORK, LLC 1585 VALENTINE AVE SE PACIFIC , WA 98047 Invoice #: r73103 Customer Code: 3053 Cb)bp ,00 KAPOWSIN QUARRY KING CREEK SAND & GRAVEL INVOICE 73103 Job: TITAN YARD 1585 VALENTINE AVE SE PACIFIC Date: )1/27/2017 Customer P.O. #: Payment Terms: Due By 28th Ticket Date Order Product Qty Fuel Tax Rate ! Amount Surchgs Amount Total Subtotal 004TT 477.04 *"* Invoice Total 477.04 *"* $8,499.30 $0.00 $0.00 $8,499.30 8,499.30 0,00 $0.00 $8,499.30 Total Invoice $8,499.30 Receiver rEB 02 20)I TITAN Earthwork, LLC PAGE WASHI OT ROCK QUARRIES INC. rn• EST. 1990 21711 103rd Ave Ct E Ste C-302 Phone: 253-262-1661 Graham, WA 98338 Fax: 253-262-1664 Bill to: TITAN EARTHWORK, LLC 1585 VALENTINE AVE SE PACIFIC , WA 98047 Invoice #: 73103 Customer Code: 3053 KAPOWSIN QUARRY KING CREEK SAND & GRAVEL INVOICE 73103 Job: TITAN YARD 1585 VALENTINE AVE SE PACIFIC Date: )1 /27/2017 Customer P.O. #: Payment Terms: Due By 28th Ticket Date Order Product 3410577 01/27/17 004TT CSTC - CRUSHED SURFAC 3410578 01/27/17 004TT CSTC - CRUSHED SURFAC 3410580 01/27/17 004TT CSTC - CRUSHED SURFAC 3410581 01/27/17 004TT CSTC - CRUSHED SURFAC 3410586 01/27/17 004TT EXPORT WITH IMPORT 3410587 01/27/17 004TT EXPORT WITH IMPORT 3410588 01/27/17 004TT CSTC - CRUSHED SURFAC 3410589 01/27/17 004TT CSTC - CRUSHED SURFAC 3410593 01/27/17 004TT EXPORT WITH IMPORT 3410594 01/27/17 004TT EXPORT WITH IMPORT 3410595 01/27/17 004TT CSTC - CRUSHED SURFAC 3410596 01/27/17 004TT CSTC - CRUSHED SURFAC 3410599 01/27/17 004TT EXPORT WITH IMPORT 3410602 01/27/17 004TT EXPORT WITH IMPORT 3410604 01/27/17 004TT CSTC - CRUSHED SURFAC 3410605 01/27/17 004TT CSTC - CRUSHED SURFAC 3410609 01/27/17 004TT EXPORT WITH IMPORT 3410611 01/27/17 004TT EXPORT WITH IMPORT 3410615 01/27/17 004TT CSTC - CRUSHED SURFAC 3410616 01/27/17 004TT CSTC - CRUSHED SURFAC 3410619 01/27/17 004TT EXPORT WITH IMPORT 3410620 01/27/17 004TT EXPORT WITH IMPORT 3410621 01/27/17 004TT CSTC - CRUSHED SURFAC 3410626 01/27/17 004TT EXPORT WITH IMPORT 3410628 01/27/17 004TT EXPORT WITH IMPORT 3410630 01/27/17 004TT CSTC - CRUSHED SURFAC 3410632 01/27/17 004TT CSTC - CRUSHED SURFAC 3410634 01/27/17 004TT EXPORT WITH IMPORT 3410639 01/27/17 004TT EXPORT WITH IMPORT 3410640 01/27/17 004TT EXPORT WITH IMPORT 3410642 01/27/17 004TT EXPORT WITH IMPORT Qty 29.43 33.08 31.02 29.67 1.00 1.00 31.27 31.83 1.00 1.00 33.28 30.02 1.00 1.00 30.59 30.56 1.00 1.00 30.98 26.56 1.00 1.00 31.32 1.00 1.00 32.14 29.29 1.00 1.00 1.00 1.00 Fuel Tax Rate Amount Surchgs Amount Total 13.75 13.75 13.75 135.00 135.00 13,75 13..75 135.00 135.00 4TJ( 13.75 13.75 135.00 135.00 13.75 13.75 135.00 135,00 13.75 13.75 135.00 135.00 13.75 135.00 135,00 13.75 13.75 135,00 135.00 135.00 135.00 404.66 454.85 426.53 407.96 135.00 135.00 429.96 437.66 135.00 135.00 457.60 412.78 135.00 135.00 420.62 420.20 135.00 135.00 425.97 365.20 135.00 135.00 430.65 135.00 135.00 441.92 402.74 135.00 135.00 135.00 135.00 0.00 0.00 404.66 0.00 0.00 454.85 0.00 0.00 426.53 0.00 0.00 407.96 0.00 0.00 135.00 0.00 0.00 135.00 0.00 0.00 429.96 0.00 0.00 437.66 0.00 0.00 135.00 0.00 0.00 135.00 0.00 0.00 457.60 0.00 0.00 412.78 0.00 0.00 135.00 0.00 0.00 135.00 0.00 0.00 420.62 0.00 0,00 420.20 0.00 0.00 135.00 0,00 0.00 135.00 0.00 0.00 425.97 0.00 0.00 365.20 0.00 0.00 135.00 0.00 0.00 135.00 0,00 0.00 430.65 0.00 0.00 135.00 0.00 0.00 135,00 0.00 0.00 441.92 0.00 0.00 402.74 0.00 0.00 135.00 0.00 0.00 135,00 0.00 0.00 135.00 0.00 0.00 135.00 PAGE 1 DEMOLITION EARTHWORK UTILITIES FA 55 - no cost FIELD RESOURCE TRACKING SHEET Customer: Date: Job #: Tracking #: i;Iti c4 `Tu1ZUJA19 1-d b-I/ I( o or-r-oz7 Project: A lrr7��- !i via at�t/' I9 �/'k go-5 f sir v - in A-1 vt. 4- k%/ t-C4-' l22 Employees On Project: Class: Hours: Description of Work / Comments: AT ?n.,o a --I- -" 54.1.61e o-f PVC) iIts- • 116 ,h,;(- ' J" 1,911 6r a)4 s Jl ', / 5'; grnd ,) /pa: 5e,4- t� too-csx is 'Pt- 5711 -7 +3I_ Thts S/1-Gr. t -i-14Q1-- L Pr--e.., 4 e1-t �H 1 14. 1- sc1-Ki c7,1- 5e--4 ait..., --1-�4 4-4- p AWE, kJ t6 / -a5-11 tl4ci 5-ello � Ld 1 • . Secor7c " -54 iCIC o 0: 05i ,S f r Seri}' 14E i 1-111',") 5&Ate.,4 T ' p' - It} AS 4' rA . r✓A.... 'i..... 1 A " S C of- e. +11t., �i` S j i willf.�• c y .fit ti `` lei e Equipment On Project: ► #: Hours: i,4y edr w A i4y, 3" 5-46/ck . d-rr fir& d cc✓Gw 0 ye hi4 61 ' .. ! r SU S-q- r vc,. Gt os h s-c.oee.-t,,.„ 574 7# 14 + 5 y , _ ' o*ra X A/oe+ -ter, ST1g 7" '+ . Li} e, ,r ', - m - . - hro - op q r. Aqd /lPt r� l %ai i ` %fie / , a 1200tf-((( beroich4cl Lefri e,,,.» .„ v P a- . K.) rr i Vear' gag /`ila, -cde,- � , 45 — 4 to 651) u Tea i4r ft_!4s `' ,a d9 a 5 : " +:' S - 4 ' - '74 f meeN, i IFIAVREffiglariMINIME T/. I 61� aterials, Truckin ''Subs, Other: Qty: Units: trr 'Ad 3 -1cic. we t a6 - ex (t 2 P r6 tie W'e -ccPes L-t c* d`-_-_ TX o . 1/21 y `t 5 st'te . co c 114411 ted le» ci, , ° , r r. (Circle Appl.) Steel sheets? Shoring? Temp Fenc-? t 0,r>- \ l' " 7 11, 631 "r aa lea CS s . Pumps? Traffic Devices? Confined Space Kit? TITAN coring or cutting? Excessive admin. effort? Owner's Representative Signature: Date: TITAN E hwork Si nature: Date: /*-;7-/-7 n ,'../ White - Office Job File / Yellow - F(pfeman / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 III FA Sheet No DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Project No: 99940�440204 Description of Work: Unjddty 1inunkkaf nun Crossing at 8+15 and a Idorl fl Po lei eod "' Item No : S2 k aututkin of Utltihi C6r1 to „ Date- 1/30-1/91 p e aigd Co Condluk at 4 end 8+23 - ' Work by Subcontractor? , "-' �. {h{ark'Ya' or'X' i(yq) Prime Contractor- Titan Earthwork Sub -Contractor. I LABOR NAME CO E OCCUPATIO p o Castro ,:..,, OP -LEAD Operatorils-Id) UoDomtard m _ : PIPELAY Pipe Layb(Uli) O'Hd01umhxd dt OP-TYP Operalor(rya) Mask temp ;.1 .� OP-TYP Operator 1Tm) LevtDoss '"LAB-85 'Laborer (App.. 85%A ♦ndyNkiiotson ., OP-TYP °aeratoriTyp) CJ Sctilcdi Dion Ees Equipment O2eralor(Apar 85% Avg) TCS(28r57 EQUIPMENT OR ATTACHMENTS Equipment Description STRAIGHT TIME Hre EQUIPMENT - OPERATED 1 STANDBY him Hourly Rata tins Standby Rale 00 .5 70 500, Hourly Rale 5 74 16 5 5516 S 72 92 S 72.92 S 53.20 S 7292 6554 LL:. 3 66.43 $ 426.01 S 56.59I-:q. 3 77.2015 38845 SUBTOTAL -LABOR S 3,596 80 LABOR OVERHEAD & PROFIT 6 29% S 1,043 94 LABOR TOTAL S 4,643.74 OVERTIME " DOLLAR Hm OT Rate AMOUNT 1,5 S 99.36 S 81.06 3 S 97.50 5 1 S 97,50 S 5 72 S __. 97.50 w519 84 417.39 510,85 49850 364 72 473.98 DOLLAR AMOUNT E3281 .: Ex veter„ Cat 3280 LCR (Heav 200-class) .3281 2402 Bucket Bucket 45- l0 55. 20Pdass) ,3281 2452 Buc iel';,Bucket 45' to SS 204d>us Excavator John DeerefHflarhl 240,245 204dess 225HP03 HP-225-3(Hoc Pax 225 Attachment $0 129 95 35"85 6.50 12.29 4.22 S 844 68 79.89 customized 6 ax0uipp 8.50. F--050 Truk. Foreman j(ul(� .... F-550 Truck Foreman .........,_-_ -'5.50 LT 01... ..... .... - Lit�lii Pliant MuiB0ula LT-12D ; 6.50�,. LT-02- L:3ht Plant Magnum rm MLT3060 WL-3801 -Komatsu WA380.7 .: 650 Roller. Smooth Drum. Dpuxpac{medium drum) Swearer.Ro,c,utay-Mor (Ss3fpm ed) Solo- tractor w;Ernd'dump (50,0004GVW. no Loader, Deere 544 MATERIALS SERVICES United Renleh TCS Truck 8x20 Trandr Box 4eeee 4x2o stair! Shifts 2.5R1tr e0ch. Gravel Siutih7 Qarip a Vita, =N, 12.29�. : 6.00 422 S 30 20 110 e9 30_14 2t 10 S 72079 S 72.80 S 195.91 21,37 5 138.91 960......... 5 6240 5� 67.08 S ........ 376,81 33.56 ' ' .5.00 S 37,15 3337E .JS 00I 781 S 3905 61 62.:.. 1011 S 401.83 55 5V 4.43 S 360.82 ..,.,�.... 5�...�.. SUBTOTAL -EQUIPMENT S 3.419.22 EQUIPMENT OVERHEAD E PROFIT 21 % 5 718.04 EQUIPMENT TOTAL S 4.13726 MATERIALS/SERVICES/REN 'ALS T ach.. er Truck'rn �W"0o8s 1267fir each, TramcCon134jo 4c 1deaBxB m9nfrriisgi Box 2 fin Forrno 016 w each .4M . �...... ..., .4 Jori�:1V 471ty a+ Verification of Hours Worked; ntracleta Rapiaaanlah. Pay Estimate Entered: Date: By. File. 500.025 axes Quantity 5 unu HR 3.05 7.95 3.56 268 291 14.44 7.43 Unit Price 7.73 iS LLAR AMOUN 5690 38.65 52 20 51.60 8700 5 FIR . l "Pa9 S 80.20 5 tS :$ .226.110 S 1,125.00 6.5, HR 0r S 91000 B,.5 ... 5340 174.75 2 660 5 HR,�- S-. s 8,18 S 40.90 5..... HR .;'S 8.73.5 4365 SUBTOTAL S 2,748.85 OVERHEAD & PROFIT f 21% I 577.28 TOTAL I 3,328.11 TOTAL- 5 12,107.11 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL:: 12,107.11 Prime Markup on Subcontractor 12% <325,030 10%: S25,000103100,000 7Si: > 3100,000 ©1f checked, this work le in dispute. By signing this (am, pates are agreeing to the time and effort needed to accomplish the task. Entitlement to be detemlined at a later date. Template Updated W 07012 5 Ojcutfi -T-C 6 FA 57 Goat-029.xls 'Customer: DEMOLITION EARTHWORK UTILITIES 6 u1Luu►'\1A jl 1 .(/)04,1106#4,4t,14 Comm@ STA 84 15) FIELD RESOURCE TRACKING SHEET Date: Job #: ipa0 1Prolect: iirldati?„ Ai ,)e,k, ple9.1?-,- 4 4.)A4cy. n mco Employees On Project: Class: Hours: Description of Work / Comments: inl Ant ttlP' 10,44 ,14.0 cue"- Zrur3 a CAsa-r * 4. j hsntnl Durykr4roi fii i G ;s 1.'' Q e8#!O 5 5 AN --)Avi,'t.L Mrn4r OP ` moulv\) �fcv1L ,/ %D rar'I G LB- MU _ U� _ �d of 6-)es e Cornfm. Cress+'N I ' " '... /2e64- 'bit n AI i6ite N Utz Q i5 Gl%' +'L►.s_g'oO, �n61,ticie.S ,) , Sok' / !?y 1,1, 3 it► +1144 Catjaw-1 .lid t . w M . �`JJ 1-05 1 O LA /1i '>u6- 4-0 -i-Lc s (ssu E• -PArGi a 1 +-1- ,g)r. our / )► e r oP - v ir t op...lM /--e) se,,- err x 60' Equipment On Project: #: Hours: _ . tim i l ' xis %w e hr- E_I 3 '"'�%uaaecfs.�.-.�._ E_ a fe l 1l y5 w Nl x p19 G E rvlifsQ 4047,2tp'OLq) fri!ykts Sk%'tT4. kg- 51111 dot) I-04 d - tilc.gg / I_ii /9 -- 307- i_.7,,, co...._.,.....4._„7, 6 Ajree Acd- -r-f-4,1 r"...AJ -14-11.5 pyria4v to y., kill, 3 01 a v wli urai rto I- sil owr► in a t it fkiG ,3 12 5/ IQ 513 �te in., rh';k'u.ci r,i/'Kwtli5 uJ S DO 01 d s �� �a 25 8 ' a • Grid ; /viea t ..}-l+dr- wairk �rY/ ry 7 � , SAX gOfl3 Lxktit- oF thi 44r 'flit$ Si'ir f" anrl• bey oAd tr, de.te "► n�, aqve1 5�!► r ` / t r 1k1k Materials, Trucking, Subs, Other: Qty: Units: X I ` A.1I v✓►'ti'WM,„ dg 4i ikifk\: a t¢ / L S __ 1 % 8 .e,r . J hhK rh a 14.. '?/ rou.J 30.4r P ,�, P4, !Circle AAppI eel sheormnTemp Fence? 7 "/T/ Alp-ravug Hit r lf6c Devices' `Confined Space Kit? ,.,0/o t...01 , A.,, / PA- TITAN coring or cutting? Excessive admin. effort? TITAN rthwork Signature: Date: Owner'6 Representative Signature Date: $41 7( --- z�2/ 17 __ _ 3 / ^ / r•v White - Office Job File / Yellow • F 'em/ Pink' -''Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 Customer: 0 Project: DEMOLITION EARTHWORK UTILITIES 4 ---r/%40i. i�vl h% -e✓ ?1r 16 67,5- P/o6,9-P402 clCornrfri 6"t Is g FIELD RESOURCE TRACKING SHEET Date: J-31-17 Job #: II';O Tracking #: "Utz} T -O 3v Employees On Project: Class: Hours: LCdatL v54-ro •Jd►lfly camtgeut _ 'Doi II 71, vrr( flora( Tcr►'t. / y 5640 fog. �d(L OP 5,5 5 ©A LAl3 8 yin er• OP fee Description of Work / Comments: �XG�4tlt4 Yr>��t� -Ip I'n5 .43.// zse-&tk*- COI)? ,e11Piv12. sTh '+ a o 4- ci 3-0 //er. // p, is 15'� TtescS pipe, LJ AS t5-I411QC 4, 0 .�,.. /t1 rge, L4 I h- * J S 4, fl k, *, / 3 H(jk y , Theedore g-+ 8 etA+caka 1-4 As ,O$ Brame K ,a i l &'Joliet"{ ilwrivuin) ,'x G' r°(.' /'/ IJi 'C6- 72061< Equipment On Project: ci4-r 3,9g k) 5 /C a. 6 .S5wH tut_ Laa4er Ida pnv s' 3`6 0 tU L. Materials, Trucking, Subs, Other: Pv v'<.4)11-c.. g')(26 TA) q /DCY-ra a- lo'X lq 11vrnrvlsd _ 5o)r,es 8' Ai/vino uNV /- fin for g Owner's Representative Signature Qty: r DAY Date: /2117 Units: f _—s-tAA'I-"1.5 j . %h) S Sexl rum. ems.. . fie -, OF 1.1, A, Over-- '4M4e A-►!r��., STA zit°-e43 ,5= /+ SaAl's/ ,.75 6/f ,uErie, / ,vt- FP') a1-16 S. 5 hoar' r, 1. D > r% s ,`uc ere. 4,1 DAY wet-t a4$4 (407, aF' 1te. GTL dtc4.4k. DAN/ ;iivtr ct icHer -it4t;AN'`a�-rL_ (Circle Appl.) Steel sheets? ShoringY Temp ence? Pumps? Traffic Devices? Confined Space Kit? . ? fort? TITAN corin or cuttin Excessive a min. effort Signature: White - Office Job File / Yellow - Fol nan / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 T Barger Dirtworks, LLC Post Office Box 1561 Buckley, WA 98321 Titan Earthwork LLC 13806 16th St E Sumner, WA 98390 P.O. # 16-20 Quantity 6.5 Unit Truck Rent Received FEB 0 8 2017 TITAN Earthwork, LLC Truck No. 33 Sales Tax I ciao U) Trdclun1 Description Date 1/30/2017 Invoice Invoice # 13017-33 �2 hrs @ $140/hr = $280 Price Each 140.00 0,00% Amount 910.00T 0,00 Total $910.00 253-750-4952 tbargerdirtworks@gmail.com P.O Box 1561 Buckley, WA 98321 [TONNAGE START r SOLO HOURLY LLC CLIENT DATE j° 17 NO. LOT BLK JOB LOCATION JOB# I DRIVER" S COMPANY 1)/442'ru--o, $ STOP P47- DRIVER'S NAME TOTAL HAULED FROM I-{AULED TO TAG "1A.O Jt., L, EQUIP# MATRIAL TYPE t o 1 / �V TNT I X-FER S DUMP WATER EXCAV DOZER ROLLER BOBCAT LOADER LOAD COUNT TIME (LOAD) TICKET NO. NET WT TIME (DUMP) TIME (LOAD) TICKET NO. NET Wt TIME (DUMP) - 184is .24/ - 9y 6 13 t (0 3''-it oL 2 .S3 //a) �14 3— 1/O� 4 1 ?> . 5— -: • C Itnr.4G � 5 ��O- z5" 3 t S-- 15 16 17 18 9 19 20 9 21 10 22 11 23 r ._ 12 24 =OREMANS SIGNATURE NHITE - OFFICE YELLOW - DRIVER DATE TOTAL LOADS IMPORT TOTAL LOADS EXPORT TOTAL HOURS INVOICE # PINK - CONTRACTOR Signature of this truck invoke shall be considered your notice of our intent to lien this project, if necessary Interest al 1 % per month will be charged on all past due accounts Charges due by the tenth of the month following date of this billing. T. Barger Dirtworks LLC is not responsible forAny Damage to any property, personal or real. Customer is allowed 10 minutes to unload truck, Atter that Standby time will be charged at the current hourly truck rate. 1 wUj �^ -f(A(-;.v '4esT T Barger birtworks, LLC Post Office Box 1561 Buckley, WA 98321 ludo (-6 %rticlr m) Titan Earthwork LLC 13806 16th St E Sumner, WA 98390 P.O. # 16-20 Quantity Unit Description Date r1/31/2017 Invoice Invoice # 13117-33 6 hrs a@ $140/hr = $840.00 9.5 Truck Rent Truck No. 33 Sales Tax Price Each Amount 140.00 0.00 1,330.00T 0.00 Total $1,330.00 253-750-4952 tbargerdirtworks@gmail.com P.O Box 1561 Buckley, WA 98321 TONNAGE START 'iv() LLC CLIENT DATE l-31-I`t NO LOT BLK JOB LOCATION JOB# HOURLY DRIVER'S COMPANY 71 3A'tbta P)ItTUJOTIAS DRIVER'S NAME P STOP 6,30 TOTAL D!0, EQUIP# 33 LIEDT T MATRIAL TYPE / SOLO TNT X-FER MP WATER I EXCAV DOZER LOAD COUNT ROLLER BOBCAT LOADER TIME (LOAD) 1900 TICKET NO. NET WT TIME (DUMP) I� �� j TIME (LOAD) 13 TICKET NO. NET . WT. TIME (DUMP) 2103S ! / s — 5 Noll Extgaii 1,G •5G 8 18 20 URE - DRIVER DATE 21 TOT TOTA ar, "`,EXPORT MPORT O IN L (-OURS ICE# II 10 11 12___ FOREMA INHITF - fFFICF YFt 1 t7W PINK - CONTRACTOR Signature of This truck invoice shall be considered your notice of our intent to lien this project, if necessary. Interest at 1% per month will be charged on all pass due accounts. Charges due by the tenth of the month following date of this billing. T. Barger Oirtworks LLC is not responsible for Any Damage to any property, personal or real. Customer is allowed 10 minutes to unload truck, After that Standby time will be charged at the current hourly truck rate. 7 (4,-Js i C krs / 0, 1r,l,•cr'..n (, k'- frar�, l rvr,� of ors Q United Rentals. Job Site TRENCH SAFETY BRANCH B52 7135 8TH AVE SOUTH SEATTLE WA 98108 206-767-3121 206-767-0265 PAX ANDOVER WATER AND 91 ANDOVER PARK E TUKWILA WA 98188 0 SEWER 111 Y u 11 ICY Y 11 Office: 206-325-3004 Cell: 253-370-3321 TITAN EARTHWORKS LLC 1585 VALENTINE AVE SE PACIFIC WA 98047-2103 RENTAL RETURN INVOICE # 144526551-001 Customer # : 1010324 Invoice Date : 02/24/17 Rental Out : 01/26/17 05:00 Rental In : 01/28/17 05:00 UR Job Loc : 91 ANDOVER PARK UR Job # : 280 Customer Job ID: P.O. # :ANDOVER Ordered By : MEL WHITE Written By : VICKI DOLAN Salesperson : ROBBY LONG Invoice Amount $1,379.5 PM PM E, T Terms Due Upar Recuipt Payrner8 options Contact our crest oRBC:e 217.6600 E�a1.. 8a811 REMIT TO: UNITED RENTALS (NORTH AMERICA)„RNC. ALE a1122 LOS ANGELES CA 90074-1122' RENTAL ITEMS: Qty Equipment Description 1 10242666 TRENCH BOX 8' X 12' WITH 4" WALL Make: SPEEDSHORE Model: TS-0812UR4FB Serial: U-14-7060-5 1 886868 TRENCH BOX 6' X 12' Make: GME Model: 4M612SPC 8"FB Serial: M06051949 8 940/5412 SPREADER BAR (KIT) 5" X 7' 4 940/9615 STACKING PINS SALES/MISCELLANEOUS ITEMS: Qty Item 1 DELIVERY CHARGE 1 PICKUP CHARGE COMMENTS/NOTES: CONTACT: MEL WHITE CELL#: 253-370-3321 BOOM TRUCK REQUIRED Minimum 214.20 190.74 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. Day Week 4 Week 214.20 190.74 Pric 5 C00 706,86 1931.88 477.36 1347.42 Rental Subtotal: Unit of Measure EACH - EACH Sales/Mist Subtotal: Amount 428.40 381.48 N/C 809.88 Extended Amt. 225.00 225.00 450.00 Agreement Subtotal: 1,259.88 Tax: 119.70 Total: 1,379.58 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 lnvolce History and Update Purchase Orders Online Page: To Sign Up, contact URControlSuppori@uccom FA Sheet No.: 065 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 item No.: ,S2-Resolution of Utility Conflicts . Date: _2/13/2017_ Description of Work: tUtil Conflicts 7+40 Slowed a a�roductloh 10 install Side Sewer Prime Contractor: Titan Earthwork Work by Subcontractor?: '" `(Mark "Yes" or "X' if yes) Sub -Contractor: LABOR NAME CODE Todd Schacher Mark Brown 'F RE OCCUPATION Foreman (G2+$3) STRAIGHT TIME OVERTIME Hrs Hourly Rate Hrs OT Rate DOLLAR AMOUNT 3,00 $ 75.40 1 $ 101.22 $ 327.42 OP-TYP Oporator (Typ) Scott Nelson DustinEckles TimolhyBerens David Durnford OP-TYP Operator(Typ) LAB-85 OP-TYP Laborer (Appr. 85% Avg) Operator (Typ) I Operator (Typ) Equipment EQUIPMENT OR ATTACHMENTS Equipment Description E1353 3 Bucket 1353Bucket 00 $ 7292 1' $ 97.50 316.26 3,00 3,00 4.00 $ 72.92 97.50 $ $ 53.20 > - 1 $ 72.12 $ 72.92 $ 97.50 $ 3130 1 $ 72.92 $ 97.50 $ SUBTOTAL - LABOR: $ 1,604.60 LABOR OVERHEAD & PROFIT © 29% $ 465,33 LABOR TOTAL $ 2,069.93 218.76 231.72 291.68 EQUIPMENT Excavator, John Deere/Hitachi 135 Class F-450 Truck, Foreman (fully customized & equip solo -tractor w/End-dump 50,0004 GVW, no trail Excavator John Deere/Hitachi 240/245 (200-clas Trailer, 'T&T" Combo (4-axle, end dump) Loader, Deere 544 Bucket, 30" to 33" (100-class) ucket, 30" to 33" (100-class 3281, 2452 Bucket , Bucket, 45" to 55" (200-class) 328j 2452 Bucket Bucket, 45" to 55" (200 class) 225HP03 HP-225-3 (Hoe Pac) - 225 Attachment M'ATER( 218.76 OPERATED STANDBY Hrs 4.00 4.00 4.00 3:00 t0 Hourly Rate 73.53 30.14 63.15 5.14 $ 14.43 $ 1.84 $ 1,84 $ 4.22 $ 4.22 3.05 $ SUBTOTAL - EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21% $ 247.50 EQUIPMENT TOTAL $ 1,426.08 DOLLAR AMOUNT 73.53 120.56 252.60 443.56 35.98 166,53 5.58 1.84 33.02 16.88 28.50 RVI'CES/REN1 ALS 1,178.58 MATERIALS / SERVICES Taxes Quantity' a Units Unit Price DOLLAR AMOUNT 6x6 Aluminum box 4 Ham- . _ 8:02 $ 32.08 Pump_ Can 4, m Hrs "01.52 2.08 2:ea Flnp Frvmu p r ea h 4 Hrs 0.52 2.08 4.. Hrs 1.99 5 7.96 2 r sh�aatsjattsk4T!)rrhr earn 4, Hrs 2.941 $ 11.76 Verification of Hours Worked: Contractor's Representative SUBTOTAL $ 55.96 OVERHEAD & PROFIT Q 21% $ 11.75 TOTAL $ 67.71 Date Owners Representative tf"7�1LS Pay Estimate Entered: Date: By: Date 3, TOTAL: $ 3,563.72 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 3,563.72 Prime Markup on Subcontractor 12%: < $25,000 10%: $25,000 to $100,000 7%: > $100,000 If checked, this work Is In dispute. By signing this font, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. File. 500.025 FA65 Goat 037.xls Template Updated: 8/1/2012 DEMOLITION EARTHWORK UTILITIES rxtb 0/1 100A lee.? CJ T 11 re6 Gr 5/5 $r %f L1O FIELD RESOURCE TRACKING SHEET Customer: / Date: Job #: Tracking #: liwLlA Q-13-11 /lo2O ',A?=.�37 Project: 1. viol ove1''R -1 C 64' SLw e v m s4,14-, 1(.)09-1-e4-- ,,,14cE •icat-J- Employees On Project: Class: Hours: Description of Work / Comments: Al weir Je rot AJ rt -. DPI • .... ._ f A A'.. 1 IP 3 iffade ,5ide,4 6)lk.-ThA-I- u5-1' /w Er k'/p 4 Ltrig :_ rn & re Al ,5 kr/I/ G• .r t <. , 4n t'nsiyi 11 ►'T i`/ii 5Qu- I i Equipment On Project: #: Hours: < yS0.31 , I- Solo gbZ 4-1 / a./ %/Z - , '>!t.✓' &/o 1i iJ e., S a t6e,1 $c elf., ii . eta,4 raJ - --.1 b 5i /4) L t5 „/ -il1t-1'e wets 5 r5vi i.Pr'c-culf I'm 4..c-1 5e-,elct LA-1-i(i -i'e-S "tat f%D.41/1 04 ccrrik cf f cwv 5, If iv o 4 yLt fl,-trs r,,,,v,, i 5fxrf'CM-tadiovli 4 -,1 aIt Or C. &eta Ji't 3 fzc lied a 4 4 &A L y 14-Ckeit I C.A44 cJ c4 41r1 Materials, Trucking, Subs, Other: Qty: Units: ortoicorted I -ham impact 444p rs lu MI i / DAV ► � � r !sue S-h r i etiO4 Afk1eit Porn( C.Aft 1 , , rftip4ct-Aiet,ild ,4 Ltd. 714e CM legit Z. /' n l�eeM ' will ✓ evict 4.t/, 1 ' x l$ sa4 -ve / __ bsv 2 Spa s o,, 119a / bk (Circle AppL) Steel sheets? Shoring? Temp Fence? Pumps? Traffic Devices? Confined Space Kit? TITAN corin or cuttiiinn ? Excessive admin. effort? Owner's Representative Signature: Date: E w rk na "ur . Date: 414/1r1( q411 `.- 2-i'',- 17 u c v v White - Office Job File / Yellow - For an / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 NAME Diego Castro Johnn ;Dumfard JohnHenderson Scott Nelson FA Sheet No.: ; 066 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Item No,: "S2"+- OGutiort of Utility Conflicts Date: 2/1312017 Description of Work: Vault Water into Tf n f STD, 11+50, Prime Contractor: Titan Earthwork CODE OP -LEAD PIPELAY LAB-GRD OP-TYP jOperator (Typ) EQUIPMENT OR ATTACHMENTS Equipment # Equipment Description OCCUPATION Operator (Lead) Pi.e La r(Util) Laborer (Grade Checker) Project No: 99940103, 91440204 Work by Subcontractor?: j (Mark "Yes" or "X' If yes) Sub-Contractor:l, ... EQUIPMENT E3281 Excavator, Cat 328D LCR (Heavy 200-class 3281, 2452 Bucket Bucket, 45" to 55 (200-class Excavator, John Deere/Hitachi 135 Class F-450 Truck, Foreman (fully customized & equip F-550 Truck, Foreman 225HP03 HP-225-3 (Hoe Pac)-225 Attachment MATERIA ATERIALS / SERVICES Unt'I ad- tlets,TCS Tnusk° TCS Equipment 4x20 Trench Box 7.73/hhr:_ 8k20 Tfenah ftpx 1m 14 9 i 4ea,-8x20 Steel Sheets 2.58/hr each _"'"2 es i aI Sk! f Ip rd) 6J0lhr each' 4 as Afio stiff 2.57ttr`eactti Pump Can..52/hr 6°AO In ea 5 Aluminum 6 fin Forms 0,26/hr each 6'Jacks,1:47/hr each 8bri'ff Sheet Shae1„28/iron 5x16 Steel Sheet1.86/hr Peterson ruc Contractor's Representative Owner's Representative � 1ly 6t' PP Pay Estimate Entered: Date: File. 500.025 STRAIGHT TIME OVERTIME Hrs Hourly Rate Hrs OT Rate $ 74.18 $ 59.16 DOLLAR AMOUNT 2.00 $ 59.87 $ 2 00 $ 72.92 $ 97.50 $ 145.84 SUBTOTAL - LABOR: $ 532.22 LABOR OVERHEAD & PROFIT @ 29% $ 154.34 LABOR TOTAL $ 686.56 OPERATED s Hourly Rate 82.12 $ STANDBY Rate 129.95 ® 35.85 $ 2.00 11.20 SUBTOTAL -EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21% $ EQUIPMENT TOTAL $ S'ERVICESIRENTALS Date '2-�% FA66 Goat 038.xls 4041 Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Hrs Unit 'rice 11.38 34,95 7,73 10.44 10,32 174 10.68 0.52 8.18 8.73 1,56 882 2.26 1,66 119,74 DOLLAR AMOUNT 259.90 147.06 556.96 116.96 673.92 D*LIAR AM+J TT $ 22.76 $ 69.90 $ 15.46 $ 20.88 20.64 34.80 21.36 1.04 16.36 17.46 3.12 17.64 4.52 3.32 I��®$ 250.00 SUBTOTAL $ 519.26 OVERHEAD & PROFIT @ 21% $ 109.04 TOTAL $ 628.30 TOTAL: $ 1,988.78 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 1,988.78 Prime Markup on Subcontractor: 12%: <$25,000 10%: $25,000 to $100,000 7%. > $100,000 If checked, this work Is In dispute. By signing this form, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. Template Updated: 8 1/2012 �jti7(L;7 DEMOLITION EARTHWORK FIELD RESOURCE TRACKING SHEET UTILITIES (Very -4- w M e'r (,?uw►; i1 r +o-�' +-► Customer: Date: Job #: Tracking #: it, z' �j Cam-' 13- 17 y� 7 Q� 4a4 1 - 03 3 U 1 e`-c .�lC l• rd/j 14 Project: �---� J Ev)51- e.,c,,,)e,r- v" A t,` YL- 4 tu nte-r e.20 t4C4L-'1,061.1. Employees On Project: JClass: Hours: I Description of Work / Comments: I) ' Ll Sion i., 1✓ h, 'I & 4 o r C 1c)s4-ro 2,5 rar- C1 ` Du r vi J-cs vJ,J 2, 5 cent r �r rt L i'o, A _ l 450 \n.an \-\etvl rt 2 , 5 L/1 f (,ri4h +' bv. t4 et, Run/7 1j ,, A e1 2.._ '' l rats -I-lek., (Jr, r 1 ' V`bv) v'%, k)kt, 1� D ilooivis 4-IQ, I WK. Contiv1 4- -sera f nip r..led Q p r pr. 41 ue i'ror4. OP,, /°1j4 / c, .. Equipment On Project: #: Hours: v ort, c,�IN +kr. kit-er-, C4-- 29 Jv c- 1353 5 .$-Ir �../ S of ,0,h SApe,/ e se . A - ,, 4- ,,e_ nie p, i ea , 1" a r» ve.4 a I,•f- 0. 4 4e "" f . �P 644 411 .c. 044 i iP d1J i. I ri I LJ1 lhA, . ` 1'lra tO .p„ ,, . AT 3 : -l5e Al_ 1w�6I--5'de- 'de - %tJ1 A II C' l l ra setl , +i% i ak►+ ,re. 4� Materials, Trucking, Other: , g Qty: Units: -_ - +M, 444 . _ V►'Avlk-- 14< you N, i, SP.:., ( A. S - i\\ aQM1 4- ../.tv 4 s ivi SI S id,,, Se wet Creed - t I I' `i'S aid h��� c..,.vare.. tr -f 11 s -th y e, J2: IS Ah,C if, K,.-A--k.e.. 5 iii' (Circle Appl,) Steel sheets? Shoring? Temp Fence? .1 abse, !Rzal eXcava.frh •Ls 4Oit tit' i . ` AM, GM 7-e4 w,I 1 vt . et-4ju.o Pumps? Traffic Devices? Confined Space Kit? TITAN coring or cutting? Excessive admin, effort? i'es itt AAA e-x -tit o eA I irivt : irr TITAN rthw rk Signature: Date: Owner's Representative Signature: -- Date: 12-c! 1 7 ( Z- / 1/" / 1 J4441 , hite - Office Job File / Yellow - Ferman TPink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 Peterson Construction 18004 124th AVE SE Renton, WA 98058 (206)793-8260 rallenetereon@mail.com INVOICE BILL TO Titan Earthwork 13806 16th St. E. Sumner, WA 98390 1(DO 0 Cr) ACTIVITY QTY SOLO 7 SOLO;ANDOVER TUKWILA;; JOB #1620 INVOICE #12635 2/13/17 BALANCE DUE INVOICE # 1210 DATE 02/15/2017 DUE DATE 03/03/2017 TERMS Net 30 2 hrs © $125/hr = $250 RATE 125.00 AMOUNT 875.00 $875.00 DAILY REPORT OF FORCE ACCOUNT WORKED FA Sheet No.: 087 Project Name: APE Water and Sewer Re lacements Project No: 99940103, 91440204 Item No.: S2-Resolution of°UttlGl Conn Date: 2/13/2017 .. . Description of Work:,SiowedPriaduction for UnknownCammunicat 2nCroso,h13 +55 Prime Contractor: Titan Earthwork NAME Diti,Daxtrn Johnny Dumfar1 CODE OP -LEA PIPELAY Work by Subcontractor?: 1'" " "(Mark `Yes" or "X" If yes) Sub -Contractor: LABOR. STRAIGHT TIME OCCUPATION Hrs Hourly Rate Operator (Lead) Pi0e Layer fUtll David Durnford 4NCAnr HHflr7ft�rffi4 Timothy Berens OP-TYP Operator (Typ LAB-GRO Laborer (Grade Checker) OP-TYP Operator(Typ} EQUIPMENT 0,50 $ 7416 OVERTIME Hrs cl 5 DOLLAR AMOUNT S 186.12 0 50 $ 59.16 1 5 $ 81.06 $ 151.17 0-50$ 72-92 v..1'5 $ 97.50 $ 182.71 0.50 $ 59.87 1$ $ 82.12 $ 153.12 0.50 $ 72.92 .5/ $ 97.50 S 182.71 SUBTOTAL -LABOR: $ 855.83 LABOR OVERHEAD & PROFIT @ 29% $ 248.19 LABOR TOTAL $ 1,104.02 EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment # Equipment Descrlptlon I Hourly Rate Hre-" Rate AMOUNT E1353 Excavator, John Deere/Hitachi 135 Class j 73.53 i 21 04 $ 128.68 225HP03 HP-225-3 Hoe Pac) - 225 Attachment 1.76 11 20 3 05 $ 19.60 E3281 Excavator, Cat 328D LCR (Heavy 200-class) 1.75 129,95 . 35.85 $ 227.41 319 . F-450 Truck, Foreman full customized & e .•ui . , . 1.75 30.14 7.95 $ 52.75 307 F-550 Truck, Foreman " 1 75 21 37 3,58 $ 37.40 802. Solo-tractorw/End-dump (50,0004 GVW, no l,relt 1,00 63,15 10.78$ 63.15 3281, 4521Bucket , Trailer, Bcket, 45' o 55Combo(00 class}end dump) 1 1 75 12 29 . 04 4.122 $ 6.14 51 ��. mm4 5 4.22 $ 21.51 ,2 0:21.mm.,.._,1,7 � 3281,2452 Bucket 8ucket,45"l0 55' (200-alass) 1229 4,22 $ 7.39 SUBTOTAL - EQUIPMENT $ 563.03 EQUIPMENT OVERHEAD & PROFIT Q 21% $ 118.24 EQUIPMENT TOTAL $ 681,27 MATERIALS / SERVICES rv:;Tiuo44a t0 75 HR 6x8 Aluminum Boxes 442o Tr oactr Brut 7s7 r 4ee'•6x20 Stlret,Bhenite 2. 2 Ze'e.6 8 et$ikdkl' -ywtmd :44e rreva; r d MATERRVJCE8/RENTALS s Taxes Unit Price DOLLAR AMOUNT 125 8.02 7.7.3 10.44 10.32 17.4 10.88 0.62 8.18 $ 125.00 $ 4.01 $ 3.87 $ 5.22 $ 5.16 $ $ 5.34 0.26 18 Alu itinei rSBOX 8,18/hr..... D.6 HR $ 4.09 s$AI ollrmrrti Bats.8.73P'�-.;. _ 0.5 �(R` . 8:73 $ 4.37 1n Fcir mta 0,2 4)r each . 0.5 HR . 1:5B' $ 0,78 6 Jacks 1.471hr each o..,.._ �. 0.5HR ate,,. 8:Bi2 $ 441 8x16 Steel Sheet 2.28/hr 0.5 1.1Rw 2,20 $ 1.13 5x18 Steel Shea t 1.861hr ... 0,5 IHR. 186 $ 0.83 TCS EitArnent 0.5 HR 4sg8 $ 17.48 Verification of Hours Worked: Contreclors RepresentaUve Dale Ownets Representative Date Pay Estimate Entered:. Date: By: SUBTOTAL $ 190.65 OVERHEAD & PROFIT @ 21% $ 40.04 TOTAL $ 230.69 TOTAL: $ 2,015.98 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 2,015.98 Pnme Markup on Subcontractor: 12%: < $25,000 10% $25,fkD0 to $100,000 7%: > $100,000 1f checked, this work Is In dispute, By signing thls form, parties are agreeing to the time and effort needed to accomplish the task, Entitlement to be determined at a later date. File. 500.025 1 FA67 Goat 039.xis Template Updated. 04& - g u d (TO2Gs p ra relwt.r t 8/1/2012 (7 DEMOLITION 4)11 4644716d r""Afil ' E / ..155 EARTHWORK IELD RESOURCE TRACKING SHEET UTILITIES Customer: Date: Job #: Tracking #: � V Ii cJ ''�w - ��- I61W goat-O39 Pr oiect: 1 V1GL.o1rCr nrle �r`is+ 5 ei....)Qtr nit a44--$ 6J!A l1 - r• lee 1►4lilri'yla+ '_' Employees On Protect: Class: Hours: Description of Work / Comments: - (A5+-t 402 A 7S 2 -13 - 17. 3 , 00 ,r - 3 : y S,a wl 6 f+) rd 12, /.75 +,3a-5i30A IA ,00rAPOrA erA OP /• 7-5 \t1nw \\e,,A.A e 5 +n, L 3 /, 75 trip Prbciu l'Uiti t..✓H-5 z-rv► tJN, f`e.f�� B- �V1J.r f (�06- p. ( )envn,,,it-,'G�a �� - F Lot-1r tows MOT cs h , +1A,. 11 . _ '1f t IAAl-io,.,k0e-r5.7- oaf' AA 4-ertn4.e, 5 is r t v I/CEna,,,r. . I,nes, Equipment On Project: #: Hours: JD 135 '4406 f#4, g i353 !,75 "3 k°I F- 6o 3 U1 F.-9 C,75 _ V 2JG16 6OZ �' k F des r' .__ _ .... tit 5 f l f. The e La Iu Ai t A At Ct— 1O-+`n. duxes ustd c 4 a lrf+Ie_� r 1- o- e,t-f-r-ct Bx...cav,Jho►L .±1,vtF. wa al d 44 Ali.< i•x( c1 c<o s-er fia .. _ Trucking, Subs, Other: Materials 5,Qty: Units: I 4a,r, 1 `, r c , fauc l,4,v1 r1 i't V thiY!' 4 (Circle Appl.) Steel sheets? Shoring? Temp Fence? Pumps? Traffic Devices? Confined Space Kit? TITAN coring or cutting? Excessive admin. effort? 'sReoresentative Signature: Own1er4 Date: TITAN E rthwork Signature: Date: ()r)7 (44— 212-7- it '1 White - Office Job File / Yellow - Oman / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 Peterson Construction 18004 124th AVE SE Renton, WA 98058 (206)793-8260 rallenpeterson@gmail.com INVOICE BILL TO Titan Earthwork 13806 16th St. E. Sumner, WA 98390 ACTIVITY 1(000 (iam) SOLO SOLO;ANDOVER TUKWILA;; JOB #1620 INVOICE #12635 2/13/17 QTY 7 BALANCE DUE INVOICE # 1210 DATE 02/15/2017 DUE DATE 03/03/2017 TERMS Net 30 .75 hrs a@ $125/hr = $93.75 RATE 125.00 AMOUNT 875.00 $875.00 FA Sheet No.: 069 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Item No.: ,52-Resolution of Utility Conflicts Description of Work: 11/V i* around Unlocated=Utilities at STA 7+37. Prime Contractor: Titan Earthwork LABOR Work by Subcontractor? Sub -Contractor Project No: 99940103, 91440204 (Mark "Yes" or "X" if yes) Ia1 CODE OCCUPATION OVERTIME DOLLAR AMOUNT ' Hour! Rate OT Rate Todd Schacher FOREMAN Foreman (G2+S3) 5.00 $ 75,40 $ 101.22 $ 377,00 Mark Brown OP-TYP O. erator (Typ) 5.00 $ 97.50 $ 364.60 Mike Kell OP-TYP 0.erator � S 97.50 Shiloh Fisher • Laborer (APpr. 85% Av.) 5 00 $ 53.20 � S 266.00 Sakaio Pea. a • . 5.00 $ 59.16 $ 81.06 $ 295.80 Dustin Eckfes 1 • :: Laborer (Ap.r. 85v Avg) 5,00 $ 53.20 $ 266.00 CJ Schterlin. 0P-85 0.erator (- ... 85• • • 0.50 $ 65.54 $ 86.43 , Dion Eatlin 3.(T0 $ 77.20 $ 169.77 Josh Dziedzic 1.00 $ 50.45 $ 69,68 $ 50.45 S...__ - Equipment E2452; EQUIPMENT OR ATTACHMENTS Equipment Description 3281, 2452 Bucket 314 WL5441 EQUIPMENT SUBTOTAL -LABOR: $ 2,041.15 LABOR OVERHEAD & PROFIT @ 29 % $ 591.93 LABOR TOTAL $ 2,633.08 OPERATED STANDBY Excavator John Deere/Hitachi 240/245 (200-class', Hrs Hourly Rate Hrs Standby 110.89 DOLLAR AMOUNT 30.20 554.45 Bucket •45"to 55"((200-ciassl F-450 Truck, Foreman (full customized & equip.e Loader, Deere 544 Oct 12,29, 30.14 4.22 $ 61.45 7.95 150.70 55.51 14.43 $ 166.53 LT01 T-01 - Light Plan t MultiQu p T-12D 5.00 ^ 9.60 2.68 $ 48.00 801 Solo-tractorwiEnd-dump (50,00(4 GVW, no iraile 61.82I 10.11 $ 30.91 207 F-150 Truck Light Duty (TCS or equiv.) MATERIALS / SERVICES 12.36 2.58 $ 12.36 SUBTOTAL - EQUIPMENT $ 1,024.40 EQUIPMENT OVERHEAD & PROFIT (Cl 21% $ 215.12 EQUIPMENT TOTAL * 1,239.52 MATERIALS/SERVICES/RENTALS Taxes Quantity Units Unit Price DOLLAR AMOUNT United Rentals TCS Truck c3 hrs) Pro -Vac (11.5 hr) 3 1 6 fin forms 0.26/hr each g 8'Jacks 1.47/hr each 5 5x15 Steel Sheet 1.66/hr 10 8x12 Steel Sheet 8.96/hr 3 ea 2x10 Steel Sheets 3x10 Stee! Sheet custom steel she $100 each way per Chris Pierce V Mrs Hrs Hrs 11.38 $ 34.14 1980 ] 5 1,980.00 7,80 1.56,15 8.82!$ 44.10 1.68I$ 16,60 10 10 Hrs Hrs 10 Hrs' 1 LS..... Verification of Hours Worked: 3/23/17 Contractor's Representative Date Owner's Representative l ) Pay 'striate Entered: Date: Date 3j 2 By: 8.96 $ 89.60 1.2 S 12,00 0,6 $ 200'$ $ 6.00 200.00 SUBTOTAL $ 2.390,24 OVERHEAD & PROFIT LID 21 % $ 501.95 TOTAL $ 2.892,19 TOTAL $ 6,764.79 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 6,764.79 Prime Markup on Subcontractor: 12%: < $25,000 1036: 525,000 to $100,000 7%: > $100,000 p If checked, this work Is In dispute. By signing this form. parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. File. 500.025 11308455.xls Template Updated 8/1/2012 !Customer: '' lln Sc`�lcSe w�-� DEMOLITION (IGifcc1 0717 1l -( is t� 5 P4 -7 f37 EARTHWORK FIELD RESOURCE TRACKING SHEET UTILITIES Job #: /6/20 Tracking #: Cr04T - DY Protect:, odd vet/ 44-r-0 444- Employees On Project: Class: Hours: Description of Work / Comments: oc, 4 Sri t r, In.e.4- ro a / D l%1ec.4 /-cd .r c„S ' -A,A- -- L`'ose- A r g rcLiAfrw aP /© 1 61Di,LJA piAvr.; 4,„.* I tYe to-e1/y op 4. A_ _ s • S'L;)o , i t ems' b 10 -..- SAI ik;0 p 14b_ I Th i i4-. .,4 / t €ak-vl Ee,i/ i.tj L.Ab / D . 1?-! it.4-t� cro, �'h r r / Am J (' GS tro 4- atCv- -5 • Z. _:+ M _ 4 pig," iL,- ) ,-4 &' i - 1- s L It I (4-C ec., Are ‹Maws o. , 1,c ca _ ce . 5xithirei • ee4-r-L h-e,k Equipment On Pro Project: #: j 1 Hours;..,.. upA 1t1-6 s%,n_rc.. iv,_4 aw',raurra All J / 2 LIS u'/ c fez / D ,, 4-o m A Ve... ,'t- SA . AV F- Li0 3►-1 1Q 4Af, - ,a cote 1�1S6u,,Afee.4, l , • L 5 / n 4-k44- ,1.oc7,01c v - -4-- . . it I- LT -0/.. /0 . A6 IIIm.... aovio., �..Y�.� \ I`,,5 5\,1Y--1". L J Ae. (cc:A( Rai / - - ske. 4- -e,s ) ► r 5 7-"PQri4 FPn4'AI; ,h lip\ cr 4' . toeekLe r m I5o r Z ill:... ....... noo corAfA'� p _m.... _- 0 Materials, Trucking, Subs, Other: Qty: Units: c.,oilir+r1 ( /2 s4ee4 r; to Fermi PA S, S e,e l iA ` co Mil\ , 91iVr.pv' 00 5�-) 5 ..,c- Y60 Jr l{� 0 3-Z`Xto; 1-3`Xl4, / 1»9y grOY A --+ 15 '.A-gi t C',�-wt 1/0j .b k ' $ / D)4Y (Circle Appl.) Steel sheets? Shoring? Temp Fence? VIAG-TR,IK.IC t� Pro_VAf 'r � / a<r5 1-1/2,, Pumps? Traffic Devices? Confined Space Kit?_ TITAN coring or cutting? Excessive admin. effort? Owner's Representative Signature: Date: TITAN E hwork Signature: Date: 2122117 2-/ - /7 %he will rwse l/ v U White - Office Job File / Yellow - Foreman / Pink - Customer de4er" i TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 res Phone 206-325-3004 Fax 888-325-3004 6622 112th St E Puyallup, WA 98373 Phone: (888) 565-5665 Bill To: 005660 Titan Earthworks 13806 16th St E Sumner, WA 98390 Work Order ID Complete Date PO Number 170214-008 102/16/2017 ascription of Work 2-14-17 thru 2-16-17 Hydro -excavate for Utilitities Qty Item ID Description I (p)(9 Sob Invoice Invoice Number: 170214-008 Invoice Date: 3/1/2017 Page: 1 of 1 Service 028841 Location: Titan #16-20 Andover Park E & Strander Blvd Tukwila, WA Terms Cash On Delivery Services Performed Pa 1.00 2/14 - ET - 8.0 Hours @ $195.00 an hour 1,00 2/15 - ET - 8,0 Hours @ $195.00 an hour 1.00 ET - 1.0 Hours OT @ $220.00 an hour 1.00 2/16 - ET - Dump truck from previous day - 2.0 Hours @ $195.00 an hour Called In By Unit Price Disc % Amount 1,560.00 1,560.00 220.00 390.00 1.00 ET - 8.0 Hours @ $195.00 an hour 1,560.00 1.00 ET - 1,0 Hours OT $220.00 an hour 220.00 SubTotal [2.00 1,560.00 1,560.00 220.00 390.00 1,560.00 220.00 5,510.00 Disposal of 2 loads (Canyon) 1.00 Disposal of 1 load (Top Soil) t,m-aid °`,,.9; �O}7 117Hf� i work, LLO We now offer Emergency Spill Response Services! Please call 888-565-5665 200,00 120.00 SubTotal 1,560.00 220.00 200.00 $1,980.00 Invoice Subtotal Sales Tax Invoice Total Payment Received Balance Due 400.00 j 120.00 520.00 6,030.00 0.00 6,030.00 0.00 6,030.00 Oa IT, a,-• C) ro�er,-,wycm N O' 7 ,+ • cmZyps:*o 0 m 0 0 m 0 N z —O -, tD OoN m CL why m w w C)o �E.- — .00 N�o.07 N VN cncnmVow m.00FD- 0r: c� 0 007-.0w m m a?• 'a a0 aN p�7 w7VK0 yomw 'Nm 1 'o w°ohm • m 7 o a 1 0 N mK -I3 m O D O r m o'•mSmm < O D.< �fDcnoa� m m N —w a N N W o 0 20 7 °»5-n.7m• 0 <w 70.O N) n00 Q.w y C 070- St ° C * (1) 0w m N o iD 'Om 7 m00. 00 C 0 0 0 m CD CD`C`C O.N to up of 0 # aoPJO >IJoM �7 y 1N ire Ez gm1' m Q En t- C QGnu N VN _ CD G)) O coco oN co r am I Shinsato, Jamie From: Sent: To: Subject: Employee: Base Wage Taxes FICA 6.20% `$ 2.38 Medicare 1.45% $ 0.56 FUTA 0.60% /$ 0.23 SUTA 5.72% /$ 2.20 Workers Comp (L&I) 1.48 /$ 1.48 Subtotal Taxes Katrina Walker <katrina.walker@titanearth.com> Thursday, March 23, 2017 1:53 PM Shinsato, Jamie Goat Rate Goat Benefits Health/Dental $ 5.14 $ 5.14 Pension $ - Subtotal Benefits Regular Rate 38.46 $ 6.85 $ 5.14 $ 50.45 Katrina Walker 1585 Valentine Ave, SE i Pacific, 253.508 1880 (M) 888325-3004 (F) Todd Schacher Johnn Wilford Dustin Eckies Mike kefi' CJ Schlertin. =D 'Sakaio Peapea DAILY REPORT OF FORCE ACCOUNT WORKED FA Sheet No.: ; 070. Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 Description of Work:, Work wound 49nl Led Utilities Item No i-'ResaIutIon of utility" Conflfota _ . Date: 2/20/2017 A at"STA 7+37: Work by Subcontractor?:: Prime Contractor: Titan Earthwork Sub -Contractor: LABOR FOREMAN PIPELAY DRIVER STRAIGHT TIME OCCUPATION Hourly Rate Foreman (G2+$3) Laborer Appr. 85% Avg Operator(Typ) Driver (Titan, TCS (25+53 Pipe Layer UUI) EQUIPMENT OR ATTACHMENTS Equipment # Equipment Description EQUIPMENT OPERATED E2452 Excavator John Deere/Hitachi 240/245 (200-clas Bucket, 45" to 55" (200-class) F-450 Truck, Foreman (fully customized & equip• F-550 Truck, Foreman Solo-tractorw/End-dump (50,000# GVW, no trail Loader, Deere 544 MATERIALS / SERVICES United Rentals ICS Truclt '4 hilt Pro -Vac 8_5 hrs 3".00 3.00 0`50 $ 75.40 $ 59.16 $ 53.20 $ 72.92 $ 66.42 $ 56.59 Mark "Yes" or "X" If yes) OVERTIME OT Rate $ 101.22 $ 81.06 $ 72.12 $ 97.50 $ 94.57 $ 77.20 $ 81-06 $ - DOLLAR AMOUNT $ 666.72 $ 524.76 $ 471.12 $ - '$ $ - $ SUBTOTAL - LABOR' $ 2,535.73 LABOR OVERHEAD & PROFIT Q 29% $ 735.36 316.26 199.26 110.64 Hourly Rate 110.89 12.29 30.14 21.37 61.82 55.51 LABOR TOTAL $ 3,271.09 DOLLAR Rate AMOUNT 30.20 $ 942.57 4.22, $ 104.47 7,95 3.56 10.11 14.43 256.19 181.65 5 185.46 ' $ 222.04 SUBTOTAL - EQUIPMENT $ 1,892.38 EQUIPMENT OVERHEAD & PROFIT © 21% $ 397.40 EQUIPMENT TOTAL $ 2,289.78 MATERIALS/SERVICES/RENTALS 6 "O Fe_et�ttitt 6 Jacks 147/hr each <, ... 8 16 Steel Sheati1.9 hr. Unit 'rice 11.38 2218,2 1.56 882 10 H s 1.66 8nf 2 SEe SCt 6o9r', „101 Has. 8.96 3 ea 0 '6leet ... 12 - - S�t1ae(a at 0�40�^{r a .1U1 Hrs 12.00 3x10 Steel Sheet $ 6.00 10 Hrs 4 SUBTOTAL $ 2,491.72 OVERHEAD & PROFIT 21% $ 523.26 TOTAL $ Verification of Hours Worked: TOTAL: $ Contractor's Representative bate 2,218.20 oaaar's RmpresanlaJva Pay Estimate Entered: Date: By: File. 500.025 Template Updated: 3,014.98 8,575,85 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 8,575.85 Prime Markup on Subcontractor. 12%: < $25,000 10%: $25,000 to $100,000 7%. > $100,000 If checked, this work Is in dispute. By signing this form, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. FA70 Goat 042.xls 8/1/2012 DEMOLITION EARTHWORK UTILITIES 141D FIELD RESOURCE TRACKING SHEET Job #: / G 2c f Tracking #: l GOAT-O/2 P v J ? Avis t 5. tAJ -e,v- W i4-Y v n-e„ Description of Work / Comments: Employees On Project: Hours: Torlct Sr,\AAr4he r- Voa ce,5 11 / )- d. i) 1:IhLC +-'k4 .+ -.. - i., 4i.. .: pin loI n,A0_/urn gir,it gos2 +. _ lid e- VV-e11 1 k1 r P ? `1 *3 i ..\ �y,2,,, 4►`vUrA Drive., 3 Do n. E4...0 1,-►� i c s 5,5 T1-4i 9 (Ai' if+i.eic veryivt m e 1 L) 4e. svP 7-. Bra c) tb ow fi rE 1 B 0 v 5 rdli A Pe rAF,e4q. LAB 1 , 5 J eo c>tr,h _ do C.a ne.€ C,�,, key'. b ,. - , ►ore, b A, 1, n s 'rYie, 0r E - n arl2 %ec.-v p75 ! eae ri/ . „if e , Equipment On Project: #: [Hours: 2yS /4)6, e S, :30,g (rzw h j� -. -, �r�c-1c`� 1n r r� r ro0rt,r,�.�i� �,. 1._ - L.. ,a - Sy _ �. l F- Li 5 ��r� 319 ' Ss'r c Sekre,..„,e- F- 1-16 0 307 6,5 dZ--TWAcll .50 /o SO / -3 F - a 56 31 b 2. Alte.g. -1ta+-t•here were mar . u+• 1(41'e s I tikdi d 014 'awiii j a,►4 1)i2 712v c. c) 1 "tars Made. +e ahars}25 rwye. d-{ +u AJo i- Sure 4'i'Iere,, (Alb u t 4 ke AA Pmal0 ovl 4-lie ti,tire ram,u...teed fir VatAzIr ft_c.k 2xVad-f Li (, ere. 5 a, Materials, Trucking, Subs, Other: Qty: Units: vas coosarou 1 30 CM i t0 -V AG 6 \-1" tom, 1 e4en lila/ t viec^l endt of- Aires , 12. 5pe.e .A shore, J A c, 1. k 1),_4y sr s11 r : 8 %)0 2', 5'>(t(' 1 t ANi 3 - 2‘X I o 1- 31. XI U' -Ti AA'6 Cow '1r,I s 4G5 1 \ bo- b 11-.1 (Circle Appl.) Steel sheets? Shoring? Temp Fence? Pumps? Traffic Devices? Confined Space Kit? TITAN coring or cutting? Excessive admin. effort? Owner's Rei resentatl Siggnature: Date: TITAN E ork Signature: Date: 212'1/11 - % 7 White - Office Job File / Yellow - FG an / CusirohSer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888.325-3004 6622 112th St E Puyallup, WA 98373 Phone: (888) 565-5665 Bill To: 005660 Titan Earthworks 13806 16th St E Sumner, WA 98390 Work Order ID 170217-011 Complete Date PO Number 02/ ..� Description of Work 2/20/17 thru 2/23/17 Eductor truck to hydro -excavate Qty Item ID Description Services Performed 1.00 ET 1.00 El 1.00 ET 1.00 ET 1.00 ET 1.00 ET 1.00 ET 1.00 ET Parts Invoice Invoice Number: 170217-011 Invoice Date: 2/27/2017 Page: 1 of 1 Service 028841 Location: Titan #16-20 Andover Park E & Strander Blvd Tukwila, WA ._ Terms � I._.... Called In By Cash On Delivery Unit_ Price Disc % Amount 2/20 - 8.0 hrs @ $195.00/hr 2/20 - OT - 3.0 hrs <a7 $220.00/hr 2/21 - 8.0 hrs @ $195.00/hr 2/21 - OT - 3.5 hrs @ $220.00/hr 2/22 - 8.0 hrs @ $195.00/hr 2/22 - OT - 2.0 hrs @ $220.00/hr 2/23 - 8.0 hrs @ $195.00/hr 2/23 - OT - 2.0 hrs @ $220.00/hr 1,560.00 660.00 1,560.00 770.00 1,560.00 440.00 1,560.00 440.00 SubTotal 1,560.00 660.00 1,560.00 770.00 1,560.00 440.00 1,560.00 440.00 8,550.00 4 00 Disposal of 4 loads Received MAR .20 2017 IITAN Earthwork, LLC 1560 660 2220 11 201.82 x 10 2018.20 added travel/dump time We now offer Emergency Spill Response Services! Please call 888-565-5665 200.00 SubTotal Invoice Subtotal Sales Tax Invoice Total Payment Received Balance Due 800.00, 800.01 9,350.00 0.00 9,350.00 0.00 9,350.00 0 Fe',tyNN— =cfpwn,°'� m 0 o•m• 0K.m v 0 ��C��m,^01�� O 4N0O w06 N Z—O 000N(C b • O O w C b Q cb4no- N[n��pw0 ro � �Crom Zw oho- .�K m Sc j0:- 0 N w C O a7-0 Cio Lly wSw-a A) (0 0 < w btDA)0- a - O — rono-« 0 o 0 j O o • v W —tomOa< v8ao°oo' i d N N N o�°^gym o , • tD cD tD o won.om • wK fD'O 3�oo-7w c0" ▪ N C 0 • o m 4 o• ^m (9 CD w w do co.0 Co0w02' ul 0, oL C) `G O' C N D o n n 3m m y o ]7 cn =0 � C 3 N _ m 8 ©2 N coo c co in m U C • > 0) cn C O ! o a • D 2 P. cnp SU • Co CO �mw 1 W iapio )IJoM .77 0 w co DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Item No-: S2-Resolution of.Utility. Conflicts Description of Work: Manhole 6 Stub at SAT 13+90 Prime Contractor Titan Earthwork NAME Dlop;i Castro Shane Rich Devk) 0umto Mike Kett Lovf 06 Saakalo Peapmea...., ITmm CJ Schlerlie • • 3 Timothy Berens,13 FA Sheet No.: Protect No: 99940103, 91440204 Work by Subcontractor?: Sub -Contractor.. LABOR CODE OCCUPATION OP -LEAD Operator (Load( OP-TYP Operator IT OP-TYP ODerator(7 OP-TYP LAB-85 PIPELAY DRIVER DRIVER Operator IT Laborer Ap.r.85%Avt1 Pipe Layer (U6TL,., Driver (Titan) Driver tTda 071 (Mark "Yes' or'X' If yes) STRAIGHTTIME OVERTIME DOLLAR Hourly Rate Hrs OT Rate AMOUNT $ 74.16 99,36 i $ 259,66 $ 72.92 = ', $ 97.50 $ 72.92 $ 72.92 $ 53.2D $ 59.16 $ 66.42 255.22 182.30 186.20 81.06 $ 94.57 $ 19926 $ .94.57 $ 68.42 $ 207.06 SUBTOTAL - LABOR` 5 1,611.24 LABOR OVERHEAD & PROFIT 29% $ 467.28 LABOR TOTAL $ 2,078,50 EQUIPMENT Equipment 318 340 WL5441 E3281 3281, 2452 Bucket„ 3281; 2,452 Bucket,.. EQUIPMENT OR ATTACHMENTS Equipment Description F-450 Truck. Foreman (full customized 8 equ F-250 Truck. Superintendent ceder, Deere 544 cavalor, Cat 3280 LCR (Heavy 200-class Bucket, 45" to 55-1200-class) Bucket 45' to 55- (200-class) OPERATED STANDBY DOLLAR Hrs Hourly Rate Hrs Rate AMOUNT 3.50 30 14 t 7.95 $ 105.49 13 23 2.00 55.51 3.50 129.95 3.50 12 29 Solo -tractor ve/End-dump 50.000# GVW. no Ira': 3.00 8Soto tractor vr(End-dum 50.0004 GVW, no lradr. 1.00 802.1 . Traitor,'T&T`Combo (4-axle, end dump) 111.02 18546 00 SUBTOTAL -EQUIPMENT $ 982.88 EQUIPMENT OVERHEAD 8 PROFIT CO2 21% $ 206.40 EQUIPMENT TOTAL $ 1,189.28 MATERIALS1SERV C MATERIALS / SERVICES um Tree s United Rentals ice Truck 1,15 bre) 'akin Treneh13ed7',7 N , 8x207rench Box 10.44fir . 5naw8x20 Sg0015 io011_ 56dw octr, Qmawa Skiff rd) 6,7tt0hr each '4'LLarda2 81(ieeoba .. .. Rump Can.52,Ihr _tea-8x13 Alunitnwn Box 8,73rhi Can Parma D 6d'rr each " 6 Jacks.1.47Thr each axle Stool_Shoo12.2611rr - -- - 25 5x16 Stool Sheet-1.86Ru 2 5 HRS 1 - ' 1.80 TCSE .... . Equipment " .. - ., ., .. " e � 2.5 HRS-: 34.95 RENTALS Taxes Quantity Units Unit Price DOLLAR AMOUNT 2.5 HRS $ 20.45 2.5 HRSTM $ 28A5 2.5 HRS . , •_.. 7.73 $ 19.33 2.5 HRS... 10.44 $ 26.10 Verification of Hours Worked: t 7 2,5 2.5 25 25^HRS 0.5 2,5 HRS,..- .��'8_i"3 1.'0 2 SUBTOTAL $ 321.29 OVERHEAD 8 PROFIT 21% $ 67,47 TOTAL $ 388.76 Contractor'. Repreeenratve Ovmor's Reprosantaevo Deto Da 3/zq/r Pay E imate Entered: Date: By...._..... TOTAL: $ 3,656.54 12% MARKUP (for prime vfien subcontract work) $ - SHEET TOTAL: $ 3,656.54 Prime Markup on Subcontractor 12%: < $25,1310 10%. S25,000 to $100,000 7 X > 3100.000 If checked, this work le in dispute. By signing this form, parties are agreeing to the time and ellen needed to accomplish the task Entitlement to be determined at a later data file. 500.025 FA71 Goat 043.xis Template Updated 8/92012 DEMOLITION EARTHWORK UTILITIES rfr ! l Oil l00Pied tIr-l(c6 & =t , ia FIELD RESOURCE TRACKING SHEET Customer: Date: Job #: 1Trackino #: ac 'law( ii. Z-2r)-11 i4,7,0 cal on* -0413_ Pro ,( 1 14 r1dov-c� gqr k E -I � e•-- 7nr4r �, f� Gt��a-1-c,, /2.4rbeie-o Employees On Project: p Class: Hours: � Description of Work / Comments: r� ? CA(.5 IC '7 AO rarlt4 di Inv/ 11 )J / H C sa rv►t terortt P i 4o5, To i t vir ,51—d t Y e. 411, 0 p 5e.,thler sA-v 6 .5771 131-6f0 S AV( ►3,. Deape ' % 4 rovnr, A __ 6 J X 2.' T"ra LI i4 %%f ' � - Z c Y/4 j Q i - t],4-res. (Se-e JL tr -I .1Qn, £ib. ui...? 7'lTig A (n$,.i . l €01 / ' T le) It r, shrr7 611 r� I%S k hr Equipment On Project: #: Hours: __A he, 4-v ; 4 ` ' fit; 5 ,`x "'-LI 670 _ _ 31 � 4 A 17 F-_a.5o 31b I'I e. eirta__g)(rta.I Jb 4 54ii tut A q ! 7- Row) r) A r) , 7' 40 v Mat lc� cra f r,w t4 -1` 32key _ 32g'/ h/ c/ /J:'ev,,� 3 UU,q ,,Y,,p a- .,,c (ic/o 'JUt 3 ol.1 .14 'i2 VC" (So v aZ / vw� .:Dov►1 '�'' t4iIw- p g I o. rnwa ,, z Materials, ruckin Subs,Other: Trucking,s: Qty: Unitmm...�, C rt.W s f-a.r+e-d r^ei ovt st de..waI LC;, f r s fu tv �y , : ,End 4.91 15_ df' �1:15 041 add 5#444'7ee ipatjCi`lllr) [irir+4+1 654 aT- £tµo awl. Z be(teve. t kJ o 1'.dnad� 6, )Q Ill. urt is l/ 4 r tid. Not !_5tAr¢ . low Ake tally r panckd.If-e.J ell crt\1, (Circle Appl.) Steel sheets? Shoring? Temp Fence? ,/LoatL jiS sriocds /vl 1 was 4o+ kte-ot I b Pumps? Traffic Devices? Confined Space Kit? CM 1 wit( rieyr'e,4/ Pacf-eit d i' TITAN coring or cuttinExcessive admin. effort? Owner's Representative Signature: Date: TITAN Ea work Signature: Date: V /2,7 f 17 -� - 21 14- White - Office Job File / Yellow - / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 Diego Castro Johnny Dumford CJ Sehleiritn, Mike Kelly FA Sheet No.: 072 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 Item No.: S2-f3eSolution of Utlitty Conflicts Date: 2/21/2017 Description of Work: lAforlt around Unlocated Utils STA 13+90 Work by Subcontractor?. (Mark "Yee or "X' if yes) 1 Prime Contractor: Titan Earthwork Sub -Contractor.. OP -LEAD PIPELAY OP-TYP OP-TYP OCCUPATION Operator (Lead) Pipe Layer (Util) Operator (Typ)_. Operator (Appr, 85% Avg) Operator (Typ) 4.50 2 50 2.50 Hourly Rate $ 74.16 $ 59.16 $ 65.54 $ 72.92 OVERTIME OT Rate DOLLAR AMOUNT 182.30 163.85 SUBTOTAL - LABOR: $ 900.69 LABOR OVERHEAD & PROFIT @ 29% $ 261.20 LABOR TOTAL $ 1,161.89 EQUIPMENT a EQUIPMENT OR ATTACHMENTS OPERATED Equipment # Equipment Description Hourly Rate 30.14 319 307 WL5441 Owner's Representative F-450 Truck, Foreman (fully customized & equip F-550 Truck, Foreman Loader, Deere 544 Solo -tractor w/End-dump (50,000# GVW, no trail Pro-VanDe out tIr SUBTOTAL - EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21% $ EQUIPMENT TOTAL $ MATERIALS/SERVICES/RENTALS Dale It 2.1 1 DOLLAR AMOUNT 135.63 399.12 83.82 482.94 DOLLAR AMOUNT $ 1,820.88 SUBTOTAL $ OVERHEAD & PROFIT @ 21% $ TOTAL $ 1,820.88 382.38 2,203.26 TOTAL: $ 3,848.09 12% MARKUP (for prime when subcontract work) SHEET TOTAL: $ 3,848.09 Prime Markup on Subcontractor 12%: <$25,060 10%: $25,000 to $100,000 fl 7%: > $100,000 If checked, this work is in dispute. By signing this form, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. File. 500.025 Template Updated: 8/1/2012 FA72 Goat 044.xls 11 I j'elA" 51-LT) DEMOLITION ( Ml kir eeiti 0 13 + 9 0 EARTHWORK FIELD RESOURCE TRACKING SHEET UTILITIES Customer: Date: Job #: - Tracking #: i nt ) i,►JJ./4 -2- 21- 17 11 iD OAT' o Project: n P vg g"1gs-r u.. rh ea- t2- .-E.c-ot Employees On Project: 1 Class: Hours: Description of Work / Comments: , I 4 14, VAAG= nuGk Sri r1411 -.. • 01\ el Wei f fOrl. 2 ' S ./{-2iYh 14-lNs► 77 oc' il-re.#1riu 5A ane_ k, k k, d p 2..5 &w Se G Sc.)►.„4.1(n 1br ' , 2 )5 10'` 10 �1 ► ►rmrt . in ► lei /h ,P 1 vF 4-o e * ; ...•� \1t, (171- i z Qe,\CC, W A-S c.o ne-d ov-I -0 _... _.. jJ,1 ;l. 7)i's k . J-L S)4 ci% iA.c4 4fr l i c,.,- 44-e, / I Lin ► Z ', 0 - 5. 11 fl Equipment On Project: #: Hours: . (f p rn — -6./9 vh 1'- il5o 3! 4s F-- L/50 3o iS 71l% Al vAS o __rtu fi5 5-04 k 4- 5ji l w SqhI1 1 ,k-:1:fI l'inci PLJ v i 7/2 vo/L ' / 2 ' 5 Materlais, Truckln , Subs, Other: Qt ! Units: rr A /�► K _l �► w (Circle Appl.) Steel sheets? Shoring? Temp Fence? Pumps? Traffic Devices? Confined Space Kit? TITAN coring or cutting? Excessive admin. effort? Owner's Reare entative Signature: Date: TITAN E h rN Si Inatu Date: 242717 ' 2-22-/7 White - Office Job File / Yellow - FG man / Pink - Customer TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 6622 112th St E Puyallup, WA 98373 Phone: (888) 565-5665 Bill To: 005660 Titan Earthworks 13806 16th St E Sumner, WA 98390 Work [ Order ID Complete Date FPO Number Wor 17-011 02/23/2017 Description of Work 2/20/17 thru 2/23/17 Eductor truck to hydro -excavate Invoice Invoice Number: 170217-011 Invoice Date: 2/27/2017 Page: 1 of 1 Service 028841 Location: Titan #16-20 Andover Park E & Strander Blvd Tukwila, WA I Terms Cash On Delivery Called In By Qty Item 1D Description Unit Price Disc % Amount Services Performed 1.00 ET 2/20 - 8,0 hrs @ $195.00/hr 1,560.00 1.00 ET 2/20 - OT - 3.0 hrs @ $220.00/hr 660.00 1.00 ET 2/21 - 8.0 hrs @ $195.00/hr 1,560.00 100 FT 2/21 - OT 0r O,IhC 770.00.... 1.00 ET 2/22 - 8.0 hrs @ $195.00/hr 1,560.00 1,00 ET 2/22 - OT - 2.0 hrs @ $220.00/hr 440.00 1.00 ET 2/23 - 8.0 hrs @ $195.00/hr 1,560.00 1.00 ET 2/23 - OT - 2.0 hrs @ $220.00/hr 440.00 SubTotal Pam_ 4.00 loads Disposal of 4 loads Received MAR .2 0 2017 fi TAN Earthwork, LLC We now offer Emergency Spill Response Services! Please call 888-565-5665 1560 770 2330 +11.5 202.61 x8 1620.88 200,00 ti oai 1620.88 200.00 1820.88 Invoice Subtotal Sales Tax Invoice Total Payment Received Balance Due 1,560.00 660.00 560.00 770.00 1,560.00 440.00 1,560.00 440.00 8,550.00 800.00 9,350.00 0.00 9,350.00 0.00 9,350.00 0. CO N 'o 40 ssaJppv CIOr 0 # Jap.io )JoM OI 7 n FA Sheet No.: DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Item No.: S' tesettitiorw or Utility Cenfllcts, Description of Work: Unforeseen Utilities'STA 13+43 NAME Dle • • Cestro . Johnny Durnford Sharye Rich CJ Schiertin Prime Contractor: Titan Earthwork CODE OCCUPATION OP LEAD PIPELAY OP-TYP OP-85 eraSarr (Leadl Pipe Layer(U611 Operator(Typl Operator LAppr. 85% Av Project No: 99940103, 91440204 Date: 2/21/2017 Work by Subcontractor?: Sub -Contractor: EQUIPMENT EQUIPMENT OR ATTACHMENTS Equipment 4 Equipment Description E3281 3281 2452 Buc 3281 2452 Bucket 319:. Excavator. Cat 328D LCR (Heavy 200-class Buckel. 45" to 55" (200-class) Bucket. 45" to 55" (200-classl F-550 Truck, Foreman F-450 Truck, Foreman (fully customized & equlpp STRAIGHT TIME Hourly Rate $ 74.16 $ 59.16 $ 72.92 073 (Mark "Yes" or"X"ifyes) OVERTIME DOLLAR Hrs OTRate AMOUNT $ 99.36 $ 222A8 $ 81.06 '$ 207.06 $ 97.50 $ 255,22 $ 86.43 $ 229.39 SUBTOTAL -LABOR: $ 914.15 LABOR OVERHEAD & PROFIT Q 29% $ 265.10 LABOR TOTAL $ 1,179.25 OPERATED Hrs Hourly Rate 3.50 129.95 3.5012.29 DOLLAR Hrs Rate AMOUNT STANDBY 12-29 3.50 3,50 21.37 300 30.14 Solo -Tractor w/End-dump (50,0004 GVW, no Val „3.50 - inht Plant MultiQu'p LT-12D 3 50 MATERIALS / SERVICES 6x8 Rklurtnkrumrl Trancta 6in43»5 lu Uno4ed Ra rip s 1C5Tir>utc 4x20 Trench Box 7.73/hrr 8x20,Trencti Box)0.44thr Sea -8x20 SpitSheets 2 58/hria h 1 ii-Gr eval Skiff C9 irA iaih" each 4-ea Aireiniflainds 2.87/ht eeet Pump Can:52fir an0a6rBox 83761,__- 6 fin Farms 0.26Tr each .. ,8 Jaolcs 1,47Jhreech 6X16 Steel Sheet2.261hr 5x16 Steel Sheet 1.66/hr TCS Equipment ER of Hours Workedl: Contractor's Representative IDwnera Representative Pay Estirtiate Entered: Date: By: Date Date ;J .Zq 61 82 9,60 35.85 $ 454,83 4.22 $ 43.02 $ 14.77 S ............... 74.80 $ 90.42 $ 216.37 $ 33.60 $ SUBTOTAL - EQUIPMENT $ 927.81 EQUIPMENT OVERHEAD & PROFIT (4) 21% $ 194 84 EQUIPMENT TOTAL $ 1,122.65 C'E8'IREN1 ALS Taxes ' Quantity 3.5 Units i Unit Price DOLLAR AMOUNT HRS 3.5HRS', 3.5'HRS 3.5 HRS 3.5 HRS 3,5 HRS:_ 8.18 $ 8,7 $ 0.52 $ 28.63 37 38 1.82 873 $ 1.58 8.82 r$ 3'5 HRS 2.26 $ 3.5 HRS 1.66 $ 3.5 HRS 34.95 $ 30.56 5.46 30,87 7.91 5.81 122,33 SUBTOTAL $ OVERHEAD & PROFIT @ 21% $ TOTAL $ 449 80 94.46 544.26 TOTAL- $ 2,846,16 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 2,846.16 Prime Markup on Subcontractor 12%: <$25,000 10% $25,000lo $100,000 7%• > $100,000 If checked,this work Is In dispute. By signing this form, parties are agreeing to the time and effort needed to accomp'ish the task Entitlement to be determined at a later date. File. 500.025 FA73 Goat 045.xis �cd �� kv-t/ Template Updated: , 8r1/2012 DEMOLITION EARTHWORK UTILITIES U,tdVe4 074'141 �5 SeW�' S"i"tJSTq 134113 FIELD RESOURCE TRACKING SHEET Customer: _ Date: Job #: Tracking #: , t3L/ K t/l%_ i 7- -2- 1' j 7 I f1 7 t+ 0t-F7- Pr i h AV i1iq 61{,u1 e4✓•1* 14)p ter a1olc461mot, Employees On Project: Class: Hours: Description of Work / Comments: o innvl ► or tiA /'fit .,J 141t,D Div UU4, c)A.s+c a?",- /114 c et 6-krtv1G Elio 00 (o ,r'► ,rnf C j Sc k ..It 1- �, G1 12eu2J ►�e, �� � ^�, CGYa _ / lI'J ► i. I y _.ICI14.1219 E7e., b ,.,.„. ri c wide ' t co itc)tiSl'ort, i kJivi- 4- ,. MNTe,s l,/ 4%c uirk h1f C{"kt.,< Equipment On Project: #: f Hours: S rr, ar s., , i 3Z8 'r .._,s 3' ,� hrid- hve _to A14-6 A t- 01u7 146 'r- 450 3 0 n dot e /%1.'I1 6 orb ie ,,, ltn NvO 3 I i bA- ... -7-1iev_., c 0 / • LA p; 4,c4-1-k. b e.d oi-- haan L y ti JrL• -1-h rs (i 0/ 5he , op k v i . Opp. . 8 :1/ a._TITh )\,1 e if EWD A5 sec A-5 73kic c -ra 11 4 - 8':3 Op 42:30Arm. Materials, Trucking, Subs, Other: Qty: Units: IT 0 v v• r tt, 4)• .',5 to first- box Nras removed. " F Eve.&re- Se- nk,er e)e 2 -2 1 —17 Z:00 aM. woad ve, 44 cell -ft1 mmii- eKcuta e getct No-4ii 4Ste wl14,11,14f (Circle Appl. Steel sheets? Shoring? Temp Fence? p1,e ben'breSeeit tet•ilWei r1.edS -b - • • , Pumps? Traffic Devices? Confined Space Kit? C-G4 re en, w i �( rry ek+tJyt o . TITAN coring or cutting? Excessive admin. effort? Owner's Representative Sianature: Date: TITAN Ea work Si nature: Date: Z/21/1 2 _2Z^ j 0 0 .e-X-caO-rRv1S # v ea 4el eft,' 1+10Vt-, TITAN Earthwork, LLC at 1585 Valentine Ave SE, Pacific, WA 98047 Phone 206-325-3004 Fax 888-325-3004 Shinsato, Jamie From: Katrina Walker <katrina.walker@titanearth.com> Sent: Thursday, March 23, 2017 3:22 PM To: Shinsato, Jamie Subject: RE: FA Sheets Attachments: FA69 Goat 041.pdf Here you go Katrina Walker 1585 Valentine Ave. SE • Pacific. WA 98047 253-508-1880 (M) 888-325 3004 (I) From: Shinsato, Jamie lmailtoJamie.ShinsatoRaecom.coml Sent: Thursday, March 23, 2017 3:03 PM To: Katrina Walker <katrina.walker@titanearth.com> Cc: Bardweil, Tyron <Tyron.Bardwell@aecom.com> Subject: RE: FA Sheets Sorry Katrina, I might have missed this one. Thanks! Jamie 808-349-1298 From: Katrina Walker [wailto:katrina,walker,«titanearth. om Sent: Thursday, March 23, 2017 2:59 PM To: Shinsato, Jamie Cc: Bardwell, Tyron Subject: FA Sheets Jamie, See attached signed FA Sheets, let me know if there are any missing. On a side note per our conversation the following are subject to change after we have come to a mutual agreement. FA57 — TCS Equipment Rate FA63 —TCS Equipment Rate FA66—TCS Equipment Rate FA67 —TCS Equipment Rate FA69 — Goat labor to be added 1 hour, Custom size sheets rate to be added. FA71 — TCS Equipment Rate FA73 —TCS Equipment Rate FA76 — TCS Equipment Rate FA77—TCS Equipment Rate FA78—TCS Equipment Rate 1 FA79 — TCS Equipment Rate Katrina Walker i x V0'„I env i r • �[,�e Ar,„a'"�=�+ 1585 Valentine Ave. SE • Pacific, WA 98047 253-508.1880 (M) 888-325-3004 (F) 2 Y1(45GSN DAILY REPORT OF FORCE ACCOUNT WORKED FA Sheet No.: 095C Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 Item No,: S2 - Resolution of Utility Conflicts for Sewer Date: 2/21/2017 Description of Work: Adjustment for TCS Equipment rate. Agreed to revised rate per email, adjust for FA#57, #66, #67, #71 and #73. Prime Contractor: Titan Earthwork Work by Subcontractor?: (Mark "Yes" or "X" if yes) Sub -Contractor: TCS Equipment Rate (paid) TCS Equipment Rate (revised) LABOR STRAIGHT TIME Hrs -13.5 Hrs 13.5 Hrs 34.95 $ 53.98 $ (471.83) 728.73 SUBTOTAL $ 256.90 OVERHEAD & PROFIT @ 21% $ 53.95 TOTAL $ 310.85 Verification of Hours Worked: Contractor's Representative Date Owners Representative File. 500.025 Date Pay Estimate Entered: Date: By: 11 05 �•Jc FA95 TCS Sewer.xls i A r TOTAL: $ 310.85 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 310.85 Prime Markup on Subcontractor. 12%: < $25,000 10%: $25,000 to $100,000 7%: > $100,000 tf checked, this work is in dispute. By signing this form, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. Template Updated: 8/1/2012 FA Sheet No.: i.- ._.. 057: DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE i at8r and Sewer Rse Cac'sman P'mjeet Na. 99940103, 91440204 Item No �RnklrE as aWtWU y Grrn Dad• Description of Work "IYW� eal wrnmuO w ban, rrr Ge¢0 9 r a rartd w o 00e Pd ysr nand G undu a tir2 a!nd8 2 EQUIPMENT OR ATTACHMENTS STIPERATED Equipment 8 at 328D LCR (Hear 260-class) Bucket. 45' to 5.5" (200-dass1 Buck9L 45' k1 55' (200-das5 LT-02 - tight Plant Magnum Pm MLT3060 WL-3801 -- Komatsu WA380.7 Re11er. Smooth Doss, Ovneoec (medium d Swee•er,Roecala-81ar(SeU- m e4ed Sala -tractor w/End-dum 50,030V GVW, no 9;ar Loader. Deere 544 MATERIALS /SERVICES UBitedrit otatMa ri ettrJI Verification of Hours Worked: o bnkadorli Rapra.n58w Pay Estimate Entered: Date: By. �........................ File, S00.025 V1 E Work by Submntrarterl: (Merk*Yea' or 'X' Ifyea) V - LABOR STRAIGHT TIME OVERTIME DOLLAR Mrs Houdy Rate tlrs OT Rate AMOUNT 5..U$' $ 74,10 $ 99.36 $ S 59,1e 72 92 $ 65 54 S 56.59 .11 SUBTOTAL - LABOR; 3 $ 81_06 S 97.50 'S S 97.50 5 519,84 417.39 510.85 498 56 $ 72-12 5 364 72 S 97.50 ' 3 473 98 $ 89.43 5 426 01 77.20 LABOR OVERHEAD 8 PROFIT t) 29% 3 EQUIPMENT LABOR TOTAL SS STANDBY DOLLAR Mrs -Awe AMOUNT 388 45 3.599 80 1,043.94 4,643.74 0 A NAME Prime Contractor Titan Earthwork CODE OCCUPATION PIPELAY QP-TYP ,Operator........._ OP-TYP Ope2tr(Typ) LAB-85 Laborer SAopr.65%A`91_ OP-TYP Stneratur )..„ OP-85 0perator(Arpr. 85% A yj TCS TCS (20*53) tx quipment Descdp8on Hrs... HotldyRala '"E-1CC:11w1TWar, C ;'p;' 129.95 -...� 8.50 12.29 1229 -'::ax8me1ar John Deere&Hilerhl 240/245 (204dass -65(7 110.89 "_I4P'325-33Hoo Poo)- 225 Attachment -:63t1 11.20 11F-450 Truck, FCremon (fully customized 8 r`aur CAB 30.14 ;, F-550Trudr, Foremen °' 21.37 LT.01-Light PlantMult!Oul. LT-120 r850 960 &54J 10.32 t!,' 57.97 . 33.55 3337 `. 422 5 ._._._._ 79.89 422J S 3020'$ 305 7 m95,3 356 5 138.9 88 S 62 40 291 $ 67.08 14.44 5 376 81 7.43, S 7,81 S 3905 10.11 5 401 83 14 43» $ 360.82 SUBTOTAL -EQUIPMENT 5 EQUIPMENT OVERHEAD 8 PROFIT 44 21 % S EQUIPMENT TOTAL $ T xes Ouantlry Urut rice 3.41922 718.04 4,13726 S 56.90 3J.'a9Q:44 3 5220 r111a'32' 5 51.60 87 00 18+0$�' 15 80.20 B� I 510, S 1,125.00 X ',%14I1. (11 5 910 00 2� '^7410e8, $ 5340 r��flf 91 ,, s Lycra i ; iS2 5 260 Bd A' $ 40.90 43.65 260 29.40 SUBTOTAL $ 2,748.85 OVERHEAD 8 PROFIT@ 21% S 57726 TOTAL $ 3,326,11 �" TOTAL' ....."pu'1 7;1`p tVJVOf t V VP t(Jt.7nr , 12% MARKUP (far prime when subcontract work) SHEET TOTAL; $ 12,107.11 -n U (/L C Q gtt Prime Makup on Subcontractor. Q 6 12% <$25,000 10SG 525,000to 3100,000 7%: > 5100,000 If checked, th1e work Is 1n dispute. By signing is (an. pates a • agrwing to the Nr5e and effort needed to accomplish the task. Entitlement to be delern4ned (1 a Wet date Template Updated: 0/1/2012 FA 57 Goat-029.xls r4-1 b-rVW FA Sheet No.: 066 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Item No.: p utlai of, Utility Confjicts Description of Work: V uIt W er IrciTrefinKatST,11+50 " ,r. Prime Contractor: Titan Earthwork Project No: 99940103, 91440204 Date 211312011 Work by Subcontractor?: r6. Sub -Contractor: k`Y'es" or°''"Ifyes) STRAIGHT TIME OVERTIME DOLLAR NAME CODE OCCUPATION Hrs Hourly Rate Hrs OT Rate AMOUNT Die o Castro OP -LEAD Operator (Lead) t,1� $ 74.16 $ 99.36 $ 148.32 Johan Dtimf lyd ,. PIPELAY Pipe Layer (Util) t0 $ 59.16 $ 81.06 $ 118.32 Jai igi meta i LF4�8•GR'D Laborer(Grade Checker) $ 59.87 $ 82.12 $ 119.74 Scott Nelson OP-TYP Operator(Typ) $ 72.92 $ 97.50 $ 145.84 SUBTOTAL - LABOR $ 532.22 LABOR OVERHEAD & PROFIT @ 29% $ 154.34 LABOR TOTAL $ 686.56 EQUIPMENT EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment # Equipment Description Hrs Hourly Rate Hrs Rate AMOUNT t 28D LCR 3281 2452 Bucket.,.,,, Bcucket,r45 a o355" 200- (Heavy s) y 20 class) Q 00 112.29 35.85 4.22 $ $ 259.90 � 24.58 E1353 _. Excavator, John Deere/Hitachi 135 Class &e F-450 Truck, Foreman (fully customized .__ �.. ul' f fr "--907 ; � F-550 Truck, Foreman ,P 21-37 � 3.56, $ tt. - •_ 225HP03 ' HP-225-3 (Hoe Pac)- 225 Attachment �g93{o� 11.20 '„',; i 3.05 $ SUBTOTAL - EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT @ 21% $ EQUIPMENT TOTAL $ 147.06 42.74 22.40 556.96 116.96 673.92 MATE.R I ,LSISER'I E SIRENTA LS MATERIALS 1 SERVICES • • - D •LLAR MAW iftad Rw talifif..firtiCk17717 ,,, $ 22.76 1f li ,lif%ii, [erac;P.a B91k<1Q;. ff l Sflsate2` es ttiraval Sklff ,1 .1 xtl`8.70/hr each, ;,; 4ea`'Amra 0t*oN 2 67liar-eaoh y., iNtlu li L rBA?ROT7, r 8>i1Q S1eni St1�a,at�,(r�r ry(16;Ste tShesfl.661tr Fetarson,Truching Verification of Hours Worked: Contractor's Representative Dale Pay Estimate Entered: Date: By: iTi 32 88 S 69.90 5 15.46 $ 20.88 $ 20.64 $ 34.80 $ 21.36 $ 1.04 $ 17.46 $ 3.12 $ 17.64 $ 4.52 $ 3.32 $ 250.00 SUBTOTAL $ 519.26 OVERHEAD & PROFIT © 21 % $ 109.04 TOTAL $ 628.30 TOTAL: $ 12% MARKUP (for prime when subcontract work) $ 1,988.78 SHEET TOTAL: $ 1,988.78 Prime Markup on Subcontractor. 12%: <$25,000 10%: $25,000 to $100,00 7%: >$100,000 If checked, this work Is in dispute. By signing this form, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date. File. 500.025 FA66 Goat 038.xls Template Updated: fib G1ootAt ha `(cf- 8/112012 Item No.: S2 me01ut%ri o'r t1tllit ;Cunmuu Description of Work: IDwN Pro•'r ammAa Prime Contractor; Titan Earthwork NAME Olea' Castro';,, Johnriy,Durriford David Dumfoni ;; hn nersun Tlmoth Berens Equipment E4353 807` 802 CODE OCCUPATION OP -LEAD Operator {Lead R OP-TYP PipeLayer(Util) _.. Operator (Tyr)) Laborer (Grade Checker) Operator (Typ)� EQUIPMENT OR ATTACHMENTS DAILY REPORT OF FORCE ACCOUNT WORKED 067 Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 Date: 2/13/20j17: Work by Subcontractor?:" Sub -Contractor:_. OVERTIME Hrs Hourly Rate I Hrs OT Rate 0.50 ,50 $ 7416 Of $ 5916 `i t $ 99.36 DOLLAR AMOUNT $ 186.12 81.06 $ 151.17 $ 72.92 �N �5 $ 97.50 $ 182,71 50�$ 72.92 15 $ 82.12�$ 153.12 O S $ 97.50 5__. 18271 SUBTOTAL -LABOR: $ 855.83 LABOR OVERHEAD & PROFIT @ 29% 5 248.19 LABOR TOTAL $ 1,104.02 EQUIPMENT OPERATED STANDBY Equipment Description I Hrs Exca'aator. John Deere/Hitachi 135 Class HP-225-3 (Hoe Pac) -225 Attachment Excavator, Cat 328D LCR (Heavy 200-class) F-450 Truck, Foreman (fully customized & equlpp F-550 Truck, Foreman Salodractorw/End-dump (50,000# GVW, no trail Trailer,'T&T" Combo (4-axle, end dump) Bucket, 45" to 55" (200-class) Bucket, 45" to 55" (200-class) Rate 21,04 3.05 35.85 7.95 3.56 10.78 DOLLAR AMOUNT $ 128,68 $ 37.40 5 63.15 5.14 5 5.14 12.29 .m;.:,_, 4.22 $ 21.51 12.29 ".,1ffi 4.22 $ 7.39 SUBTOTAL - EQUIPMENT $ 563.03 EQUIPMENT OVERHEAD & PROFIT @ 21% $ 118.24 EQUIPMENT TOTAL $ 681.27 MATERIAL MATERIALS / SERVICES aata;1,471tfr, ea 9e):She"ak 2;;2 5?10 t at Bharat 1581hr "" , - , r ,2/,///////%�///„�/IY�s �c�u�i�m�n���%'I/�/i��%/y/��1//�l/////a��%//�%�l/""�"✓r/'�,%�ii� SERVICES/RENTALS .: Verification of Hours Worked: Contractors Representative Date 'Owner's Representative y per Pay Estimate Entered: Date: By: Date J21 Taxes Quantity Units Unit Price DOLLAR AMOUNT 125.00 1.13 __.0.83 SUBTOTAL $ 190.65 OVERHEAD & PROFIT Q 21% $ 40.04 TOTAL $ 230.69 TOTAL $ 2,015.98 12% MARKUP (for prime when subcontract work) $ SHEET TOTAL: $ 2,015.98 Prime Markup on Subcontractor. 12%: <$25,000 10%• $25,000 to $100,000 7%: > $100,000 If checked, this work Is in dispute, By signing this farm, parties are agreeing to the time and effort needed to accomplish the task. Entitlement to be determined at a later date, File. 500.025 Template Updated: 8/f120 � � - i2 FA67 Goat 039.xls 51d9jevt oVia�s , ? cro Zcs rak otorelnAbe pov NAME Shane Rk:h avid Durttfa. Leol 3oss SakaloPe lirrioltiv Berens DAILY REPORT OF FORCE ACCOUNT WORKED Project Name; APE Water and Sewer Replacements Item No.: ',,S2L,ResettOilf Description of Work: FIfahota,65 ut kM at,SA-13t90 FA Sheet No.. 071 Project No: 99940103, 91440204 Date: 2/20/2017 ,. Work by Subcontractor?: f (Mark "Yee or'X" if yes) Prime Contractor. Titan Earthwork Sub -Contractor. ,.w... PIPELAY DRIVER DRIVER 0•eralor(T, •1 Operator f'yp) OperatortT p) Pi•eLa ar, h11 Driver (Tian Driver (Titan) EQUIPMENT $ 53.20 $ 66A2 S 66.42 $ 97.50 $ 72,12 S 81.06 $ 94.57 $ 94,57 DOLLAR AMOUNT S� 259.56 $ 255.22 $ 25522 $ 182.30 $ 18620 $ 207.06 S 199.26 $ 66.42 S SUBTOTAL - LABOR $ 1,611.24 LABOR OVERHEAD & PROFIT © 29% $ 467 26 LABOR TOTAL S 2,078.50 EQUIPMENT OR ATTACHMENTS OPERATED STANDBY DOLLAR Equipment # Equipment Description Hrs ! Hourly Rate Hrs Rate AMOUNT 319m,. e....E3281- 3281.2452E13 3281� 2st8 F-450Truck. Foreman lrufvcustomized & equi F-250 Truck. Superintendent Loader, Deere 544 Excavator. Cat 3280 LCR (Haag,• 200-class) Bucket, 45' to 55' (200-dass) Bucket, 45' to 55' (200-lass) 30 14 7.95 S 105.49 Sola-tractorwrTnd-dump I50,000# GVW. no tra2r ,""3.00 61.82 . , 10.11 $ 18546 Solo tractor 50.000# GVW. no crap , 1,00 631ir - 10.78 $ 63.15 Trailer, 'TET'Combo (4-axle. end dump) $ 5.14 S - S SUBTOTAL -EQUIPMENT $ 982.88 EQUIPMENT OVERHEAD E PROFIT Q 21% $ 206.40 EQUIPMENT TOTAL $ 1,189.28 MATERIALS/SERVIC Et a(RE N1 ALS MATERIALS / SERVICES Taxes Quantity Units HRS Unit Price DOLLAR AMOUNT ,fix°.. rro°!•.a cea .. „Lai ,q 1' YiCoti P7ii d tttnp ?/3 1U0 Verification of Hours Worked: -71t. Caniradnes Represenlalive Owner's Representarrvo Date oat. ,Z't/I Pay E imate Entered: Date: By . $ 20.45 S 19.33 $ 3225 S 21.75 26.70 $ 1.30 $ _ 21.83 S 3.90 $ 2205 5.85 4,15 S 87.38. SUBTOTAL $ 321.29 OVERHEAD & PROFIT ig 21% S 67.47 TOTAL $ 388,76 TOTAL $ 3,656,54 12% MARKUP (far prime wfien subcontract work) $ - SHEET TOTAL: $ 3,656.54 Prime Markup on Subcontractor 12%: < 525,000 10%: $25,000 to 5100,000 7%: > $100,000 IFcheckod, this work is in dispute, By signing this form, padres are agreeing to the time and edort needed to accomplish the task. Entia0ement to be delemllned at a laler dale File. 500-025 FA71 Goat 043.x{s Template Updated: 8/1/2012 pen. 13 trz,y prit °I C, FA Sheet No.: 073 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: APE Water and Sewer Replacements Project No: 99940103, 91440204 Item No.: S2 Resolution of Uhli Conflicts Date: 2121/20,17 Description of Work: lnforeseeUtIIIU eSTA_13+48 Prime Contractor: Titan Earthwork Work by Subcontractor?: Sub -Contractor: G. STRAIGHT TIME NAME CODE OCCUPATION Hrs 01e ocis tro CNP-LPG 0;.erotor(Leid) Johnii� D'u`mford PIPELAY Plea La er (Util) Sherlo OP-TYP Operator (Tye)) "OP-85 O. rotor(Ap.r.85%Avo) EQUIPMENT OR ATTACHMENTS Equipment t1 E3281 3281, 2452Beate!-. 3281; 2452Bucket ;319 Ex EQUIPMENT Hourly Rate $ 74.16 $ 59.16 $ 72.92 $ 65.54 $ (Mark "Yes" or "X' if yes) OVERTIME OT Rate $ 99.36 86.43 DOLLAR AMOUNT $ 22248 $ 207,06 $ _ 255.22 $ 229 39 $ $ SUBTOTAL - LABOR: § 914.15 LABOR OVERHEAD & PROFIT Q 29% $ 265.10 LABOR TOTAL $ 1,17925 OPERATED STANDBY Equipment Description Hrs Hourly Rate Cal 328D LCR (Heavy 200-class) Bucket. 45" to 55 (200-class) Bucket, 45" to 55" (200-class) F-550 Truck, Foreman 3,50 3.50 F-450 Truck, Foreman (fully customized & equippt 3.00 801 iSolo -tractor w/End-dumrt(50,0004 GVW, no lralle 3.50 LT-01 - Llgyht Plant Mulll0uip LT-12D MATERIALS /SERVICES 68 Nurrenum 1 rencn Box (; "SATE 129.95 Hrs 12-29 12.29 21.37 30.14 ;. 61.82 9.60 Rate ........... 35.85 4.22 asii 4.22 3.56 7.95 10.11 2.68 DOLLAR AMOUNT $ 454,83 $ 43.02 $ 14.77 $ 74.80 $ 90.42 S 216 37 $ , 33 80 $ SUBTOTAL - EQUIPMENT $ EQUIPMENT OVERHEAD & PROFIT CI 21% $ EQUIPMENT TOTAL $ ALS!SERVICES/RENTALS Taxes Quan r,(tfil/IllJll//191r///'i llll I / 11///Jl/Ill/ %///%//////////rll/" %/ %/i %%7,1# Ir Contractor's Represenlatrvo Owner's Represenlativa I r^. Pay Estir" ate Entered: Date: File. 500.025 Data 3/2'Ji7 Units Unit 927.81 194.84 1,122.65 '8_18 $ 28.63 $ 39.83 RS �� 7.73 $ 27,06 RS 10.44 $ 36.54 f5 'j2. S 45.15 RSA 87 $ 30.45 37.38 2$ 1.82 r15 83 $ 30.56 4S "156 $ 5.46 2,26I $ 7.91 1S (r.E :6 i,, 6 $ 5 81 jai 7 ����f"l $ 122.33 SUBTOTAL $ OVERHEAD & PROFIT @ 21 % $ TOTAL $ 12% MARKUP (for prime when subcontract work) $ 449 80 94.46 544.26 TOTAL: $ 2,846.16 SHEET TOTAL: $ 2,846.16 Prime Markup on Subcontractor 12%: <S25,000 10%: ;25,000 to $100,000 7%: >$100,000 If Checked, this work Is In dispute. By signing this form, parties are agreeing to the lime and effort needed to accomplish the task Entitlement to be determined at a later date. FA73 G ��� or, oat 045.xls Template Updated: , Et/1 2012 Shinsato, Jamie From: Sent: To: Cc: Subject: Shinsato, Jamie Monday, May 01, 2017 3:32 PM Katrina Walker Chris Pierce; Bardwell, Tyron RE: Traffic Control Signs/Devices List Hi Katrina, We agree to the $53.98 rate for the TCS Package. Thanks! Jamie 808-349-1298 From: Bardwell, Tyron Sent: Tuesday, April 25, 2017 4:36 PM To: Katrina Walker Cc: Chris Pierce; Shinsato, Jamie Subject: RE: Traffic Control Signs/Devices List Ok sounds good. Glad you're helping keep it on our radar! From: Katrina Walker [mailto:katrina.walker(@titanearth.com Sent: Tuesday, April 25, 2017 8:47 AM To: Bardwell, Tyron Cc: Chris Pierce; Shinsato, Jamie Subject: RE: Traffic Control Signs/Devices List I wasn't sure if we needed to discuss as a group, however if you and Jamie are discussing it further we are good. Just don't want it to fall off the radar. Thank you, Katrina Walker 1585 Valentine Ave, S[ Pacific, WA 98047 253-508-1880 (M) 888-325 3004 (F) From: Bardwell, Tyron [mailto:Tyron.BardwelIaecom.comj Sent: Tuesday, April 25, 2017 8:36 AM To: Katrina Walker <katrina.walker@titanearth.com> Cc: Chris Pierce <chris.pierce3titanearth.com>; Shinsato, Jamie <Jamie.Shinsato aecom.com> Subject: RE: Traffic Control Signs/Devices List Is there any new information or something in particular you want to discuss? I think it's in our court to look into it in further detail. Jamie and I were just talking about it recently and plan to discuss in more detail and ironed out before next pay estimate. From: Katrina Walker [mail ;atriaawalk,r@,i Sent: Tuesday, April 25, 2017 8:33 AM To: Shinsato, Jamie Cc: Chris Pierce; Bardwell, Tyron Subject: RE: Traffic Control Signs/Devices List Jamie, Can we get this topic on our agenda for tomorrow's meeting? Thank you, Katrina Walker 1585 Valentine Ave. SE Pacific, WA 98047 253 508-1880 (M) 888-325 3004 (F) From: Chris Pierce Sent: Thursday, March 23, 2017 1:42 PM To: Katrina Walker<mkatrina.walker@titanearth.com> Cc: Shinsato, Jamie (Jamie.Shinsato aecom.com) <Jamie.Shinsato aecom.com> Subject: RE: Traffic Control Signs/Devices List Jamie, During "phase 1" TITAN had several times where we did not have enough TCS devices on hand to meet our needs. Learning from this, and with the addition of a second crew and an additional lane closure, our need for these devices increased significantly as you will see in this recently provided inventory list. If the city wants to dictate means and methods, they could have required that we submit and get approved a list of materials or used bid items for this purpose. Since they didn't, the devices on this project were determined by us to be what was needed to properly manage this project and it's constantly growing and shrinking needs. We are not in a position to mobilize traffic control devices to and from the project on an as needed basis. Summary: We stand by the inventory of TCS devices that we have on hand. Chris Pierce L - c't.Ji' 'Y• 1585 Valentine Ave SE • PacifiV cWA 98047 253-720-0523 (M) 253-863.0928 (F) From: Katrina Walker Sent: Thursday, March 23, 2017 9:50 AM To: Chris Pierce <chris.pierce@titanearth.com> Subject: Fwd: Traffic Control Signs/Devices List Do you have time to respond to this? I will send you the rate backup based on Dions inventory list. Katrina Walker TITAN Earthwork 253-508-1880 Begin forwarded message: From: "Shinsato, Jamie" <Jamie.Shinsato@aecom.com> Date: March 22, 2017 at 5:25:18 PM PDT To: Katrina Walker <katrina.walker@titanearth.com> Cc: "Bardwell, Tyron" <Tyron.Bardwell(a,aecom.com> Subject: RE: Traffic Control Signs/Devices List Hi Katrina, Sorry for the late call! For the TCS package rate, we disagree on the cost and amount utilized. Regardless of what's on site, comparing the amount utilized for this work based on the quantities agreed upon from the sewer work, there is a significant increase in quantities for posts (2x more), barrels (10x more), LED lights (5x more), Type II (3x more), reflective signs (10 more signs), and stands (20 more stands). Not sure what the justification for the large quantity increase needed is. We agree to compensate for the amount agreed for the sewer work ($34.95 full utilization cost), however, if there is a compelling reason for compensation for the increased amount of TCS materials, we are willing to discuss this. Thanks! Jamie 808-349-1298 From: Katrina Walker [mailto:katrina.walker(a)titanearth.com] Sent: Tuesday, March 21, 2017 12:23 PM To: Shinsato, Jamie Subject: RE: Traffic Control Signs/Devices List I will look at this one shortly see attached TCS Equipment pricing based on the inventory Dion put together. As you are going through the FA sheets do you want to input the rate? Katrina Walker 1585 Valentine Ave. SE Pacific, WA 98047 253-508-1880 (M) 888.325-3004 (F) From: Shinsato, Jamie [mailto:Jamie.Shinsato@aecom.comj Sent: Tuesday, March 21, 2017 11:39 AM To: Katrina Walker <katrina.walker@titanearth.com> titanearth.com> Subject: RE: Traffic Control Signs/Devices List Thanks Katrina. I'm doing one last addition for the additional tee (see attached) at STA 3+10. Thanks! Jamie 808-349-1298 3 From: Katrina Walker[mailto:katrina.walker@titanearth.com] Sent: Tuesday, March 21, 2017 11:13 AM To: Shinsato, Jamie Subject: RE: Traffic Control Signs/Devices List have a pretty good idea on the sizes the only thing I am going to need to research is pricing for the cone arrows. I am almost done with the FA sheets, will be sending you an email very soon. Katrina Walker 1585 Valentine Ave. 5E • Pacific, WA 98047 253-508 1880 (M) 888-325-3004 (F) From: Shinsato, Jamie [mailto:Jamie.Shinsator@aecom,coml Sent: Tuesday, March 21, 2017 8:47 AM To: Katrina Walker <katrina.walkertitanearth.com> Subject: FW: Traffic Control Signs/Devices List Hi Katrina, See attached for the inventory from Jeff. The only thing is the sizes of the signs aren't specified, either I can go out maybe today or tonight to see what the sizes are or if you know that info we could use that, Thanks! Jamie 808-349-1298 From: Vaughn, Jeffrey Sent: Tuesday, March 21, 2017 8:43 AM To: Shinsato, Jamie Subject: Traffic Control Signs/Devices List Jamie - see attached list from Dion as we discussed. Jeff Vaughn, PE Construction Manager AECOM ieffrev.vaughn(o7aecom.com Cell: (360) 340-1502 16-111(j) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 10 DATE: 04/13/18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change formalizes water revisions that were directed in Field Directive #5-7 and other impacts from utility conflicts associated with the water scope. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 4/25/18 By................ Original Contract (witho,titax) Previous Change Order, This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title Project Engineer $ 3,504,684.14 $ 291,011.47 Date. $ 47,590.57 By $ 3,843,286.181 Previous Contract Time: 197 Additional Contract Time for this Change Order: 3 Updated Contract Time: 200 APPROVED BY THE CITY OF TUKWILA Mayor City Engineer RIGIINAL,: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order formalizes a revised waterline scope driven by various utility conflicts and work added by Field Directives (FD) #5, #6, #6A, and #7. It also offsets payments already made by Force Account to resolve impacts from utilities not shown in the original bid documents and formalizes an appropriate time impact for these efforts. During construction, a more comprehensive potholing scope carried out under active utility coordination with the various third party utilities confirmed existing third party utilities in conflict with the planned water and sewer components. In some cases the utilities in question were not accurately shown on the plans and their actual location presented physical conflicts with the work and in other situations they were not known to exist until after the start of construction and were only discovered when more accurate and complete locates were provided by the utilities. Field Directives #5, #6. #6A and #7 were issued to resolve as many of these conflicts as possible and reduce the impact of the obstructions that remained. To complete this work required changing elevation and alignment of various water components and shifting project features to better fit the existing conditions. In one case we also found that a water service called for on the plans did not exist in the field and the work was deleted after some of the preparatory work was complete. In this case the quantity for the unit price payment will be adjusted but the work performed before the service was deleted has been tracked by Force Account and will be included in this lump sum payment. Following is the list of specific utility conflict issues included in this change order and narratives discussing each individual conflict. The table attached at the end of this Change Order summarizes the specific cost for each of these items and the time impact to the critical path of each activity. In many cases we believe that CenturyLink and PSE Power should share in the costs for some of these conflicts. See attached Exhibit B for Field Directives #5, #6, #6A, and #7 and a summary table of these costs. FA #74 - February 22, 2017: The contractor performed added potholing per City request to verify the location of an existing water service line, two power crossings, and two locations behind the guard rail at the north end of Andover Park East at Tukwila Boulevard. Half of these potholes should be reimbursed by PSE Power and CenturyLink communication because the need for these potholes was driven by inaccurate information for their utilities provided during design. FA #75 - February 23, 2017: While installing the new sewer line, the contractor discovered existing utilities at STA 3+30 that were not disclosed by the respective utilities during design. Once we knew of the existance of the existing conflicts, the City requested the Contractor excavate these utilities where they crossed the proposed water alignment prior to the main water line trenching effort using a vactor truck. This method allowed the critical path work to proceed with little impact from the utility conflicts as the main trench crew crossed the utilities. This effort was entirely driven by inaccurate locates by PSE Power and CenturyLink and this cost should be reimbursed by these utilities. FA #76 & FA #77 - March 2, 2017: During excavation for waterline installation, the contractor discovered an existing conflicting storm drain manhole at STA 6+43. The City worked with the contractor to deflect the water main around the storm drain, which was not shown as a conflict on the original plans. This work spanned between the end of one shift and the beginning of the next on the same work day and resulted in a 4.5 hour impact to critical path activities. FA #78 & FA #79 - March 6 & 8, 2017: The contractor took time to carefully dig around existing Century Link communication lines to install the 16" water main beneath the utilities at STA 8+10 and STA 11+54, respectively. These utilities were not shown on the original plans. The cost for this work should be fully reimbursed by CTL as these lines were not shown at all in our base maps.There was also a 3 hour impact to critical path activities. FA #82 & FA #83 - March 16 & 20, 2017: While excavating on the south side of Tukwila Parkway, the contractor exposed a cluster of utilitiy duct banks and fiber optic conduit that were not accurately shown in the design. Upon discovery, the contractor had to change their excavation method to carefully expose the utilities and work the water line through the obstructions. This required a change in shoring system and a combination of conventional excavation and a vactor truck to get between the utilities that were inconveniently spaced. The majority of the impact was caused by these extra utilities and the cost of this extra work should be reimbursed by PSE Power and CenturyLink. An appropriate share for each of these utilities is shown in the attached schedule. An additional 4.5 hour impact to the critical path was caused by these obstructions. FA #84 - March 28, 2017: To make the final water main tie-in on the north side of Tukwila Parkway the contractor had to chip off existing concrete encasement that was surrounding the old main in a shallow installation. Because the main needed to remain live during the work this required a combination of special excavation and careful concrete removal to expose the main for the final connection. The concrete encasement was not shown in our design. A portion of this work affected the critical path and resulted in a 4 hour time impact. FA #85 - April 3, 2017: Prior to being able to permanently abandon the old water line the contractor had to temporarily block and cap the old main near Baker Blvd. The first attempt to complete this work failed when the leaky valve put enough pressure on the cap to push it off the pipe. Upon discovering the leak the City provided the parts for this installation and the contractor completed the repair. There was no impact to the critical path from this work. FA #86 - April 6, 2017: At approximately STA 10+89 Left, the contractor discovered utility conflicts while trying to install a fire hydrant at this location. The hydrant was in a utility easement and adjusted from the original plan however none of the utilities along this alignment had been marked during design and all of the water and sewer crossings had to contend with these conflicting utilities. It is possible that PSE Power and CenturyLink should reimburse Tukwila for this cost unless the utility easement was secured directly by PSE and CTL for this purpose. Even so, the utilities should have been marked during design to avoid unnecessary cost of this installation. There is no impact to the ctitical path for this work as the cost represents the effort of a vaccume excavator to expose the utilities prior to the hydrant installation. FA #87 - March 27, 2017: The City revised the water line depth on sheets 8-9 via FD #7 in order to overcome and/or reduce conflicts with several utilities that were not accurately shown in the design. Because of the shallow bury depth required to go over the top of several of these utilities the City directed the Contractor to use field -lock gaskets for the revised waterline depth between STA 15+00- STA 16+50 to add additional restraint to these shallow pipe sections. The pipe was paid for under contract bid items and the added field lock gaskets were a material charge only as the installation method is generally equivalent to using normal gaskets. This did not impact the project's critical path, therefore there is no change in contract time. The cost for the change was driven by both PSE Power and CenturyLink and these utilities should share this additional cost. FA #88 - April 17, 2017: While excavating for the fire hydrant connection at approximlately STA 3+72 Right per plan, the contractor encountered an existing thrust block that needed to be removed to place the hydrant. Although existing utilities made this removal slightly more difficult most of the problem was caused by the thrust block and not the utilities. There was a 2 hour impact to critical path activities as critical path work spanned several activities on this date. FA #89, #90, #92 & #94- April 17-18, 2017: Similar to the utility conflicts discussed in FA #86 similar utilities were found on both sides of the roadway in conflict with the waterline crossings (hydrants, water service lines and fire services). The contractor utilized vactor truck excavation to expose these utilities to allow the safe installation of these water features and then modified shoring and installation methods to complete the work. The extra time and effort was tracked by Force Account. Although some of the utilities in conflict were never identified the main issues were with CenturyLink and PSE Power. The proposed cost share for these utilities are shown on the attached spreadsheet. There was also a cumulative impact of 5 hours to the critical path. FA #93 - April 25, 2017: Similar to Force Account #88, when installing the fire service at STA 15+33 Right, the contractor encountered an existing thrust block that was in conflict with the work and in close proximity to an active gas main. After discussion with the inspectors for both the City and PSE gas, the contractor carefully removed the thrust block and installed the pipe at a revised elevation per FD #7. The work resulted in a 1 hour impact to the critical path. CE-011 — Calculated April 20, 2017: This Change Estimate captures costs incurred prior to the decision to delete the water service at Station 16+35 Right. The backup for the costs is included in the estimate. There was no time impact of this change. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as otherwise approved by the Engineer. MEASUREMENT AND PAYMENT All work required by this change order will be paid for by a new bid item, "Impacts from Unidentified Utility Conflicts - Water," by lump sum, based on costs incurred for issues identified in this change order. This lump sum item includes all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project. The lump sum payment wit be partially offset by reversing previous payments made by Force Account and other Unit Price Items. The added work results in $47,590.57 in cost to the project with all but $2,627.58 having been previously paid by other means. The total encumbrance will offset previous overruns in contract quantities incurred during construction and allow direct request for reimbursement from responsible third parties. CONTRACT TIME Contract time shall be extended by three (3) calendar day as a result of this change order. CO#10 Water Revisions: Force Account Tabulation Andover Park E Water Main and Sewer Replacements Time Impact to Critical Path (hours) O O M N N in N V' O O O N O r O CO r r O N PSE Cost CTL Cost (0 co EA CO CO (O EA $ 3,087.38 I $ 3,087.38 EA EA EA i EA O (O r EA i EA (V C) (.C) EA i EA $ 612,39 $ 612.39 $ 1,044.11 I $ 1,044.11 EA i EA EA i EA $ 914.56 I $ 914.56 $ 1,040.97 I $ 1,040.97 EA i EA $ 479.40 I $ 479.40 $ 142.50 $ 142.50 EA i EA $ 718.88$ 718.88 EA i EA ,,. EA 6) co EA Total Time Impact = i EA CO C) t` CO EA Force Account Cost CO (C) N CO (C) N EA $ 6,174.76 N r N O ,- EA- $ 3,925.46 CO CO 6) ti CO EA N CO ' 6) (.C) C` r EA $ 1,837.18 <t CO N CO C) EA $ 3,663.73 $ 605.33 CO CO C) N EA $ 2,081.93 $ 2,096.34 $ 1,438.21 O (n ti N Nt EA No Cost CO (O (O N N EA $ 880.26 $ 904.12 $ 860.27 $ 39,120.57 $ 38,162.99 $ 957.58 Force Account Date Description No. 74 2/22/2017 Potholing for Waterline Installation (CoT designated locations) 75 1 2/23/2017 Vac Exc around Unforeseen Utilities STA 3+30 for Water (CTL and PSE Power) 76 3/2/2017 Stop work for Conflicting Storm Manhole at STA 6+43 77 3/2/2017 Work around Existing Storm MH at STA 6+43 78 3/6/2017 Work around CTL Duct Bank at STA 8+10. Not marked. (CTL) 79 3/8/2017 Work around Comm Duct Bank at STA 11+54 (CTL) 82 3/16/2017 Worked under multiple utilities STA 20+65 (CTL and PSE Power) 83 3/20/2017 Worked under multiple utilities STA 20+85 (CTL and PSE Power) 84 3/28/2017 Work around existing concrete encased water main at north tie-in 4 85 = 4/3/2017 Assisted City by repairing 1 cap 8" old gate valve at STA 9+13. 86 4/6/2017 Multiple Utilities at STA 10+89 LT conflicting with fire hydrant, (CTL/PSE Easement) 87 3/27/2017 Additional Field-Lok gaskets between STA 15+00 and 16+50 (CTL Driven) 88 4/17/2017 Remove existing Thrust Block to Set FH at STA 3+72. 89 4/17/2017 Excavate for Utilities at STA 14+05 LT not shown on plans (CTL/PSE - Easement) 90 4/17/2017 Work around additional utilities at STA 12+33 RT (CTL/PSE - Easement) 91 4/18/2017 Unable to Cut and Cap existing 12" Main 92 s 4/18/2017 Work around additional utilities STA 14+05 LT for hydrant install (CTL/PSE - Easement) 93 4/25/2017 !Remove old thrust block & adjust to connect fire service at STA 15+33 RT 94 4/27/2017 Work around additional utilities to set FH at STA 12+33 RT (CTL - Easement) CE-011 4/20/2017 Work performed prior to deleting the water service connection at Sta 16+35 RT FA and CE Total = Previous FA Payment = Net Additional CO Payment = !Error in previous payment, corrected with Change Order iShared cost pending review of easement language CO 10 Tabulation-MER.xlsx Page 1 of 3 Pages TEM COSTS 0 r0 0 0 V E U Sheet (Description U Delete (2) horizontal Thrust Blocks Delete 16x6 Tee MJxMixFL J LL X J LL 0 o 0 0 o o'o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 66660 0 0. l0 l0 t9 N ':O O N O N t0 0 0. m C1 MN C? N Lr) -i Lf) d N m v to M M O o op O 0 0 0 0 0 0 0 O 0 00 O O 0 0 0 0 0 O O O 06 0 0 0 0 0 0 0 O 00 co co -1 O O tD O i- l0 O O �• r1 �--I . r L. N o-i d' u') t '..... N m m th t!} t!} t!} U U ro r0 0 >r-1 r-II V V) > > cn Additional Excavation to deflect water under utilities Delete 1 LF 8" DIP if} t/} t!} VY t!} V!}' N .--I <--1 c-1 rl N G Q 0 7 V LD U Oo c>-1 ,>-I ,-i c>-1 1>0.. 0 m cd > > > > > cii MI co Q U 0 +J 0 if) -I- C a) by U l0 :a <--I j by O +- cu '4-, +-' C C 0 c -6 0) o± M o J +� _ ,,N -043 U a)C +W c j 0 O +�_+ CU vi "a = U aa) -, ° 0 4- U 2 +° .o -a a) >. L U V) _ X a) (A c tr0 qp JLI_ v a-+ O i +, O a.) -o -il "a -o J __IX m U ++ 'Q O U.-(.1_J 'O > a) MI a) U > r0 U O X X LL m 0 > m m m > U a-+ _ c N rp a) a) E U tip 00 as v r0 G o v > o a) a) a) IT,a) IP Qv)O> vIO n -omsO++ 0 0 o_u > > V 1--> r0 _. 00 CO U a) CJl 'c1' r0 In •/ X LID00 lD co 00 CO LL1 00 LID r1 `0 tD W L O O N lD �- •0 N �--I r'I N N v 'r-I c-I �-i -0 Q '6 v r-I r-I �-I c-I Q (�6 U a) U N U a) U c-1 a) r-1 U r-1 a) N r-1 r-1 r-1 .-1 a) U -O -6 U a) U -6 U -6 -6 -a -O U -6 -O -o -O -O 7O U U -o "O a) a) a) -o a) -o a) -0 -CS 0) "O -0 -0 -0 "O 0 0 0 Q 0 0 0 Q 0 Q CC Q Q O Q Q Q Q Q LD LD (9 lD LD LO N N N N CO CO CO 00 co co CO of CO 01 Ol Q) 0) 0 CflO u) UD N CE-011 Delete water service at Sta 16+35 RT O O 0 N 0o trY Subtotal (Total CO encumbrance) = 0 O 0 0 00 0 0 0 N ri u7 CD E 0 4— U CO W c 0 ro ro W a) a) r▪ o r-1 0 u 1) U >- U al o EEa `+=- o •i > 0 (O 0) ench Width cc C OD (cif 0 s O 4 CO O in o c1 N d' O M CO m M N co • \--1 O O in O) O O d' O) 0 o d' d' rl M Ln N tb r-I to r-1 Q7 d' O) lD (-Ni r-1 O) N r- oo <-1 m N CO M co m d• Ln m CO rl N \--1 \--1 \-I T-1 m m N m o N co d' N LD N N N N d CO in M M LD CO O LD (7) rn in d: N co 0 co rri .-i Lri in Ni .--i m Lri co in T m N co CO N L.O O) \-1 N d LO M O) \-1 N \--I \--1 N--1 `--1 <-1 <-1 u) 0 0 0 O Ln O oo O ,sH c 0 0 o u1 Ni in ul O O N Lf1 00 O cO oo in in Ln r� LD r� Ni in O LD N LD in N \-1 (N N r-, 0o c-1 m r- co in in O N oo d• O) O N CO \--1 to N d N M N N N d 4 N in Ln 0 0 0 0 In 0 0 Orn 0 0 (r O 1\ N O O U1 O N in Ln LD ul O LD U) co L--1 1n in N O CO N N d' N in in N N m Ln N in in Ln O \--1 M N in LO LD m N d' N d- N M c-I M \--1 cr M N if) O Lr) O Ln to to in Ln ul O ul in in Lf) O Lt in O 1n m N m N N i< N N N N N N r M M m 00 m LO N N •--1 N N M N N N Ln O O in O O in ul O O in in in in Ln O in O in O m m m m N M m r- m m m N N N N CO LO LD N N N LD N Ln in in in in in in if) V) Ln u'1 Ln Ln Ln in to ul Ln u7 in in N Lr') ul u) Ln Ln d' in Ln in ul LD N N N Lfi N N Lri r` in d' d' LD n LD u7 ul LO LO Ln Lr'I Ln N N LD In ul N Lt.; LP1 in r. N N Ln Lf) Ln t) Ln O ul O O O 0 0 0 0 0 Ln ul O O Ln O O <-1 d' N O 4 CO N Ln Ol c-I d- O M d' m N O -1 \--1 N N \-1 <-1 \-1 \-1 \-1 \-1 < -1 O ul O O O O O O O O O O O Ln O O O Ln lD N O O O d' N r� O7 4 M 4 co CO N LO O) c-1 LO N 00 0 0 7--1 N N N d' in LO LO N 0o O) O r-I L--1 \-1 \-1 ci \-1 \-1 r-1 r-1 -I N--I -I r-I < -1 N 0 m 0 LD O Oi LD s-^I 0) E O > (o 0 H (Volumes actually went down but area comparable) CaII this a wash in terms of excavation and backfill per design volume City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (20E 433-0179 FIELD DIRECTIVE 005 Date: 2/24/17 Project Name: APE Water Main & Sewer Replacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce Contract No.: 16-111 Work to be performed: The Contractor shall construct waterline in accordance with updated plan sheet included in this Field Directive. Updates include a revised waterline crossing location, a revision to the fittings to reduce the number of fittings required, and revising the pipe grade to miss utilities at the south side of Baker intersection. The Contractor shall also coordinate with Absher to determine tie-in location at —STA 5+51 and provide potholing data to the engineer. Reason for modification: Connection at STA 5+51 shifted to align with the developer tie-in location. This also reduces the number of planned connections and fittings. In addition, pipe grade was adjusted to avoid conflicts with existing utilities. Work under this Field Directive modification will be accomplished: ❑ On a unit price basis. o With work to start immediately. o With no change in contract completion date. Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: Approved by: Verified by: Contractor's Rep — Name Title City Construction Engineer City Construction Inspector Date 214 17 Date Date formsffed dhrective S112 anaoe.cana IVAaa Naranan 611116 I I I MATCHLINE 3+80 SEE SHEET 5 A IE=16.10 O O + N IE=15.50 O O 1E=15.0 + O O I5=14 00 + + IE=13.00 O O - 5 0 MATCHLINE 8.6............................ SEE SHEET 7 m v m VI a MATCHLINE 3+80 SEE SHEET "5 MATCHUN.E 8.60 SEE SHEET 7 3 o . 2 CITY OF TUKWILA = City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206) 433-0179 FIELD DIRECTIVE 006 To: Titan Earthwork Date: 2/28/17 Project Name: APE Water Main & Sewer Replacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce Contract No.: 16-111 Work to be performed: The Contractor shall construct waterline in accordance with updated plan sheets included in this Field Directive. Updates include a revised waterline crossing location, relocation of fire hydrant assemblies, and adjustment of pipe grades per revised sheets 7 and 8. Reason for modification: The connection at STA 9+04 included several bends to avoid an existing water crossing at STA 9+13. It was determined that maintaining the existing water crossing was not necessary, so the revision connects a straight waterline from the new water main to the existing 8" water line at the northwest corner of Baker Blvd and Andover Park East. This revision consequentially reduces the number of bends and fittings. In addition, fire hydrant assemblies are relocated to improve spacing of fire hydrants along Andover Park East. Lastly, pipe grades were adjusted to avoid conflicts with existing utilities as shown on revised plan sheets. Work under this Field Directive modification will be accomplished: ❑ On a unit price basis. ❑ With work to start immediately. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: Approved by: Verified by: Contractor's Rep — Name City Construction Engineer City Construction Inspector i mate Date Date p:ticlnslile!d directive 1,310040 andncrpohp 031 900# GA!loaalO PI MATCHLINE 8.60 SEE SHEET 6 555 9+10 O IE=12.50 O 0 IE 14.50 500 « 03 a`OJO MATCHLINE 8.60 SEE SHEET 6 ....,�_. L.. BAKER BOULEVARD CITY OF TUKWILA '0109 H3,5 030130tld '331na35 3 ALL VALVES TO BE OPERATED BY CITY OF TUKWILA STAFF. MATCHLINIE 12+80 MATCHL.VNE'. 17+30 13S 03M103N00 „tea 3Oo n, PL ,Jm o 'v ✓r r �.� CITY OF TUKWILA MACHLINE 12+0.0 SEE -SHEET7 7 CFI y MATCH tlN '17+30 SEE SHEET 9 0 o E E C00 City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone:.(206) 433-0179 FIELD DIRECTIVE 006A To: Titan Earthwork Date: 2/28/17 Project Name: APE Water Main & Sewer Replacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce Contract No.: 16-111 Work to be performed: The Contractor shall construct waterline in accordance with updated plan sheets included in this Field Directive. Updates include a revised waterline crossing location, relocation of fire hydrant assemblies, and adjustment of pipe grades per revised sheets 7 and 8. Reason for modification: The connection at STA 9+04 included several bends to avoid an existing water crossing at STA 9+13. It was determined that maintaining the existing water crossing was not necessary, so the revision connects a straight waterline from the new water main to the existing 8" water line at the northwest corner of Baker Blvd and Andover Park East. This revision consequentially reduces the number of bends and fittings. In addition, fire hydrant assemblies are relocated to improve spacing of fire hydrants along Andover Park East. Lastly, pipe grades were adjusted to avoid conflicts with existing utilities as shown on revised plan sheets. Work under this Field Directive modification will be accomplished: ❑ On a unit price basis. ❑ With work to start immediately. ❑ With no change in contract completion date. Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: Approved by: Verified by: Contractor's Rep — Name City Construction Engineer City Construction Inspector a -3f31te7 Date Date p:/Tcrsflle!d direciw 12andaa, aAROal!a plat O O O lichad Mama lll6 MATCHLINE 8.60 MATCHLINE 8.60 SEE SHEET 6 SEE SHEET STA 9+10 0 1,12.60 IE 1450 +, 1,16.50 MATCHLINE 12+60 SEE SHEET 8 MJ TCHUN SEE SHEET 8 CITY OF TUKWILA BAKER O0LEGARD •01A0 E13N 0301,1021.3 '301Aa35 3''.. ALL VALVES TO BE OPERATED BY CITY OF TUKWILA STAFF. U, 15,15112 anklme," taka....13C7A tlichad Maranan 0131:16 DZZ X -1 0 > -< co m > rT1 0° cl) 0 H o m 0 0 -0 X > M > m m z X ,t 0 m m tr. 6 CO MATCHLINE 12.60 SEE SHEET 7 lE=17.0 0 IE= 7° 0 17=170 MATCHLINE 17.30 SEE SHEET 9 13S 03P180A NO3 MATCHLINTE TH r tr;•-..stotT RA tr -", EVANS EILA CK CH 30 gt„.„ WEE SH5ET EI ID E 0 0= A 2 C 71 E 1 n A 771'-' rrIE7, 'PTI 2 CITY City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206) 433- 179 FIELD DIRECTIVE 007 To: Titan Earthwork Project Name: APE Water Main & Sewer Re Iacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce I Contract No.: 16-111 Work to be performed: The Contractor shall construct waterline in accordance with updated plan sheet 9 included in this Field Directive. Updates include revised waterline alignments and tie in geometry, relocation of fire hydrant assembly, and adjustment of pipe grades as shown on the attached plan sheet. This FD also makes slight changes to sheet 8 from FD #6 which should be modified with this plan. Reason for modification: After start of construction, utilities were discovered that conflicted with the water line layout provided in the original contract plans. These water line adjustments revised the horizontal and vertical water line layout to avoid conflicts with the existing utilities. Work under this Field Directive modification will be accomplished: o On a unit price basis for most items and materials cost reimbursement for field lock gaskets between Sta 15+00 and Sta 16+50. o With work to start immediately. o With changes in contract completion date to be evaluated by Time Impact Analysis. Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: Contractor's Rep — Name Approved by: City Construction Engineer Verified by: City Construction inspector D to 3/i ;f7 Date Date p:iiormsiiield dvre kbadFano 0011 15115112 andowr O.e waiedodbAmisv15413 sswa dve+ M ATC HLI,N ,, E,,,;a2 e;86 SEE SN EET 7 W IE,17.i1 O O O MATCHiLIHIE 17c3O SEE SHEET 9 k+A /4 SLRdi? SEE SHEET 9 oaf �a ^� rT CITY OF TIJKWILA dovz,park C wamnw,m,n i3 u.ae.,, uiUsa!Amman MATCHLINE 1'..30 1 i41! R LI P1.1 'W "f R IN:a „A; . . r„) to'tYN rotAA A Ar O,47o' 1"'„ ssAu. ,f" slA,o any ess' ;T: 1017) 17-1' 111111,111f CRO , 111114'14 t, t tt! '"ttftb !t!' 0!! VIttt, ff4 4, 1 CY3 imiet • „„..„.„„, J11,1'1,1,111. fttt,t;,t ,„ ttt tt!„/,) —ttZttt .c,t7t! -11Cr , ipop,,r" ;J; •••• (33 nip 1114 411:;;; „ C,11) i 0 \,, it ,,,' •,,,,ci ,,,,,,•i--. , (1) -1•1',;":11-re ,„•„„,„ '14,1•11, Cr tr1'1: 0 -1 0 M coz ri'-- z 0 0 n < E) 1j 0 z .. . > ...-1 oMMM 0 0 0 > z 0 X --I • > m -i I- - 0 0 G) 0 ., r-,--- -i r71-1 - rn 0 z =1° , ,c o - -- 3 - < z 0 < > z v) 0 (3.) rri I) r- m z • 70 • < 0 > > r- u) -13 > c 0 --1 -a c --o- > rn r- 0-) 0 rn 16" D.I. 23 MIN. CLEAR MIN. COVER O 0 < o m x • > m m 0 0 73 Z M 0 mom .04 N.) ff11 r,r,1 (1\ „ "Imp. Cf:") ",••• frgff rrrrfir, 4,71, 0 1, 11441 t 'ft: 411f f,, rr,"10 rib , -" ,f1.• 1'41011 004, % 114 4 41 01 PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricin CCoommpilec CONTRACT WITH: Cit of Tukwila Date Work Performer WORK DESCRIPTION: Work associated with deleting the 2" water service at STA 16+35 RT pet Mike Ronda email dated 4/13/17. TITAN had already sawcut and procured materials prior to receiving notice that this service had been deleted, Superintendent time added for layout and time working with sawcutter. LABOR COST CLASSIFICATION PM / SUPER (Fixed) EQUIPMENT COSTS DESCRIPTION / CLASSIFICAT ON REG. 1.00 HOURS O.T. Double T Is REG. 95.00 RATE / HR OT 1.5 DbI OT 4/20/2017 TOTAL LABOR COST Change or Issue Tracking #: CE-011 Added Contract Days Requested: HOURS CRG RATE UTILIZED 1 ' STANDBYS UTILIZED STANDBY, TOTAL COST TOTAL COST 95.00 F-350 Truck, Mid -level (light customization & equipped) 1.00 $ 30.14 $ 30.14 TOTAL EQUIPMENT COST $ MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL 30.14 DESCRIPTION Cost to ship and restock 2" water service material Sawcutting - Asphalt Sawcutting - Curb Cuts Sawcutting - Slurry Barrel QTY: 1.00 56.00 2.00 1,00 UNITS: LS FT EA EA $/UNIT: $ 428.45 $ COST 428.45 $ 1.50 $ 84.00 $ 25.00 $ 50,00 $ 17.10 $ 17.10 TOTAL MATERIALS, RENTAL AND DISPOSAL $ 579.55 DESCRIPTION DIRECT SUBCONTRACTORS / OTHER QUANTITY UNIT PRICE TOTAL COST TOTAL SUBCONTRACTOR COST $ DIRECT REIMBURSEMENT ADDITIONS / CREDITS DESCRIPTION I QUANTITY TOTAL COST TOTAL OTHER COST $ LABOR - TOTAL DIRECT COST LABOR MARKUP EQUIPMENT - TOTAL DIRECT COST EQUIPMENT MARKUP MATERIALS/DISPOSAL - TOTAL DIRECT COST USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) MATERIALS/DISPOSAL/SERVICES MARK UP SUBCONTRACTOR/OTHER - TOTAL DIRECT COST SUBCONTRACTOR/OTHER MARKUP DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) GRAND TOTAL 95.00 29.0% 27.55 30.14 21.0% 6.33 579,55 0.0% 21.0% 121.71 12,0 From: Chris Pierce Sent: Monday, April 17, 2017 4:21 PM To: Katrina Walker; Mel White Subject: FW: Water Configuration Questions Attachments: AirVac Location - TukPkwySW.pdf Katrina, We need to collect via EWO the following items associated with the deleted work as highlighted in the below email from Mike Ronda in yellow. You can print this email as backup when you send it. Here are the items we need to collect with this change. • <1> hour for superintendent (Bill Gill) and truck for layout associated with sawcutting. • Approximately 80 LF of sawcutting in asphalt. Mel will measure and let you know what the actual footage is. • We aren't sure if we did curb cuts and sidewalk sawcutting associated with this service, but Mel is going to confirm tonight. If he finds that we did this, you will need to add these costs to what we are collecting. • Restock associated with water service materials that we now no longer need. I will cc you with an email to Benno regarding this matter. Let me know if you have any questions. Probably good to create a holder spot on your issue log— or do whatever you would normally do to make sure this issue doesn't fall off the radar. Thanks. Chris Pierce 1585 Valentine Ave SE • Pacific • WA • 98047 253-720-0523 (M) 253-863-0928 (F) From: Mike Ronda [mailto:Mike.Ronda@TukwilaWA.govj Sent: Thursday, April 13, 2017 4:11 PM To: Chris Pierce <Chris.pierce2titanearth.com> Cc: Mel White <mel.white(a?titanearth.com>; Tvron.Bardwell@aecom.com; jeffrev.vaughn@aecom.com; Bryan Still <Brvan.Still@TukwilaWA.gov> Subject: Re: Water Configuration Questions Chris, More info is coming in on various water items: • Our Fire Martial was able to find a set of as-builts for the fire service at Video Only and it seems to indicate that they are 10" Cast Iron all the way to the building. If we are to believe the as -built (and it seems consistent with what we have seen so far in the field) the PIV should be an MJ. You should still pothole to confirm but it sounds like they didn't reduce to an 8" system until they got inside the building on this one. • I am also confirming with this email that the service we have showing for Sta 16+35 RT is in error. There is no service connection at this location and this service tap and 2" run can be deleted from the contract. If you would like to itemize the sawcutting and other items associated with this install that have been completed to date and send them our way we can pay them off Force Account for Unexpected Site Changes. • It also appears that the 2" service shown on the plans at Sta 17+20 RT is actually a 1.5" service at the meter. There appears to be very little difference between these two unit price items and it sounds like you already have the 2" tap on hand so you can perform the work of a 2" service all the way to the meter setter and just transition to the 1.5" size at the setter. You will need to get a new setter and if there are any restocking fees for materials you already have on hand send that our way and we will pick it up under FA as well. • I talked to Mel a few minutes ago on the scheduling for the taps and it now sounds like you are going to try to get these in tonight. That would be great. I believe Bryan is going to take Evans Black down early this evening and leave it off until the morning crew comes in around 5:00 am to bring everything back on line. If we can open all the valves on the new system through Tukwila Parkway at that time it would restore our service loops before we walk away for the weekend. • I've also confirmed a specific location for the air/vac on the SW corner of APE/Tukwila Parkway. We want to try to squeeze it in between the communications vault lid, the existing fire hydrant and a tree that are just off the edge of the previous ADA ramp sidewalk modifications. It should only blow up one 5' panel of sidewalk and about a 10'- 12' section of curb. I've attached a sketch that shows what we are thinking. It should be pretty obvious where it needs to go when they look at what is there but if you need more guidance I can either put some paint down or talk through the location with Mel or Jeff. We have a good sized COMM vault there but we should be shallow with the vent line and should be over it. This may also call for some careful digging around PSE lines that may be under the sidewalk (I haven't seen any locate marks in this area in awhile). We need to be at least 4' away from the hydrant with the vault and vent line but if we crowd the tree a little we should be able to make this work. Thanks for staying on top of these details. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.Ronda(@tukwilawa.gov I www.tukwilawa.gov **NEW EMAIL ADDRESS AND WEB ADDRESS!** MEN NOS ON OMMIN womm»>l�l��oli / t( TU. aiiiiiiiii11f11„ PA C7 Evergreen Concrete Cutting, Inc P.O. BOX 1751 Sumner, WA 98390 800-480-1494 BILL TO sob Invoice EVERGREEN CONCRETE CUTTING, INC. Titan Earthwork, LLC 1585 Valentine Ave SE Pacific, WA 98047 Baker Blvd & Andover Pk E Tukwila Job# 1620 Federal Taxi") (EIN) 91-1671410 P.O. NO. TERMS Contractor's Registration: EVERGCC945CP N/A Net 30 DATE DESCRIPTION QTY/FT RATE/FT AMOUNT 04/03/2017 1035' x 6" Asphalt Cutting 1,035 I 1.50 1,552.50 10' x 6" Concrete Slab 10 3.00 30.00 7) Curb Cuts 7 25.00 175.00 3 Slurry Barrel Removed 3 75.00 225.00 56 x1.5 = 84.00 2x25=50.00 1,552.50 30.00 134.00 175.00 Slurry 17.10 1,757.50 151.10 134.00 1,757.50 7.6% x 225.00 17.10 Receii APR . 7 TITAN Earthw ed ;'f.; irk, LLC We look forward to working with you again. Total $1,982.50 If this account is in default and is assigned to a collection agency for collection, then (Customer) shall be liable for any and all costs associated with the collection process. If legal action is commenced, then Washington law shall apply, (Merchant) may place venue in the Superior Court of Pierce County, Washington and the prevailing party shall be awarded its taxable costs and reasonable attorney fees. Consolidated Supply Co„ ** Quotation ** Send P/o To: CONSOLIDATED SUPPLY CO - PUYALLUP 2203 INTER AVE SUITE A Phd To: TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC, WA 98047 Phone #$ : 206-325-3004 Bid #: S8204710 Page ## : 1 Phone # : 253-848-9337 Ship To: TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK EAST & STRANDER BLVD CITY OF TUKWILA TUKWILA, WA 98108 JOB: ANDOVER PARK EAST Bid-Date—Expr-Date—Writer Salesperson -Ship Via 04/19/17 01/23/17 Benno Ferrier Puyall Benno Ferrier Puyallu OT OUR TRUCK Quantity Description WATER SERVICE -lea ROMA"`,202S-18.90X2" IPT 16"X2" DBL SS oTRAP SADDLE 17.40-18.90 ** Origi`.1 Sale : S8092894.003 ** ** Cus PO DOVER PARK EAST ** - lea LL B2969N 2"'r°IP X MIP BALL CORP STOP MUELLER L LEAD ** Original Sale : S8142880.001 ** ** Cus PO: arrival'„ fac ** -lea LL H15451N 2" 110CM FIP ADPTR MUELLER LOW LEAD ** Original Sale : S814`''-80.001 ** ** Cus PO: arrivals fac * -100' 2"X100' CTS 250 PSI POLY BL:,;K TUBING, CENFLO 4710 SDR9 CTS (previously 200 PSI) ** Original Sale : S8092894.0 ** Cus PO: ANDOVER PARK EA S" ** - 2ea LL H15428N 2" 110CTS X MH ADPTR MUELLER LOW LEAD ** Original Sale : S'"':87323.001 ** ** Cus PO: brass pc,;. is ** - 2ea 506141 2" CTS POT :+'E SS LINER 1.599"-1.659" MUELLER ** Original ;':ale : S8092894.003 ** ** Cus PO: DOVER PARK EAST ** -lea LL B2423'! 2"X12" METER YOLK W/ L/W BALL V;.:,::NES IN AND OUT, BYPASS VALVIT.', FIP IN AND OUT LOW LEAD *5;-°:cial - Subject to Restock Fee* Original Sale : S8092894.005 ** Unit Price Ext Price 139.170ea - 39.17 205.1:'ea -205.13 72.571ea -72.57 1.185ft -118.50 56.973ea 6.545EA 943.899 - 113.95 -13.09 - 943.90 *** Continued on Next Page ** Quotation ** Bid #: S8204710 Page #: 2 Quantity Description TITAN EARTHWORK LLC Unit Price Ext Price ** Cus PO: ANDOVER PARK EAST ** 1MC RESTOCKING CHARGE 15% 1MC ATRUCKING TIME 1.5 HOURS OF TRUCK TIME @ $125/HR 240.946LT 187.500ea 240.95 187.50 Bid Total Bid Amount - 1177.86 - 1177.86 16-111(i) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 09 DATE: 03-30-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change formalizes additional work to incorporate rubber riser sections into various Manhole and Catch Basin ww castings_throuhout the roject. See Attached"" Exhibit Afor detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 4/4/18 By Original Contract (withdai tax) Previous Change Orders This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title Project Engineer $ 3,504,684.14 r'/ APPROVED BY THE CITY OF TUKWILA $ 289,178.39 ' Date (a. $ 1,833.08 $ 3,795,695.61 Previous Contract Time: 197 Additional Contract Time for this Change Order: 0 Wpddated Contract Time: 197 BY //-_ Mayor City Engineer IGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order formalizes and compensates for all work involved with providing rubber riser sections on various MH and CB castings throughout the project as shown in Field Directive #10 (and as modified). The objective is to incorporate shock absorbing riser sections on all storm and sewer castings within the potential wheel path of active traffic where such castings are going to be adjusted to final grade as part of the original project scope. Any additional effort outside of the scope of the original work is to be tracked by separate Force Account. The field inspector will provide any determination or assessment of addional work as restoration progresses and as it is brought to his attention. We are not anticipating any additional cost for installation outside of the original scope of work. Any extra or unsued materials are to be returned to CoT Operations and Maintenance. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. The specific materials used for these adjustments are to be as manufactured by Infra -Riser or equal. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as otherwise approved by the Engineer. MEASUREMENT AND PAYMENT The cost for the change order was calculated based on material invoice from the supplier (plus prime contractor markup). All work required by this change order will be paid under two new lump sum bid items added to the Sanitary Sewer and Storm Drains Schedules. These lump sum payments include all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project. The added work results in a net increase in project costs of $1,833.08, with $857.59 charged to the Sanitary Sewer Schedule and $975.49 charged to the Storm Drains Schedule. CONTRACT TIME Contract time shall not be extended as a result of this change order. sated Tin Z abed xsjx•So1 saasij aaggnH (siCap) loadwi awil sAep p :}oadwI awil 0 0 0 N waols - sJasw Jaggnu r 0 :P. CO 0 0 0 camas - saas!J JaggnJ -CO 0 01 0 Andover Park E Water Main and Sewer Replacements uasib isaan21 60#OJ PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricin. Com. iled:. 4/21/2017 CONTRACT WITH: City of Tukwila Date Work Performed: WORK DESCRIPTION: 20 each 1-1/2" circular rubber risers and 6 each 1" rectangular rubber risers, 4/20/17 and attached Consolidated Suppy quote. per T attached email from Mike Ronda dated Change or Issue Tracking #: CE-012 Added Contract Days Requested: LABOR, COST REG. HOURS O.T. Double REG. RATE / HR OT 1.5 Dbl OT TOTAL COST CLASSIFICATION TOTAL LABOR COST $ - EQUIPMENT COSTS HOURSCRG UTILIZEDT' STANDBY ` UTILIZED RATE STANDBY I TOTAL a COST DESCRIPTION / CLASSIFICAT ON TOTAL EQUIPMENT COST $ - MATERIAL,`RENTAL'DISPOSAL, AND SERVICES � $/UNIT: TOTAL ...... ...W.�-. DESCRIPTION QTY: UNITS: COST Consolidated Supply Quote S8208885 1.00 LS $ 1 514 94 $ 1,514.94 TOTAL MATERIALS, RENTAL AND DISPOSAL $ 1,514.94 DIRECT SUBCONTRACTORS / OTHER ! UNIT PRICE TOTAL COST DESCRIPTION QUANTITY UNITS TOTAL SUBCONTRACTOR COST FUNIT PRICE $ - TOTAL DIRECT REIMBURSEMENT ADDITIONS / CREDITS QUANTITY I UNITS DESCRIPTION COST i $ - TOTAL OTHER COST $ LABOR - TOTAL DIRECT COST LABOR MARKUP EQUIPMENT - TOTAL DIRECT COST EQUIPMENT MARKUP MATERIALS/DISPOSAL - TOTAL DIRECT COST USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) MATERIALS/DISPOSAL/SERVICES MARK UP SUBCONTRACTOR/OTHER - TOTAL DIRECT COST SUBCONTRACTOR/OTHER MARKUP DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) 29.0% 21.0% 0.0% 21.0% 12.0 % 1.0% $ - $ - $ - $ - $ 1,514 94 $ - $ 318.14 $ - $ - GRAND TOTAL $ 1,833.08 975.49 to Storm 857.59 to Sewer Consolidated Supply Co., ** Quotation ** Send P/O To: CONSOLIDATED SUPPLY CO - PUYALLUP 2203 INTER AVE SUITE A Bid To: TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC, WA 98047 Phone # : 206-325-3004 Bid #: S8208885 Page #: 1 Phone # : 253-848-9337 Ship To: TITAN EARTHWORKS LLC/MAIN 13806 16TH ST E SUMNER, WA 98390 JOB: INFRARISERS Bid-Date—Expr-Date—Writer Salesperson — ..........................Ship Via 04/21/17 05/21/17 Benno Ferrier Puyall Benno Ferrier Puyallu Quantity Description 20ea EJIW 1-1/2" INFRA -RISER CIRCULAR FLAT RECYCLED RUBBER MANHOLE GRADE RING 6ea EJIW 1" INFRA -RISER, RECTANGULAR FLAT RECYCLED RUBBER CATCH BASIN GRADE RING IR2424F0100F Unit Price Ext Price 8 to Storm 12 to Sewer 59.063ea 55.613ea All 6 to Storm Bid Total Bid Amount 1181.26 333.68 1514.94 1514.94 Katrina Walker From: Chris Pierce Sent: Friday, April 21, 2017 9:29 AM To: Mike Ronda; Mel White Cc: Katrina Walker; Michael Cusick; 'Tyron.Bardwell@aecom.com'; Jeffrey.vaughn@aecom.com'; Shinsato, Jamie (Jamie.Shinsato@aecom.com); Scott Bates; Jeff Heglund; Scott Mitchell Subject: RE: J-Box Count and Rubber CB/MH Riser Specifics Attachments: FW: Bid S8208885 PO# INFRARISERS Mike, Please see attached regarding rubber risers. It sounds like the round risers that are only 1" tall are not available and you will have to pay a bit more for the 1-1/2". This pricing does not include our markup. If you decide that you want to move forward with the 1-1/2" risers, I will ask Katrina to put a change estimate together for official submission. Regarding the meter and j-boxes; I am really concerned about getting this ironed out in time. Again, Highmark is pouring on Monday and I am not having much luck rounding up the Slip -Knot boxes/lids. I am waiting on Oldcastle to get back to me, and if they don't have them on hand locally, we are going to have some big decisions to make because all the other manufacturers do not keep an inventory of this type. Historically, Oldcastle takes a painfully long time to respond to inquiries of this type. If there is some kind of field applied "slip resistant coating" available, I need to know the make/model/brand etc ASAP. Whoever you are waiting on to answer these questions really needs to understand how this information is potentially affecting the schedule. Procurement, shipping and installation is already going to be difficult to pull off in time if it isn't already too late. Chris Pierce 1585 Valentine Ave SE Pacific • WA 98047 253-720-0523 (M) 253-863-0928 (F) From: Mike Ronda [mailto:Mike.Ronda@TukwilaWA.gov] Sent: Thursday, April 20, 2017 6:06 PM To: Chris Pierce <chris.pierce@titanearth.com>; Mel White <mel.white@titanearth.com> Cc: Katrina Walker <katrina.walker@titanearth.com>; Michael Cusick <Michael.Cusick@TukwilaWA.gov>; 'Tyron.Bardwell@aecom.com'<Tyron.Bardwell@aecom.com>;'jeffrey.vaughn@aecom.com' <jeffrey.vaughn@aecom.com>; Shinsato, Jamie (Jamie.Shinsato@aecom.com) <Jamie.Shinsato@aecom.com>; Scott Bates <Scott.Bates@TukwilaWA.gov>; Jeff Heglund <Jeff.Heglund@TukwilaWA.gov>; Scott Mitchell <Scott.Mitchell@TukwilaWA.gov> Subject: J-Box Count and Rubber CB/MH Riser Specifics Chris, It took a while to pull together the specifics but attached are my notes for the type/size and location of the drainage/sewer structures that we would like you to add the 1" rubber riser to and the J-boxes that need to be addressed with some type of ADA compliant lid. 1 The Rubber Riser count is at 19 MH's and 5 CB's but it's possible I missed a couple. I would like pricing and availability for 20 MH rings and material for 6 CB risers (my understanding is that these need to be built in the field using strips of the rubber material). Assuming these are pretty close to our $50 each number we were kicking around last week lets get these on order. If we have any extras we will pay you for them and take them into inventory at the end of the job. For the J-box lids, I made the following determinations. Most of the lids that are in disturbed sidewalk (outside of the ADA ramps) are outside of the normally traveled walking path and don't require the same level of slip resistance as the ones in the ramps down at Strander. I still have internal resources looking for a product that will meet all needs but in the meantime I have differentiated the "critical boxes" from the other boxes that aren't as critical to help you determine your scope. The ones that I think will require a SlipNot type equivalent I have labeled "ADA Coating". For the others, I am just calling them "Slip Resistant". If we can find all the boxes readily available and at a reasonable cost these may both have the same coating. If not the slip resistant designation can be a lesser grade coating system. We are using the SDOT criteria for level of slip resistance required (0.8 for ADA and 0.6 for other accessible lids). The products we have been finding on the open market seem to have no problem meeting either of these friction coefficients so I am hopeful that we can find something that can be used for everything. In general, my review found that there are several grades of boxes out there and several of the newer FO/COMM boxes already meet the slip resistant standard. These can be reused and adjusted to the new sidewalk grade without procuring a new box. For the others we need to procure new boxes and/or find a coating solution that works for the specific installation. If a box is not in either a sidewalk or any other walking path we can just reuse the existing box and adjust to final grades (this happens just off the edge of our ADA ramps and other sidewalk removals in a few places). For the larger TS (Traffic Signal) box (the 30x44) we would like a new box that has a split lid. I believe DOT calls these a Type 8 box. All new boxes should have a locking lid. I'd like a cut sheet for what you can find at the 22x33 size. The other item I found is that the Tukwila Logo already has a slip resistant pattern and I don't think we need anything special for these (other than the new lid). One of these already has the Tukwila Logo cover on it and we can just reuse it. Other odds and ends from my investigation included at least one lid that is labeled Drain but is on one of the new sewer MH's and a couple of new MH lids that have the City of Kent logo on them. I'm sure you already know this but we will need to pay special attention to getting the right lid on the right structures when we make the final adjustments. Please use this information to try to procure appropriate materials and let me know if you hit any snags. I am hopeful that the rest of the team can give you some additional guidance on the coating options tomorrow but if not please check with your suppliers and see what is available using the information previously provided. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 2 City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433-0179 FIELD DIRECTIVE 010 To: Titan Earthwork Attn: Chris Pierce Date: 5/5/17 Project Name: APE Water Main & Sewer Replacements Project No.: 999 401 03 & 914 402 04 Contract No.: 16-111 Work to be performed: The Contractor shall install rubber risers as shown in the listed exhibit included in this Field Directive. Materials shall be EJ Infra -Riser or approved equal. Reason for modification: The City's maintenance department requested that rubber risers be added to the existing drainage structures to reduce long-term maintenance costs. Work under this Field Directive modification will be accomplished: On a unit price basis of $73/EA per riser. The cost proposal of $60/EA x 21 % material markup = $73.00 is accepted and will be compensated through future Change Order. 23 With work to start immediately. With no change in contract completion date. Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: Contractor's Rep — Name liJ Approved by: Verified by: 5j z /) -7 Date 5:'1 0.' For: City Construction Engineer Date City Construction Inspector Date p:?formsHield directive Field Directive #10: Rubber Risers No. Approx. Location STA Rectangle 24''x18" Structure 20x24" Type 25" Diam 1 Manhole 26'' Diam 281' Diam 1 gm lir 4 -0+55 -0+4ORT -0+4ORT 5 6 7 8 9 10 1 12 13 14 15 16 18 19 20 21 13+75RT 22 23 13+90LT 14+10RT 24 25 14+2ORT 18+10RT ' 26 20+7ORT ij cto,;7:11,.,fi f 16-111(h) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 08 DATE: 03-28-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 (°. PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This chap a formalizes additional work to identify and dispose of contaminated soils associated with the project. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 4/4/18 L./By 7 ' Title Original Contract (withoaf tax) Previous Change Orders This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Project Engineer $ 3,504,684.14 F $ 274,595.89 $ 14,582.50 $ 3,793,862.53 .F Previous Contract Time: 197 Additional Contract Time for this Change Order: 0 Updated Contract Time: 197 APPROVED BY THE CITY OF TUKWILA Date �R By Mayor City Engineer ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File �' r , / /1" 11( (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order formalizes and compensates for all work involved with investigation and disposal of contaminated soils from the project site. The material disposed was found in three different stockpiles; on the project site, at Titan's yard and at the disposal location at Washington Rock's facility near Puyallup. Contaminated material stockpiles from each location were hauled to a qualified disposal facility consistent with the specific disposal requirements from the tests performed at each location. This change order is intended to capture all of the costs for appropriate disposal in all cases. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as otherwise approved by the Engineer. MEASUREMENT AND PAYMENT Because total impacts to the project were difficult to determine, both parties relied on best available disposal cost estimates as the basis to negotiate a cost to cover all work to dispose of the contaminated material discovered on the project. This negotiated settlement includes any impact for reduced productivity of other work or inconvenience of working around the contaminated materials while an appropriate disposal location was determined. All work required by this change order will be paid by a new item, "Contaminated Soils Disposal", per lump sum added to the Roadway Schedule. The lump sum item includes all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project. By signing this change order, all parties agree that all additional work related to contaminated material are compensated through this change order and all issues regarding contaminated material are closed. The added work results in a net increase in project costs of $14,582.50. CONTRACT TIME Contract time shall not be extended as a result of this change order. s@Oed Z 40 abed xspeDol silos paleuawquoj (s/Cep) }oedwi awll loedwl mug oN s,Cep 0 :ioedwi awil 0 O Contaminated Soils Disposal Z CD CD 3 cn O CD cn n 0 A CD C) 0 cn Andover Park E Water Main and Sewer Replacements Hos palruiiueluoJ 80#OD PROJECT: Andover Park East Water Main and Sewer Replacements Date Pricing Compiled: 5/30/2017 CONTRACT WITH: City of Tukwila Date Work Performed: nla WORK DESCRIPTION: The price below is for bid item G6 costs associated with contaminated soil storage, stockpile management, additional hauling inefficiencies and disposal costs from multiple locations to WA Rock. This price also reflects TITAN absorbing the additional costs associated with the change to the plan provided paving section with ATB/HMA lifts changing from 5"/3" to 4"/2"/2" (see attached email), The balance of this credit as issued by Icon is captured via CE-016 which will be provided separately, See attached email between Chris (TITAN) and Mike (City of Tukwila) accepting the below price and agreement. Revised to credit back <2> side dump loads of contaminated soils and trucking from WA Rock to Monster Road in Renton. Change or Issue Tracking #: CE-015 Added Contract Days Requested: TBD LABOR COST HOURS' RATE / HR TOTAL CLASSIFICATION REG. O.T. Double T REG. OT 15 Dbl OT COST I I 1 TOTAL LABOR COST1 '• EQUIPMENT COSTS HOURS CRG RATETOTAL DESCRIPTION'/ CLASSIFICATION UTILIZEDSTANDBY' UTILIZED STANDBYCOST TOTAL EQUIPMENT COST MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION QTY: UNITS: $/UNIT: COST soils (originally agreed upon amount)15,000.00 Dont mlmated D spgsadl 54 00 mITm � TN W $15.045.00 l 1 1 $ (2 430 00), $ - TOTAL MATERIALS, RENTAL AND DISPOSAL $ 12,570.00 DIRECT SUBCONTRACTORS'/OTHER' TOTAL DESCRIPTION QUANTITY UNITS UNIT PRICE 0,00_ COST T mq fr A Rock to�Black River W... __ 4.00 � HR,,,,,, � $ 1 ..............___ ..,,ruck.........°m TOTAL SUBCONTRACTOR COST $ (560.00) TOTAL DIRECT REIMBURSEMENT ADDITIONS /'CREDITS DESCRIPTION : (QUANTITY_ 1 UNITS uNIT PRICE( COST I TOTAL OTHER COST $ - LABOR - TOTAL DIRECT COST ...............� I LABOR MARKUP 29.0% 21.0% 0.0% 21 0% 12.0% $ - $ - EQUIPMENT - TOTAL DIRECT COST $ - EQUIPMENTMARKUP $ - MATERIALS/DISPOSAL - TOTAL DIRECT COST USE/SALES TAX ON PERMANENT MATERIALS (if not identified above) $ 12,570.00 $ - MATERIALS/DISPOSAL/SERVICES MARK UP $ 2,639.70 SUBCONTRACTOR/OTHER - TOTAL DIRECT COST SUBCONTRACTOR/OTHER MARKUP ........._. /OT $ (560.00), $ (67.20), DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST $ I DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/eta) 1 0% I $ I GRAND TOTAL $ 14„582I.50 May 4, 2017 Titan Earthworks Subject: Contaminated Soil Two side dump loads @ 27 tons per load is 54 tons which did not need to be disposed of @ black river's per ton price of $45. One way haul from WA Rock to Black River estimated at 2 hours. Regional Disposal Company (RDC) is pleased to offer the following disposal rate: FOB Roosevelt Regional Landfill BID SPECIFICATIONS. Material type: Contaminated soil Site: Black River Tonnage 500 Tons PRICING Disposal Contaminated soil from your job site In Tukwila delivered to Black River transfer station will be charged at a rate of $45.00 per ton. EXPIRATION DATE December 31, 2017 APPLICABLE TAXES (Does not apply if used as daily cover) PAYMENT TERMS Net 30-day basis. SPECIAL MATERIAL ACCEPTABILITY Material must meet Washington State Department of Ecology regulations for "Non - Dangerous" Wastes in order to be approved. DOCUMENTATION Prior to delivery of material, RDC requires that an authorized individual execute all documentation on behalf of the client. Documentation shall include a master service agreement along with a bill of lading or waste information sheet or both. Thank you for the opportunity to submit this quote. If we can provide any additional infoiiiiation or assistance, please contact us at (206) 652-8893. Sincerely, REGIONAL DISPOSAL COMPANY Teresa Dillashaw Special Waste Sales RE: Tukwila APE Soil Sampling Results (Curb/gutter repair stockpile and WA Rock Stockpile) Chris Pierce <chris.pierce@titanearth.com> Wed 7/12/2017 4:23 PM To:Mike Ronda <Mike.Ronda@TukwilaWA.gov>; Ryan <ryan@wa-rock.com>; Dale Mortensen <dale@wa-rock.com>; Dispatch <Dispatch@wa-rock.com>; Edgar <edgar@wa-rock.com>; Gary Hamilton <gary@wa-rock.com>; Greg <greg@wa-rock.com>; Harry Hart <harry@wa-rock.com>; Jake Walls <jake@wa-rock.com>; Jon Hart <jon@wa- rock.com>; Nikki Rogers <Nikki@wa-rock.com>; Sam Martinson <sam@wa-rock.com>; Tim <tim@wa-rock.corn>; Cc:'Tyron.Bardwell@aecom.com' <Tyron.Bardwell@aecom.com>; Katrina Walker<katrina.walker@titanearth.com>; Raubvogel, David <david.raubvogel@aecom.com>; Thank you Tukwila team for following through with this matter to get things closed out with what I see to be no further action required by TITAN regarding these two suspect loads. Ryan (WA Rock)... )... to be clear, please confirm that TITAN has no further action required from us as it relates to any soils hauled to your facility from this project. We also really appreciate your patience while this all worked out. Chris Pierce 1585 Valentine Ave. SE • Pacific, WA 98047 253-720-0523 (M) 888-325-3004 (F) From: Mike Ronda[mailto:Mike.Ronda@TukwilaWA.gov] Sent: Wednesday, July 12, 2017 3:53 PM To: Ryan <ryan@wa-rock.com>; Chris Pierce <chris.pierce@titanearth.com>; Dale Mortensen <dale@wa- rock.com>; Dispatch <Dispatch@wa-rock.com>; Edgar <edgar@wa-rock.com>; Gary Hamilton <gary@wa- rock.com>; Greg <greg@wa-rock.com>; Harry Hart <harry@wa-rock.com>; Jake Walls <jake@wa-rock.com>; Jon Hart <jon@wa-rock.com>; Nikki Rogers <Nikki@wa-rock.com>; Sam Martinson <sam@wa-rock.com>; Tim <tim@wa-rock.com> Cc: 'Tyron.Bardwell@aecom.com' <Tyron.Bardwell@aecom.com>; Katrina Walker <katrina.walker@titanearth.com>; Raubvogel, David <david.raubvogel@aecom.com> Subject: Re: Tukwila APE Soil Sampling Results (Curb/gutter repair stockpile and WA Rock Stockpile) Thanks Ryan, MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.Ronda@tukwilawa.goy I www.tubwilawa.gov **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. From: Ryan <ryan(ywa-rock.com> Sent: Wednesday, July 12, 2017 3:49 PM To: Mike Ronda; Chris Pierce; Dale Mortensen; Dispatch; Edgar; Gary Hamilton; Greg; Harry Hart; Jake Walls; Jon Hart; Nikki Rogers; Ryan; Sam Martinson; Tim Cc: 'Tyron.Bardwell@aecom.com'; Katrina Walker; Raubvogel, David Subject: RE: Tukwila APE Soil Sampling Results (Curb/gutter repair stockpile and WA Rock Stockpile) I believe we have the evidence required to push it in. Thanks for all your help everyone 0 From: Mike Ronda[mailto:Mike.Ronda@TukwilaWA.gov) Sent: Wednesday, July 12, 2017 12:43 PM To: Chris Pierce <chris.pierce@titanearth.com> Cc: 'Tyron.Bardwell@aecom.com' <Tvron.Bardwell aecom.com>; Katrina Walker <katrina.walker@titanearth.com>; Ryan <ryan@wa-rock.com>; Raubvogel, David <david.raubvogel(caecom.com> Subject: Fw: Tukwila APE Soil Sampling Results (Curb/gutter repair stockpile and WA Rock Stockpile) Chris, Here is the most recent data we received from the samples we took at the hotel and WA Rock (on the latest stockpile tagged 3420612). From our test it appears that the WA Rock sample has nothing of concern that would keep WA Rock from plowing it in and leaving it in place although we now have numbers for the metals that we never had before. Ryan should confirm that this test meets his needs before incorporating these into his spoils pile but the metals look to be trace amounts that are well within cleanup limits. For the hotel pile, we are getting much lower numbers on this test than we did previously although we still see trace amounts of diesel and heavy oils. We are also picking up metals with this test which look low to me. I think the safest bet is that if we can actually get an approved disposal profile from Republic we can haul this material to them for disposal and we are done. If we have some problem getting Republic to take such a small volume it might be a good idea to have a backup disposal site at WA Rock. Unfortunately, this also reopens the issue of disposal cost that we already had negotiated with the expectation that this material was going to need to go to Republic. Once we figure out our disposal method we will need to discuss that a little more to finalize the compensation. MER Michael Ronda Project Manager - Construction I City of Tulzwila 6300 Southcenter Blvd #212 I Tulzwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Milze.Ronda@tulzwilawwc oy I www.tulzwilawa..aov **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. From: Raubvogel, David <david.raubvo el aecom.com> Sent: Tuesday, July 11, 2017 3:14 PM To: Mike Ronda; Bardwell, Tyron Subject: FW: Tukwila APE Soil Sampling Results (Curb/gutter repair stockpile and WA Rock Stockpile) Mike: The results of the soil samples from the curb and gutter related stockpile and the stockpile at WA Rocks are attached along with a summary table and photgraphs of the WA Rock sample location. Please confirm that we are authorize to send the new data to Republic Services / Dana Hopper? Thanks David Raubvogel, LHG, PG Senior Geologist D 206-438-2284 C 206-321-4111 David.Raubvogel(cr�aecom.com AECOM 1111 3rd Avenue, Suite 1600 Seattle, WA 98101, USA T +206-438-2700 aecom.com Built to deliver a better world Linkedln Twitter Facebook Instagram From: Panteleeff, Lucy Sent: Tuesday, July 11, 2017 3:07 PM To: Raubvogel, David Subject: Tukwila APE Hi David, Attached is the updated table for Tukwila APE and the two associated reports. Lucy Panteleeff Staff Chemist Environment - Pacific Northwest D 1-206-438-2277 lucy.oanteleeff@aecom.com AECOM 1111 3rd Avenue, Suite 1600 Seattle, WA 98101, USA T +206-438-2700 aecom.com RE: APE Issues Chris Pierce <chris.pierce@titanearth.com> Wed 5/17/2017 1:58 PM To Mike Ronda <Mike.Ronda@TukwilaWA.gov>; Jamie Shinsato <Jamie.Shinsato@aecom.com>; Tyron Bardwell <tyron.bardwell@aecom.com>; Cc:Katrina Walker <katrina.walker@titanearth.com>; Mel White <mel.white@titanearth.com>; jeffrey.vaughn@aecom.com' <jeffrey.vaughn@aecom.com>; Mike, As mentioned at today's meeting. We accept the below proposal. We will act as if this is moving forward to an inked agreement per our conversation today. Correct me if I am wrong, but I believe the only thing left here is the paperwork we need from your team that will be used to haul dirt from WA Rock to Allied and also the small pile from 3+40 to Allied. I believe this is your responsibility to take care of as "waste generator" — let me know if you feel otherwise because I know WA Rock would like to get that dirt out of their yard. Thanks. Chris Pierce 1585 Valentine Ave SE Pacific WA 98047 253-720-0523 (M) 253-863-0928 (F) From: Mike Ronda [mailto:Mike.Ronda@TukwilaWA.gov] Sent: Tuesday, May 16, 2017 1:34 PM To: Chris Pierce <chris.pierce@titanearth.com>; Jamie Shinsato <Jamie.Shinsato@aecom.com>; Tyron Bardwell <tyron.bardwell@aecom.com> Cc: Katrina Walker <katrina.walker@titanearth.com>; Mel White <mel.white@titanearth.com>; 'jeffrey.vaughn@aecom.com' <jeffrey.vaughn@aecom.com> Subject: Re: APE Issues Chris, In two minutes or less I wanted to respond to your recent PCS offer. We are OK with the new lump sum $18K (and change) offer to "put this behind us" but we want that to include any nominal extra contaminated material generated during grinding at the Washington Plaza localized spill. We don't see this as being a big issue but if we need to pick up a loader bucket of material off the subgrade and dispose of it with the highly contaminated material already segregated at the Holiday Inn Express location we would like to add this to the short T&T load that is already sitting there. We will have personnel working with you in real time to evaluate anything that is not a "nominal extra" and we don't expect there to be a "significant plume". If we find a "plume" in the subgrade we will reopen the FA for handling of contaminated material and track it as a separate item above this $18K number. I will work on the disposal paperwork for other items as soon as I get some breathing room on "critical impact issues". MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.Ronda@tukwilawa. ov I www.tukwilawa. ov **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. From: Chris Pierce <chris.pierce@titanearth.com> Sent: Tuesday, May 16, 2017 10:13 AM To: Jamie Shinsato; Mike Ronda; Tyron Bardwell Cc: Katrina Walker; Mel White Subject: APE Issues APE Team, Here are a couple things that TITAN could use answers on that would help us keep things moving along. Concise direction regarding exactly where you want marker balls — especially as it relates to service laterals and hydrant laterals. It sounds like there was conversation that took place onsite last night. I would like some written direction here so we are all exactly on the same page. We are going to take care of this on Wed night and if this balloons to something bigger than we are expecting, we will not have enough marker balls or vactor trucks which will impact schedule. Acceptance or rejection of TITAN's proposal to handle the contaminated soils. Tied to this issue is the 4" ATB / 4" HMA paving section alternate, and there are several interested parties here that need answers sooner than later. Chris Pierce 1585 Valentine Ave SE ° Pacific WA 98047 253-720-0523 (M) 253-863-0928 (F) RE: Stinky Dirt Analysis Chris Pierce <chris.pierce@titanearth.com> Tue 5/9/2017 4:28 PM To Mike Ronda <Mike.Ronda@TukwilaWA.gov>; Cc:Katrina Walker<katrina.walker@titanearth.com>; Mel White <mel.white@titanearth.com>; Robin Tischmak <Robin.Tischmak@TukwilaWA.gov>; Peter Lau <Peter.Lau@TukwilaWA.gov>; 'jeffrey.vaughn@aecom.com' <jeffrey.vaughn@aecom.com>; Shinsato, Jamie (Jamie.Shinsato@aecom.com) <Jamie.Shinsato@aecom.com>; Tyron.Bardwell@aecom.com <Tyron.Bardwell@aecom.com>; 'Ross Widener' <rwidener@prodigy.net>; Mike, These cost are very cut and dry. We should be able to easily address these issues between the two of us without adding to the list of things that need to be discussed later between upper management. When you are ready, please provide your feedback and you and I can go point for point on this. I am sure we can come to an equitable solution. This is your dirt and it is your call where to take it, so as soon as you provide that direction, we will haul and dispose accordingly. I'd like to avoid racking up a bunch of costs just to find out later that you don't want to pay for something because you don't agree with a call that we made on your behalf. In the meantime, please expedite your search for best cost solutions as we would like to get our yard space back and this dirt is currently taking up more space than we have to give. As I am sure you understand, real estate here is at a premium with as much work as we have going on right now. You seem to say below that your team is going to explore cost options, but then you ask us to haul to WA Rock. Am I misunderstanding? Chris Pierce 1585 Valentine Ave SE • Pacific • WA • 98047 253-720-0523 (M) 253-863-0928 (F) From: Mike Ronda [mailto:Mike.Ronda@TukwilaWA.gov] Sent: Monday, May 8, 2017 6:33 PM To: Chris Pierce <chris.pierce@titanearth.com> Cc: Katrina Walker <katrina.walker@titanearth.com>; Mel White <mel.white@titanearth.com>; Robin Tischmak <Robin.Tischmak@TukwilaWA.gov>; Peter Lau <Peter.Lau@TukwilaWA.gov>; 'jeffrey.vaughn@aecom.com' <jeffrey.vaughn@aecom.com>; Shinsato, Jamie (Jamie.Shinsato@aecom.com) <Jamie.Shinsato@aecom.com>; Tyron.Bardwell@aecom.com; 'Ross Widener' <rwidener@prodigy.net> Subject: Re: Stinky Dirt Analysis Chris, I appreciate your analysis, especially the detail provided and I have asked our team to see if there is a local disposal option that we are aware of that will take the class 2 soils. The initial response is that we think that is unlikely and/or that the costs for such disposal will be equal to or higher than taking it all to WA Rock. I am also still tripping over the idea that all of the costs as detailed in your email are ours to cover. I know that higher powers than you or I are at odds with their opinions here and I think it would be most effective to let those powers argue directly about cost sharing on the disposal of the contaminated soil. I ask that Titan partner in the effort to dispose of these materials in the most cost effective way possible and we can track the costs for discussion at the end of the project. I believe we have a good back and forth timeline that can nail down how this developed, who did what and how quickly it was resolved and I am willing to facilitate the discussion with relevant members of my team to produce those facts to whoever needs them for the final analysis. If I have time tomorrow I will try to respond to a couple of points in your email where I don't think we are quite on the same page but for the most part I think we have enough to move forward with the disposal at your earliest possible convenience of everything but the two piles of material that are already at WA Rocks segregated stockpiles. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.Ronda@tukzwilawa.gov I www.tukwilawa.goy **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. From: Chris Pierce <chris.r ierce@titanearth.com> Sent: Friday, May 5, 2017 12:02 PM To: Tyron.Bardwell(�aecom.com, Mike Ronda; Shinsato, Jamie Jamie.5hinsato?aecom.com) Cc: Katrina Walker; Mel White Subject: FW: Stinky Dirt Analysis Thanks for sending this Ty, this is good news. Before we get into a bunch of extra costs here, I want to make sure that we are on the same page about how this is going to go. As I mentioned during yesterday's weekly coordination meeting, we are going to have some extra trucking for these spoils to go to WA Rock without a backhaul. Without a backhaul, these spoils would have certainly gone somewhere closer. Would you rather spend some time researching what the thresholds and disposal costs are for other facilities, or pick up the extra 1-way trucking from TITAN's yard and also from the Tukwila yard to WA Rock? Below are some costs to consider for each of these piles. While you are reviewing this, please note that until we received notice on 04/25 that we had an issue, we were paying a straight per load cost of $135 for each load of spoils that WA Rock backhauled with their trucks after having dumped a load of CSTC associated with this project at our yard. We can provide you any number of invoices from WA Rock substantiating this price. During the time that we were altering our "normal" plan, we were importing CSTC to your stockpile in TITAN's yard from ICON which was much closer since we were pausing our disposal activities. Stockpile at Tukwila Yard: 1.,L,IL_ 7CC rn LE ACTIVITY: 1-way Round Trip to '. JA Rock Dump Fee ` WA Rock (no delivery of rock) Norm& Disposal ;•d/ Delivery of Rock QTY: U.O.M.: 4 HR 3C TN -1 LD COST: SUBTOTAL: 140.00 S 560,00 4.00 S 120.00 135.00 5 (135.00;' TOTAL ADDED 1-WAY DISPOSAL COST PER T&T LOAD: $ 545.00 "South" Stockpile @ TITAN's Yard: Note that this stock pile was in place as part of this project's normal import/export process when TITAN received notice of contamination and the disposal process was stopped. During this time, TITAN imported CSTC from ICON and missed out on the opportunity to take advantage of the $135 "all in" disposal rate for WA Rock to backhaul spoils from our yard. TITAN 50 Thi PILE. 1," .!-a �]Ii.�_r; ACTIVITY: QTY: U.O.M.: COST: SUBTOTAL: 1-.way Round Trip to WA Rock 2.5 HR $140,00 $ 350.00 Dump Fee @ WA Rock (no delivery of rock; 30 TN 5 4.00 $ 120.00 Norma! Disposal vf Delivery of Rock -1 LD $ 135.00 S (135,0'0) TOTAL ADDED 1-WAY DISPOSAL COST PER T&T LOAD: $ 335.00 "North" Two Stockpiles @ TITAN's Yard: Note that when these spoils were produced, TITAN daytime operations had begun and could have hauled out directly from the site to a disposal location. Once notice of potential contamination came in, TITAN and Tukwila decided that it was important enough to keep work moving forward that TITAN's yard would accept these spoils and hold them while testing was performed. As such, extra costs are shown below associated with the trucking from Tukwila to TITAN's yard and also the additional loader/operator time that will be necessary to load these spoils out. ACTIVITY: 1-:way Round Trip to WA Rock 1-way Trip from Tukwila to TITAN (Assumes this truck hauled back rock that ',vas bought at ICON) Dump Fee \'VA Rock (no delivery of rock) Norma?. DIsposa!'.•v,l Detlivery of Rock Loader . TITAN Yard: Loader Operator 2=1. TITAN Yard: QTY: 2.5 U.O.M.: COST: SUBTOTAL: HR S 140.00 5 350.00 HR $ 140.00 S 140.00 30 TN $ 4.00 5 120.00 -1 LD $135.00 5 (135,00 0.25 HR $ 55.51 5 13,88 0,25 HR S 72.92 5 18.23 TOTAL ADDED 1-WAY DISPOSAL COST PER T&T LOAD: $ 475.00 Please note that I present this knowing that there are several ways to skin a cat and I am open to any other suggestions that you might have regarding how this should be handled. Please note that the above numbers do not include markup. I would propose that, rather than trying to present markup to you for each individual activity or fee, we just agree to a 15% markup to these totals which should be more than fair in your direction. Also, worth noting is that these prices do not include the EWO that I will be presenting you for the work associated with stockpile management, pile segregation, rain protection etc. Now that this issue is almost over, we can tally these efforts and present that to you for review. Chris Pierce 1585 Valentine Ave SE r Pacific - WA • 98047 253-720-0523 (M) 253-863-0928 (F) From: Bardwell, Tyron[mailto:Tvron.Bardwell@aecom.com] Sent: Thursday, May 4, 2017 8:58 PM To: Chris Pierce <chris.pierce@titanearth.com> Cc: Vaughn, Jeffrey <jeffrev..vaughna aecom.com>; Katrina Walker <katrina.walker titanearth.com>; Shinsato, Jamie <Jamie,Shinso@aaecom.com>, at• Mel White <mel.white@titanearth.com>; Mike Ronda m„mmmm mm„ m_m Cabanillas, Demetrio <Mike.Ronda@TukwilaWA.gov>; Raubvogel, David <david.raubvogel@aecom.com>; mmmm� <demetrio.cabanillas@aecom.com>; Ryan <ryan wa-rock.com> Subject: RE: Stinky Dirt Analysis Chris: The results of the recent soil sampling AECOM performed on the Stockpiled Soils at your Pacific Yard (SP-A1, SP- A2, SP-B1 and SP-B2) and two samples collected from piles at the project site collected on 4-27-17 are summarized in the attached spreadsheet (Table 1). An additional analytical summary table (Table 2) is provided which consists of soil samples collected directing of soil excavated from the project work areas on 4-28-17. A copy of the laboratory report is also provided for your files. Two additional soil stockpile samples are pending rush analysis (samples #3416417 and #3414277). These are samples obtained from the WA Rock disposal site Wednesday afternoon. We will provide the results of this additional testing as soon as they are available. Based on the stockpile soil results, the concentrations of petroleum hydrocarbons detected in the soil samples are well below WA Rock acceptance limits that were provided (attached "WA Rock — Fill acceptance Iimits.pdf'). Therefore, these soils should be acceptable for disposal/recycling at the WA Rock facility. If material is identified which does not appear to be representative of the majority of the soil contained in a stockpile (e.g., soils with very strong odor, staining or discoloration), we would advise segregating this material for additional assessment if warranted. We trust this information meets your requirements and please contact us if you have any questions. Thank you. -Ty From: Ryan [mailto:ryan©wa-rock.com] Sent: Thursday, May 04, 2017 3:16 PM To: Bardwell, Tyron; jww(ahcc.net; Dale Mortensen; Dispatch; Edgar; Gary Hamilton; Greg; Harry Hart; Jake Walls; Jon Hart; Ryan; Sam Martinson; Tim Cc: Vaughn, Jeffrey; Katrina Walker; 'Ross Widener'; Shinsato, Jamie; Chris Pierce; Mel White; Mike Ronda; Raubvogel, David; Cabanillas, Demetrio Subject: RE: Stinky Dirt Analysis Rick— Please provide a blank copy of our required dumpsite p-work in order to haul when /if necessary. Thank You Tyron- this is correct the field method used is indeed the Triton Analyzer or Niton XRF. We send samples to Test America when a spike on heavy metals is detected at our front line field test. We also send out samples to TA to be analyzed for Hydro -Carbons. Thanks for keeping us in the loop. Let me know if you need anything else on this one © From: Bardwell, Tyron [mailto:Tyron.Bardwell aecom.coml Sent: Thursday, May 4, 2017 2:13 PM To: Ryan <rian wawa-rock.com> Cc: Vaughn, Jeffrey <jeffrey.vaughn aecomcom>; Katrina Walker <katrina.walker(titanearth.com>; 'Ross Widener' <rwidener@prodigy.net>; Shinsato, Jamie <Jamie.Shinsato@aecom.com>; Chris Pierce <chris.pierce@titanearth.com>; Mel White <mel.white@titanearth.com>; Mike Ronda g vigeI@aecom.com>; Cabanillas, Demetrio Mike.Ronda�?Tukw!LaWA:�ov>• Raubvogel, David <dd.raubvo a ................................. <demetrio.cabanillas@aecom.com> Subject: RE: Stinky Dirt Analysis Importance: High Hi Ryan. I am with AECOM working for city of Tukwila on APE project where some suspect dirt was delivered by our contractor (Titan). At the disposal site meeting you had with Mike R. yesterday, you provided some threshold levels that WA Rock can accept the material (attached). We are working on summarizing all of the testing we have to confirm that it is below those thresholds provided. We have some follow up questions in regards to the part a section with metals. The attached acceptance limits you provided has various metal (As,Cr, Cd, Pb, Hg) limits. The email mentioned Triton Analyzer (we believe this may be actually called a Niton XRF). This seems to actually be a field test method. Will you please confirm? We will need to request metal analyses for the samples that we are analyzing today if it's actually a different test than the "Triton Analyzer" (or Niton XRF). Attached spreadsheet is a summary of the test data we have so far showing the most of the soil is non -detect and some is very low level. Once we hear back from you we can make sure we get all of the required metals results and complete whatever else is needed on the summary table. Thanks Ryan! -Ty Tyron Bardwell, PE Construction Manager, PM/CM M +1-206-399-7435 tvron.bardwellaecom.cam AECOM 1111 3rd Avenue Suite 1600 Seattle, WA 98101, United States T +1-206-438-2700 aecom.com Built to deliver a better world Linkedln Twitter Facebook Instagram WORLO'S MOST ADMIRED COMPANIES %o From: Mike Ronda[mailto:Mike.Ronda(aTukwilaWA.gov] Sent: Wednesday, May 03, 2017 6:58 PM To: Mel White; Chris Pierce Cc: Bardwell, Tyron; Vaughn, Jeffrey; Katrina Walker; ryan@wa-rock.com; 'Ross Widener'; Shinsato, Jamie Subject: Stinky Dirt Analysis Chris and Mel, It looks like we have a little more work to do before we can send you a letter on all of the material we have collected to date but the results of today's investigation appear to be as follows: • If I read Ryan's email correctly it looks like they can take "slightly contaminated dirt" as long as it is below the following thresholds: • Motor Oil < 2000 mg/kg • Gasoline < 100 mg/kg • Diesel < 2000 mg/kg • We took samples from the following two "test piles" we have on site. We will be getting them to the lab tomorrow morning and expect results back by the end of the week. Once we get those we will make a plan to either come get the piles for disposal or submit the test data to support having WA Rock incorporate them into their fill. • #3416417 • #3414277 • I have results from sample #3416417 but I still don't have results from #3414277. If I can get those I should be able to address any concerns or include that in our removal planning. • In checking out the piles at the various sites we found the following. Most of the stockpiles are off gassing some form of volatile organic compounds but the PID we are using is less sensitive than our noses and it isn't specific about which compounds we are picking up. We see chunks of concrete, asphalt, what appears to be cold patch residue and in one case a section of what could be a creosote pile/post. Most of these components could be the source of the smell(s). • We also observed that the more the pile is worked (and the most recently) the more it releases the VOC's. That doesn't mean that we are above disposal levels and we are performing additional testing to confirm where we are. • The tests we have in hand for all of the piles that have not gone to WA Rock for disposal yet seem to show levels that are within the disposal limits referenced above. We do seem to be getting trace hits on gasoline and diesel as well as some readings in the range of Oils but the BTEX tests so far have all shown non -detect. • There is a lot of test in our system and I don't have summaries of these back from AECOM yet so I don't want to give you direction until I have that summary so we don't tell you something that turns out not to be true but I have asked them to pull these together and get them back to us sometime tomorrow and I hope to be able to forward them to you by the end of the day. • In the meantime the protocol we discussed today is that as soon as we get the test results back to you we believe we should be able to continue hauling to WA Rock as our disposal site. If, in the process of loading the remaining "in transit" material, you see something that is an outlier from previous observations (a bundle of creosote piles, or an isolated tar ball somewhere in one of our piles) you should isolate that from the load headed to WA Rock and set it aside for special treatment. If you see no such physical anomaly we believe the tests we have taken to date are representative of the entire load and should be within disposal limits. • Once we have the confirming test data back on the piles we have at WA Rock we will figure out what to do with those. • For treatment of the material still on the Holiday Inn Express site we would suggest leaving those piles in place until we have all of the other piles taken care of. Then if we still have an indication of some cross contamination with the other pile and/or the observable VOC's are still of concern we can take one more consolidated test of everything left on site and haul that to an appropriate disposal site based on that test. Also, please note, that we are still observing VOC's coming off nearly all of our piles when worked which may indeed be an indicator of some level of contamination but we aren't getting test results back that show concurrence with the WA Rock sample that started this more detailed investigation. More importantly, we still haven't found a source that is consistent with the old gas station that was the initial suspected contamination site. We have yet to get a significant hit on the BTEX test which would be our indication that we are working in a gas plume. It is possible that we have trace gas and/or diesel hits that may be aged product from the gas station or some other isolated spill but the levels I believe we have observed to date do not appear consistent with what we would expect if we hit a plume when installing the waterline up near Tukwila Parkway. Of course we will be taking the critical sample tonight from the sewer trench on the edge of the Holiday Inn Express property and hope to have the results of that test back by the end of the week. I would encourage Titan to hold that export somewhere on site until we get a "clean" test result back. If we don't get a clean test on this material we can use our results to determine a disposal site consistent with any other "over limit" material. We can talk more about this tomorrow at our weekly meeting. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mihe.Ronda@tukwilawa. ov I www.tukwilaw�a o_v **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. Mike Ronda From: Steve Greiling <steve.greiling@titanearth.com> Sent: Friday, May 5, 2017 12:49 PM To: Mike.Ronda@TukwilaWA.gov; 'Tyron.Bardwell@aecom.com' (Tyron.Bardwell@aecom.com) Cc: Chris Pierce; Katrina Walker Subject: WA Rock MTCA Soils to Cemex or Republic Attachments: Cemex Quote Backup.pdf; Republic Quote Backup.pdf Mike & Ty: Attached are the base -vendor -cost proposals for both Cemex and Republic (a.k.a. Allied Waste/Rabanco) for the two loads with WA Rock's analytical indicating levels above MTCA. Aside from any reloading fee WA Rock may choose apply (I'd be surprised — they'll probably just be glad we got this off their property), just use our normal T&M structure plus the round trip times hauling at $140/Hr for trucking to whichever facility you want. Obviously Cemex- Everett seems crazy -far from WA Rock's south -end rural location, so my gut is assuming you'll choose Republic's Monster Road facility in Renton. FYI: On your behalf I DID try to get this material into LRI's Landfill (south of Puyallup) but we were rejected because it originated in King County. Also the intermodal yard near the Port of Tacoma was going to require a bunch of extra effort on a "might be able to get it to the Port" without guarantee, so since it was only two loads I figured you'd waste more in add -on consulting fees getting Waste Profiles arranged with a "potential site" that could lead to trucking/logistic standby than you would just getting this soil guaranteed at Republic's Renton intermodal facility. If you'd ended up with all the dirt needing to be in a landfill I'd push harder for the Tacoma Port option, but if it's just these two loads then in my opinion Republic seems to make a lot of sense since that's a single shift of hauling. (Possibly even using a fifth -wheel tractor pulling Republic's intermodal chassis so the soils could be direct -loaded into 20-foot rail containers) Please keep Chris and Katrina updated on your final decision so TITAN's dispatcher can communicate the appropriate truck tractor type, trailer configuration, and final disposal facility destination directive to our driver. Cheers Onward, Steve Greiling www.TITANearthwork.com 1585 Valentine Ave SE Pacific, WA 98047 P 206.325.3004 / F 888.325.3004 "Providing unparalleled civil construction services at a competitive price by leading the industry through Integrity, Safety, Quality, and Production" 1 May 4, 2017 Titan Earthworks Subject: Contaminated Soil Regional Disposal Company (RDC) is pleased to offer the following disposal rate: FOB Roosevelt Regional Landfill BID SPECIFICATIONS. Material type: Contaminated soil Site: Black River Tonnage 500 Tons PRICING Disposal Contaminated soil from your job site In Tukwila delivered to Black River transfer station will be charged at a rate of $45.00 per ton. EXPIRATION DATE December 31, 2017 APPLICABLE TAXES (Does not apply if used as daily cover) PAYMENT TERMS Net 30-day basis. SPECIAL MATERIAL ACCEPTABILITY Material must meet Washington State Department of Ecology regulations for "Non - Dangerous" Wastes in order to be approved. DOCUMENTATION Prior to delivery of material, RDC requires that an authorized individual execute all documentation on behalf of the client. Documentation shall include a master service agreement along with a bill of lading or waste info' nation sheet or both. Thank you for the opportunity to submit this quote. If we can provide any additional information or assistance, please contact us at (206) 652-8893. Sincerely, REGIONAL DISPOSAL COMPANY Teresa Dillashaw Special Waste Sales Proposal to: Firm: Phone: Email: Soil Remediation Sales Proposal/ Order Steve Greiling Titan 206-325-3004 Steve. greilingntitanearth.com Date: 05/02/2017 Account # Project Name: FORMER SHELL SITE Address: TUKWILA We are pleased to quote on the following subject to the terms and conditions set forth below: Approx.Units U/M ALL TON ALL TON Description Treat & Dispose, Petroleum Contaminated Soil CLASS 3 Dispose, Petroleum Contaminated Soil CLASS 2 *Price per ton includes 3.6% refuse tax Unit Price U/M F.O.B $37.80* TON EVERETT $26.35* TON EVERETT *** A $4.00 PER TON SURCHARGE WILL BE IMPOSED ON ALL SOILS CONTAINING MORE THAN 14% MOISTURE UNLESS PRIOR ARRANGEMENTS HAVE BEEN MADE WITH CEMEX*** Trucking if quoted per ton based upon 10 minute load time for solo truck, and 15 minute load time truck & trailer. Maximum Legal Weight will be chal,ed on all trucking quoted by the ton. Quotation Valid Until 06/15/2017 Terms of Payment: Net 30 Days. 1% per month service charge will be assessed on all delinquent accounts, Accepted this a o Y , 2017 Upon the terms and conditions contained hereof, including limitations of warranty and damage limitations. Customer signature below acknowledges that these limitations are a bargained for part of this agreement. Firm: By: Title: Respectfully submitted: Larry W. Baker Operations Manager, Soil Remediation CEMEX 6300 Glenwood Ave. Everett WA. 98203 Phone- 425-210-8429 RE: Contaminated Soils @ APE Steve Greiling <steve.greiling@titanearth.com> Thu 4/27/2017 8:44 PM To:Mike Ronda <Mike.Ronda@TukwilaWA.gov>; Chris Pierce <chris.pierce@titanearth.com>; Bardwell, Tyron <Tyron.Bardwell@aecom.com>; Shinsato, Jamie (Jarnie.Shinsato@aecom.com) <Jamie.Shinsato@aecom.com>; jeffrey.vaughn@aecom.com' <jeffrey.vaughn@aecom.com>; CcBrett McKenzie<brett.mckenzie@titanearth.com>; Mel White <mel.white@titanearth.com>; Katrina Walker <katrinawalker@titanearth.com>; Robin Tischmak <Robin.Tischmak@TukwilaWA.gov>; Peter Lau <Peter.Lau@TukwilaWA.gov>; Bob Giberson <Bob.Giberson@TukwilaWA.gov>; Tukwila Team: TITAN definitely appreciates the level of trust that goes both ways and we're on a similar page with the evolution of this matter. I must admit this is an unfortunate situation and it is certainly fair to say none of us want to be in this predicament. Clearly more research needs to be and will be done. Given the amount of people CC'ed in this correspondence chain, as President of TITAN and owner of the property where some of this suspect material is stockpiled for the betterment and continuance of the APE Project, I feel compelled to respond with my thoughts at this time. From what I learned in the last few hours this entire sequence started two days ago when TITAN received (and soon thereafter forwarded to Tukwila) Washington Rock's analytical dated 4/7/17 putting TITAN on notice that contaminated material was hauled to their dump site and TITAN was no longer allowed to export to their facility; the timeliness of WA Rock's notification is indeed frustrating but presumably their environmental representative did their paperwork accurately and indeed this was material TITAN hauled — I'm not sure how we prove or disprove their claim at this point. Given 99.9% of TITAN's daytime operations get immediately exported to dump sites that operate during the day, with the APE project being beyond a vast majority of TITAN'snmight operations our first inclination is to assume the soils resulted from the APE alignment within the ROW frontage of the former Shell Station at the north end of the APE alignment. Ironically this is the very same Shell Station site for the "Holiday Inn Express" sewer lateral into the APE ROW, however that sewer lateral work occurred more recently which was AFTER WA Rock's testing indicated contaminated soils, so chronologically that becomes an impossibility. Furthermore for the record, this year to date TITAN has had zero instances of soil contamination on other projects. Based on this logic, TITAN believes the probability is very high that the suspect soils are from the APE ROW so we certainly have NO INTENT on encouraging Tukwila to spend money on monitoring. Regardless of what TITAN or Tukwila's managers want to write below, request be done in the future, or whenever the remaining dirt gets dug out of the ground, TITAN is not responsible for verifying the cleanliness of Tukwila's soils. Whatever dirt remains "in -situ" within our remaining scope of work is going to be encountered and any Chain -of -Custody starts with Tukwila as the Waste Generator. Given this project's alignment is in a tidally -influenced region with former gas station UST and a heavily commercialized district, presumably those were a few of the indicators that led to Contract's Force Account allowance (Bid Item G6 — Removal and Disposal of Contaminated Soil, which for the record verifies TITAN will be responsible for handling, removal, and disposal of contaminated materials — it does not indicate TITAN would be responsible for the identification of nor verification testing). At this point in the evening with the shift underway I am pleased to hear Tukwila intends to begin providing live -in -the -field 3rd party environmental oversight going forward. In my opinion doing so is the prudent decision for a Waste Generator to make along the frontage of a historically contaminated site. Given the Shell Station's contaminated history and hydrology of the area overlapping significantly with Tukwila's engineered design, to think that TITAN could somehow end up responsible for a Waste Generator's costs doing diligent confirmation testing of the APE project's actual exported soil spoils (not simply some pre - exploratory borings in isolated small diameter locations or an old Ecology/environmental report's indications) along their historically contaminated alignment...I guess we can address that if you truly decide to push that issue. I personally don't want suspect dirt on my property. The only reason I'm accepting this dirt at the TITAN main office yard is because Tukwila hasn't provided a place for TITAN to do conduct stockpiling for adequate environmental testing so that, as Waste Generator, Tukwila has confidence in whether or not your ROW soils are clean for TITAN to export to a disposal facility -)' essentially my spirit of cooperation/betterment of pro/ect team's progress. TITAN will continue to provide adequate testing access for your onsite field monitoring technician or daytime analytical representative and hopefully this issue is further defined by the end of tomorrow/early next week and we continue the completion of this contract. Having live -in -the -field monitoring "in the trenches" and continued APE stockpiling in TITAN's yard is a good plan for tonight's operations —field leaders know of this plan so I trust it will be implemented. For now let's hope this is an isolated amount of material and that whatever we encounter going forward is clean. More to come obviously, but that's my two cents as this issue evolves over the coming shift(s). One thing is for sure: It'll sure feel GREAT to finish the utility infrastructure and be onto roadway reconstruction 1 1 1 1 1 1 1 Onward, Steve Greiling www,,,TI,TANearthwork.com From: Mike Ronda[mailto:Mike.Ronda@TukwilaWA.gov] Sent: Thursday, April 27, 2017 5:54 PM To: Chris Pierce; Bardwell, Tyron; Shinsato, Jamie (Jamie.Shinsato@aecom.com); 'jeffrey.vaughn@aecom.com' Cc: Steve Greiling; Brett McKenzie; Mel White; Katrina Walker; Robin Tischmak; Peter Lau; Bob Giberson Subject: Re: Contaminated Soils © APE Chris, I've discussed your concerns with CoT management and have the following response: I hope that Titan appreciates the level of trust that Tukwila is extending to your team on this issue. Right now we seem to be chasing an unverified sample test, performed by a third party, using questionable methods, fully two weeks (at least) from the time any material would have left our site, with no observable indication that there was a problem with any material removed from the project prior to that test. The material went through several handling steps where contaminants could have been commingled into the haul out and to date we have nothing but verbal assurances by Titan's team that the material from that test came from our project. Should we determine that any of these conditions has caused a false positive on our material which results in any additional costs or delays to the project we reserve the right to pursue any and all reasonable remedies to recover our costs and wasted effort to deal with this. To your specific bullet points below - • We are running out of room in our wet waste transfer site just as you are running out of room in your yard. We can try to maximize the use of the transfer site but not to the point of exceeding the capacity of our holding area. If we need to haul material away from this site to provide more free -board prior to testing I would suggest that the material be added to the segregated stockpile in your yard. We will provide disposal testing of this material until we have a clean sample in hand. From that point we will consider all loads removed from this location to be clean unless we have some readily observable indication that there is a problem with the material. • We should track costs associated with extra hauling or other containment measures for consideration under BI#G6. Final determination for entitlement for these items will need to wait for the results of the tests we have taken today and any further follow up information provided on this issue. We feel that the measures you have listed below are prudent in an attempt to contain any potential issue with the material and would be reimbursable once entitlement has been established. • I can confirm that the samples we had taken today have been turned over to the test lab on a rush order and we expect the results back by the middle of the day tomorrow. I expect AECOM to send those results to all parties as soon as they are available. • We are unable to accommodate additional material (other than vac waste discussed above) in transit to disposal at any City provided location however there may be other options available to you and before you stop the work on the project we expect you to exhaust all other options in this regard. • We will require a written statement from Washington Rock including a copy of their testing protocol before we will respond to the request to address their concerns. • We would also like Titan to provide any data within your possession that further clarifies the chain of custody of any material taken from the site including haul tickets, disposal manifests, record of other projects being sent to the same disposal site and all contractors daily diaries for both the APE project and the Holiday Inn Express which records how the material handing was addressed and any protective measures used to avoid cross contamination of any spoils generated from either site. • We explicitly request that you provide full and safe access to the excavations for our inspectors during the remainder of the utility excavation so that we can continue sampling the in -place material as needed to assure ourselves that we do not have a problem that has not been contained. • We may have additional requests depending on the results from our testing today and ongoing testing in the next few nights/days. We remain committed to getting our arms around this issue and working with you toward a solution in the most equitable and cost effective way. If you have any questions about our position please give me a call. I should be in my office for at least the next half hour. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 5outhcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.Ronda@tubwilawa.gov I www tuFwilawa�ov **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. From: Chris Pierce <chris.pierce@titanearth.com> Sent: Thursday, April 27, 2017 1:43 PM To: Bardwell, Tyron; Shinsato, Jamie (Jamie.Shinsato@aecom.com); 'jeffrey.vaughn@aecom.com'; Mike Ronda Cc: Steve Greiling; Brett McKenzie; Mel White; Katrina Walker Subject: Contaminated Soils @ APE Mike, We have spent a lot of time planning how to move forward with this issue considering the only infoiination we have on paper are failing test results. We are interested in keeping things moving forward and on schedule if it possible to do so. I just met Tukwila's soil testing rep at our corporate stockpile yard in Pacific and my understanding is he's leaving to test the Andover dirt next. We were told that his initial field test using a P.I.D. resulted in low to non -detectable levels which gives us hope that we are almost out of the woods. However, it leaves us with one more shift that we need to manage considering the only "official" test results we have shown contaminates above cleanup levels. I've learned that a "24-hour test" will literally take a full day to get results, so hopefully we'll be getting analytical before end of day tomorrow to react Monday. TITAN's yard manager prefers we not bring any further Andover material to our yard because with WA Rock shutting us down we have little functional space for stockpiling, but in an effort to keep this project moving and facilitate this issue, we will offer the below concessions to be considered as part of your directive. We're looking for your direction in order for TITAN to continue working: In order to be able to work tonight, the following conditions will need to be understood as part of your directive to TITAN. Vac truck spoils will need to be dumped at the CoT's "Longacres" site with the understanding that analytical testing will need to be performed prior to haul -off by TITAN. TITAN will add an additional truck and trailer to tonight's shift in order to facilitate direct loading of trench spoils with haul and dispose at TITAN's yard thereby bypassing the onsite "transfer location" at the hotel site. This will minimize the potential for cross contamination and will also meet the new request by EA White that no more spoils are dumped on their site until this contamination issue is resolved. It should be agreed upon ahead of time that this truck will come at an additional cost under BI#G6 TITAN will continue separating piles and covering them in order to better identify any potential contamination on a shift by shift basis. These additional efforts are being tracked and will be compensated under BI#G6 Here are some items that TITAN would expect to see addressed in the city's directive: Tukwila has directed your consultant for 24-hour analytical. We anticipate results at some point tomorrow 04/28 Friday. Tukwila has no City Property available for TITAN to dump at night, therefore "some other stockpiling option" is still required to keep the project moving. It should be noted that the prime contractor (EA White) has requested that no further spoils from the APE project be brought to his site until this issue is resolved. Tukwila will provide direction regarding the flagged pile of their contaminated soil that is currently sitting at Washington Rock. After tonight's shift, TITAN will be out of room to continue stockpiling per this plan. TITAN will need directive by mid -day Friday in order to be able to react accordingly and create more space in order to allow Monday night's operations to continue as scheduled. Quite the conundrum. Absent any better game plan by the City of Tukwila, TITAN is at a loss for how else to do this. Please confirm as soon as you can that this is Tukwila's preference going into tonight's shift as TITAN ownership is requiring that I have written direction before moving forward. Chris Pierce 1585 Valentine Ave SE • Pacific • WA • 98047 253-720-0523 (M) 253-863-0928 (F) 16-111(g) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 07 DATE: 03-26-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change formalizes modifications to select junction boxes to add slip resistant lids to meet ADA standards. SeeAttachedExhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 4/4/18 Original Contract (with* tax) Previous Change Orders This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title Project Engineer $ 3,504,684.14 ^f APPROVED BY THE CITY OF TUKWILA $ 262,045.89 V Date _, $ 12,550.00 By f;'..... Mayor $ 3,779,280.03 / Previous Contract Time: 196 Additional Contract Time for this Change Order: 1 ,Updated Contract Time: 197 City Engineer _.... RIGI!NAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order formalizes the added work to install new junction boxes with slip resistant lids. The existing junction boxes do not have non -slip lids, which does not comply with ADA standards. The existing lids are a slip hazard to pedestrians, and during a site walkthrough, the City determined which lids needed to be replaced with non -slip lids. The replacements were not included in the original contract, therefore the junction box and lid replacements are considered additional work. The contractor replaced the boxes and lids as directed by the City. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as otherwise approved by the Engineer. MEASUREMENT AND PAYMENT All work required by this change order will be paid for by a new item, "Replace J-Boxes w/Non-Skid Lids," by lump sum, based on costs incurred for issues identified in this change order. The lump sum item includes all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project. The added work results in a net increase in project costs of $12,550 to the City of Tukwila. CONTRACT TIME Contract time shall be extended by one (1) calendar day as a result of this change order. sated i Jo Z abed xsIx•'2o1 Supped LO#0J w 0 ti CO (si ep) loedwi awil si ep iepuaieo I - Time Impact: 1 day for replacement of junction boxes. 0 0 Replace Boxes and Non -Skid Lids Andover Park E Water Main and Sewer Replacements saxog I'ap[paI3 LO#op Propo t( 'b'oe4v f Novi -spa ti PROJECT: Andove Park East Water Main and Sewer Replacements Date Pricing Complied:; 4/28/2017 CONTRACT WITH: City of Tukwila Date Work Performed: WORK DESCRIPTION: New electrical boxes with skid not coated lids per attached email and Consolidated Supply quote. Change or Issue Tracking 4: CE-013 Added Contract Days Requested: LABOR COST HOURS RATE/ HR TOTAL CLASSIFICATION REG. 1 O.T. Double T REG. .5 DbI OT OT 1 COST S $ TOTAL LABOR COST $ - _ EQUIPMENT COSTS HOURS CRIS RATE TOTAL DESCRIPTION / CLASSIFICATION UTILIZED 1 STANDBY UTILIZED [ STANDBY COST ' xxS S - TOTAL EQUIPMENT COST S - MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION CITY: UNITS: $/IJNIT: COST Electrical Boxes - Consolidated Quote 1 00 LS $ 10 370 51 $ 10,370.51 TOTAL MATERIALS, RENTAL AND DISPOSAL S 10,370.51 DIRECT SUBCONTRACTORS/OTHER UNITS UNIT PRICE TOTAL COST DESCRIPTION O.s UANTiTYv^u. II M •....v S TOTAL SUBCONTRACTOR COST $I RE URSS'N T ADDITIONS / CREDITS TOTAL _YpFtECT DESCRIPTION QUANTITY i UNITS UNIT PRICE COST a - TOTAL OTHER COST LABOR - TOTAL DIRECT COST LABOR MARKUP EQUIPMENT -TOTAL DIRECT COST EQUIPMENT MARKUP MATERIALS/DISPOSAL - TOTAL DIRECT COST USE/SALES TAX ON PERMANENT MATERIALS (if not ident/Ded above) MATERIALS/DISPO.SAL/SER'VICES MARKUP SUBCONTRACTOR/OTHER - TOTAL DIRECT COST SUBCONTRACTOR/OTHER MARKUP DDIRECT RAND TOTAL EIMBURSEMENT ADDITIONS / CREMARKUP (BAO taxesietc) IT - TOTAL DIRECT COSTS DIRECT REIMBURSEMENT ADDITIONS / CREDITS 29.0% 21.0% 0.0% 21.0% 12.0% 1.0% $ S - S - S S 10,370.51 S - S 2,177.81' $ S- S' - 12,640 32 ,,5�jb. * jVivoitt? pt/Dv'de iht+-cr-71 CC P i- CioSt o f 6$2-0610'7L,002- 57c5'6,3,b s 4,, oo r, «. ‘,01 S Q ,.) (1° 11+. 0 b -�o t ✓ �10,3 Consolidated Supply Co. r P.O. Box 5788 Portland, OR 97228 JL9aociA) Ma;a I QUESTIONS ON THIS INVOICE 253-848-9337 1047 1 SP 0.500 E0008 10012 D2421789125 S2 P4192787 0004:0D05 rll'jjjf'lllljllljla(lllliullilll'IllIl'Illjlllilll)nalljl,nrll TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC WA 98047 CUSTOMER NUMBER 283172 CUSTOMER ORDER NUMBER ELECTRICAL BOXES ORDER_WRITER 1 SHIP VIA Benno Ferrier Puyallup DESCRIPTION ^TYPE 1 17"x22" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP BLANK *Special - Subject to Restock Fee* ^TYPE 1 17"x22" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP MARKED TS *Special - Subject to Restock Fee* ^TYPE 1 17"x22" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP MARKED LT *Special - Subject to Restock Fee* ^TYPE 2 22"x33" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP MARKED TS *Special - Subject to Restock Fee* ^delivery charge 3 hrs at $125 hour ORDERED BY OT OUR TRUCK SHIP TO: INVOICE DATE INVOICE NUMBER PLEASE REMIT PAYMENT TO: CONSOLIDATED SUPPLY PO BOX 5788 PORTLAND OR 97228-5788 EN,ROII.r.ENT TOKEN VR 1K, TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK EAST & STRANDER BLVD CITY OF TUKWILA TUKWILA WA 98108 Benno Ferrier Puyallup SHIP DATE ORDER DATE 04/26/17 04/21/17 ITEM NUMBER SHIP QTY UWM NET UNIT PRC NET AMOUNT 1070549 1070549 1070549 1072762 1186258 Involce is due byIl5/31/17. Hemmed MAY 01 2017 ea 2 ea 3 ea 3 Were growing... Consolidated Supply Co. is adding an additional branch to serve you. Our new branch will open February 27th, 2017 Conveniently located near PDX Airport, 1-84 and 1-205 5536 NE 105th Ave, Portland Oregon 503-906-3321 ea FC 495.238 2476.19 495.238 495.238 877.049 375.00 990.48 1485.71 2631.15 375.00 SUBTOTAL 7958.5 7956.53 TITAN Earthwork, LLC 0004:0005 Page 1 of 1 Consolidated Supply Co. P.O. Box 5788 Portland, OR 97228 QUESTIONS ON THIS INVOICE 253-848-9337 1172 1 SP 0.500 E0004 1000 02445016001 S2 P4221109 0002:0003 IJI'Ill'II'lIJI(IIII1d19IuI"III4IIIII1I111�1���1111,��111�' TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC WA 98047 283172 ELECTRICAL BOXES OR ERAWR IViilYp��rv�gPi�i,m� IIiuE Benno Ferrier Puy iIIdIYf tlluuu pIY�,�iC HilV�dlhl�i,�lli �i �IiI,M�' "Ul 1 rttu�IlPl�l"M(�flfurin(lilrliiiu�ti �vulr<n���I�dYil'�u riaN Uo m� go�y�vu�� ^TYPE 8 30X24 t9/ DOUBLE NON SKID LID PIARKED TS WITH FOOTING and strap *Special - Subject to Restock Fee* "'�M"�l1i�111 dRl��"Il�il(lllgplll OT OUR TRUCK 1156963 SHIP TO: 1NVOIC ICE,NUMBE1 ; S8209074.004 CONSOLIDATED SUPPLY PO BOX 5788 PORTLAND OR 97228-5788 TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK EAST & STRANDER BLVD CITY OF TUKWILA TUKWILA WA 98108 cdN1�sl�Wll r'ra diQ,,HOME BRANCH ,I'! Benno Ferrier Puyallup ^;r Illirl '11 I 1711 uµr .1', 05/02/17 SAVE TIME AND MONEY WITH OUR FREE E-BILLING SERVICE 04/21/17 1516.667 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 today! Invoice is due by 06/30/17. �P��,ivJnuil ��711�f r1 P�rlw±ryvP�{�lijltl ��p�;P{+u� 1516.67 1516.67 0.00 1516.67 0002:0003 Page 1 of 1 Consolidated Supply Co. P.O. Box 5788 Portland, OR 97228 QUESTIONS ON THIS INVOICE 253-848-9337 69 2 SP 0.870 E0089 10560 02428135041 S2 P4197755 0004:0009 011401011lll.Bil4n,,I,I,Ii11141,114I l,Illllll . TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC WA 98047 283172 ELECTRICAL BOXES ORDER_WRITER Benno Ferrier Puyallup FOG-TITE #2 CONCRETE METER BOX BODY ^FOG-TITE #2 STEEL SOLID METER BOX LID, H10 TEMPORARY LID TO ALLOW FOR 2 WEEK LEAD TIME ASSOCIATED WITH SPECIAL ORDER SKID NOT COATED LID - NON RETURNABLE OT OUR TRUCK SHIP TO: INVOICE INVOICE DATE I INVOICE NUMBER 04/25/17 88209074.001 PLEASE REMIT PAYMENT TO, CONSOLIDATED SUPPLY PO BOX 5788 PORTLAND OR 97228-5788 ENRC4I.1rolENT TKiEN VRK HMM GFK TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK EAST & STRANDER BLVD CITY OF TUKWILA TUKWILA WA 98108 Benno Ferrier Puyallup SHIP DATE ORDER DATE 04/21/17 SHIP QTY UIM NET UNIT PRC NET AMOUNT 1005999 1056948 1 We re growing... Consolidated Supply Co. Is adding an additional branch to serve you. Our new branch will open February 27th, 2017 Conveniently located near PDX Alrport, 1-84 and 1-205 5536 NE 105th Ave, Portland Oregon 503-906-3321 Invoice is due byifitaVed MAY 0 3 2017 4211YJI7FG12 AM G1007001 MATT FRLMO ea 66.129 66.13 264.664 264.66 SUBTOTAL FREIGHT SALES TA c 330.79 330.79 TITAN Earthwork, LLC 0004:0009 Page 1 of 1 Accrue use tax 1729 OT OUR TRUCK Consolidated Supply Co. P.O. Box 5788 Portland, OR 97228 Mai Voackuicui QUESTIONS ON THIS INVOICE 253-848-9337 13581 SP 0.50D E0009X 10011 D2554207808 S2 P4348818 0001:0001 IIIII+iii��ln��nil>,rr+Illrlllllnlr+�rl�lll�+rllliilililirl++I MI TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC WA 98047 283172 CUSTOMER ORDER NUMBER I ORDERED BY ELECTRICAL BOXES Benno Ferrier Puyallup DESCRIPTION' ^CUSTOM NON SKID #2 METER BOX LID WITH READER DOOR *Special - Subject to Restock Fee* ITEM NUMBER 1156963 SHIP TO: INVOICE DATE INVOICE INVOICE NUMBER 06/12/17 S8209074.006 PLEASE REMIT PAYMENT T0: CONSOLIDATED SUPPLY PO BOX 5788 PORTLAND OR 97228-5788 NROLLMSNT TOKEN VRK HMM GFK TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK EAST & STRANDER BLVD CITY OF TUKWILA TUKWILA WA 98108 Benno Ferrier Puyallup SHIP DATE I ORDER DATE 06/12/17 04/21/17 SHIP BRANCH SHIP QTY U/M NET UNIT PRC NET AMOUNT 564.516, 564.52 SAVE TIME AND MONEY WITH OUR FREE E-BILLING SERVICE We now offer a -mall 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@consolldatedsupply.com or by phone at (503) 908-3237 & get set up todayl Invoice isad1/17. JUN 16 2017 SUBTOTAL FREIGHT SALES TAX 564.52 564.52 TITAN Earthwork, LLC 0001:0001 Page 1 of 1 Consolidated Supply Co. ** Quotation ** Send P/0 To CONSOLIDATED SUPPLY CO - PUYALLUP 2203 INTER AVE SUITE A Bid To: TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC, WA 98047 Phone # : 206-325-3004 Bid-Date—Expr-Date—Writer 04/21/17 05/21/17 Benno Ferrier Quantity Description Bid #: S8209074 Page #: 1 Phone ## : 253-848-9337 Ship To: TITAN EARTHWORKS ANDOVER & STRANDER ANDOVER PARK EAST & STRANDER BLVD CITY OF TUKWILA TUKWILA, WA 98108 JOB: ELECTRICAL BOXES Salesperson Puyall Benno Ferrier Puyallu NOTE : BELOW BOXES ARE APPROXIMATELY 3 DAYS OUT. IT MAY BE POSSIBLE TO EXPEDITE FOR AN ADDITIONAL CHARGE FOR MANUFACTURER OVERTIME EXPENSE. BELOW PRICES DO NOT INCLUDE ANY OVERTIME CHARGE. 5ea TYPE 1 17"x22" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP BLANK *Special - Subject to Restock Fee* 2ea TYPE 1 17"x22" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP MARKED TS *Special - Subject to Restock Fee* 3ea ATYPE 1 17"x22" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP MARKED LT *Special - Subject to Restock Fee* 3ea ATYPE 2 22"x33" BOX W/ NON-SKID LID, 12" DEEP WITH PENTA SCREW AND GROUNDING STRAP MARKED TS *Special - Subject to Restock Fee* NOTE : BELOW VAULT IS APPROXIMATELY 3 WEEKS OUT. lea ATYPE 8 30X24 W/ DOUBLE NON SKID LID MARKED TS WITH FOOTING *Special - Subject to Restock Fee* Ship Via Unit Price Ext Price 495.238ea 495.238ea 495.238ea 877.049ea 2476.19 990.48 1485.71 2631.15 1516.667ea 1516.67 *** Continued on Next Page *** .. Reprint .. Reprint .. Reprint .. Reprint .. ** Quotation ** Bid #: S8209074 Page #: 2 TITAN EARTHWORK LLC Quantity Description Unit Price Ext Price NOTE : BELOW METER BOX IS QUOTE IN PLACE OF THE 29X31 METER BOX AS THAT SIZE BOX IS NO LONGER AVAILABLE. THIS BOX WOULD BE THE STANDARD BOX TO FIT A 2" METER. CUSTOM LID IS APPROXIMATELY 3 WEEKS OUT. lea FOG-TITE #2 CONCRETE METER BOX BODY lea CUSTOM NON SKID #2 METER BOX LID WITH READER DOOR *Special - Subject to Restock Fee* lea 'FOG -TITS #2 STEEL SOLID METER BOX LID, H10 TEMPORARY LID TO ALLOW FOR 2 WEEK LEAD TIME ASSOCIATED WITH SPECIAL ORDER SKID NOT COATED LID - NON RETURNABLE 1MC DELIVERY CHARGE 66.129ea 564.516ea 264.664ea 66.13 564.52 264.66 375.000ea 375.00 Bid Total 10370.51 Bid Amount 10370.51 .. Reprint .. Reprint .. Reprint .. Reprint .. From: Chris Pierce Sent: Tuesday, April 25, 2017 8:33 AM To: Mike Ronda Cc: Tyron.Bardwell@aecom.com; Shinsato, Jamie (Jamie.Shinsato@aecom.com); Katrina Walker; Mel White; 'jeffrey.vaughn@aecom.com' Subject: RE: Bid S8209074 PO# ELECTRICAL BOXES Attachments: S8209074-0001_11496.pdf Mike, I spoke to Mel and it sounds like we would have some more labor associated with switching out these boxes. I know you recognize that grey areas caused by your plan callout and M&P for these items blur a few lines here. As a result of the efforts that we are all making to get past this issue, and in recognition of the efforts you made to make this as low -impact as possible to TITAN and the project schedule, we don't have plans to do anything other than seek reimbursement for the boxes in the attached along with contract markup. The only thing I would see that might make it onto an EWO is some work associated with the Type 8 JB in the ADA ramp at the NE corner of Strander and APE since this extra work will likely be incorporated into how that area is tracked on a field resource tracking sheet. Katrina, would you please issue a change estimate for the attached with our markup included and submit/track accordingly? Thank you, Chris Pierce TITAN Earthwork 1585 Valentine Ave SE • Pacific • WA • 98047 253-720-0523 (M) 253-863-0928 (F) Original Message From: Mike Ronda[mailto:Mike.RondatTukwilaWAovj Sent: Monday, April 24, 2017 3:43 PM To: Chris Pierce <chris.pierce tiitanearth.com> Cc: Tvron.Bardwell@aecom.com Subject: Re: Bid S8209074 PO# ELECTRICAL BOXES Chris, You are go to order. Does tomorrow's delivery work with SW placement schedule? MER Sent from my iPhone > On Apr 24, 2017, at 3:02 PM, Chris Pierce<chrispierce,,ta?titanearth.corn> wrote: > > Mike, > Please see attached quote (less TITAN markup) per our discussion. This is currently set up to for our supplier to run around and pick up these materials from several places in the morning and bring them to us on two separate trucks. As discussed, I would like to be as courteous as I can about cancelling this with as much notice as possible if your team wants to go another direction. As such, please let me know as soon as you can if this is not the direction your team wants to go. > Thank you, > Chris Pierce > TITAN Earthwork > 1585 Valentine Ave SE • Pacific • WA • 98047 > 253-720-0523 (M) 253-863-0928 (F) > Original Message > From: Benno Ferrier Imailto:bbeenno ferries cansol,idatedsuciol r.com > Sent: Monday, April 24, 2017 2:57 PM > To: Chris Pierce <chris.piercePtitanearth.com> > Subject: FW: Bid S8209074 PO# ELECTRICAL BOXES > Benno Ferrier J Account Manager > 2203 Inter Ave, Suite A, Puyallup, WA 98372 > 0: 253.848.9337 I M: 253.254.3286 I F: 253.848.1113 www.consotidatedsupply.com www.theflxturegallerv.com > > Original Message > From: benno.ferrier@consolidatedsupplv.com[maaiIto:benno.ferrier2consolidatedsuouly comi > Sent: Monday, April 24, 2017 2:49 PM > To: Benno Ferrier<benno.ferrier(Wconsolidatedsupplj com> > Subject: Bid S8209074 PO# ELECTRICAL BOXES > <S8209074-0001_11496.pdf> Phre/at-i'a-A pc w'IY- Shinsato, Jamie From: Mike Ronda <Mike.Ronda@TukwilaWA.gov> Sent: Thursday, April 20, 2017 6:06 PM To: Chris Pierce; Mel White Cc: Katrina Walker; Michael Cusick; Bardwell, Tyron; Vaughn, Jeffrey; Shinsato, Jamie; Scott Bates; Jeff Heglund; Scott Mitchell Subject: J-Box Count and Rubber CB/MH Riser Specifics Attachments: Rubber Lid List.pdf; JBox List.pdf Chris, It took a while to pull together the specifics but attached are my notes for the type/size and location of the drainage/sewer structures that we would like you to add the 1" rubber riser to and the J-boxes that need to be addressed with some type of ADA compliant lid. The Rubber Riser count is at 19 MH's and 5 CB's but it's possible l missed a couple. I would like pricing and availability for 20 MH rings and material for 6 CB risers (my understanding is that these need to be built in the field using strips of the rubber material). Assuming these are pretty close to our $50 each number we were kicking around last week lets get these on order. If we have any extras we will pay you for them and take them into inventory at the end of the job. For the J-box lids, I made the following determinations. Most of the lids that are in disturbed sidewalk (outside of the ADA ramps) are outside of the normally traveled walking path and don't require the same level of slip resistance as the ones in the ramps down at Strander. I still have internal resources looking for a product that will meet all needs but in the meantime I have differentiated the "critical boxes" from the other boxes that aren't as critical to help you determine your scope. The ones that I think will require a SlipNot type equivalent I have labeled "ADA Coating". For the others, I am just calling them "Slip Resistant". If we can find all the boxes readily available and at a reasonable cost these may both have the same coating. If not the slip resistant designation can be a lesser grade coating system. We are using the SDOT criteria for level of slip resistance required (0.8 for ADA and 0.6 for other accessible lids). The products we have been finding on the open market seem to have no problem meeting either of these friction coefficients so I am hopeful that we can find something that can be used for everything. In general, my review found that there are several grades of boxes out there and several of the newer FO/COMM boxes already meet the slip resistant standard. These can be reused and adjusted to the new sidewalk grade without procuring a new box. For the others we need to procure new boxes and/or find a coating solution that works for the specific installation. If a box is not in either a sidewalk or any other walking path we can just reuse the existing box and adjust to final grades (this happens just off the edge of our ADA ramps and other sidewalk removals in a few places). For the larger TS (Traffic Signal) box (the 30x44) we would like a new box that has a split lid. I believe DOT calls these a Type 8 box. All new boxes should have a locking lid. I'd like a cut sheet for what you can find at the 22x33 size. The other item I found is that the Tukwila Logo already has a slip resistant pattern and I don't think we need anything special for these (other than the new lid). One of these already has the Tukwila Logo cover on it and we can just reuse it. Other odds and ends from my investigation included at least one lid that is labeled Drain but is on one of the new sewer MH's and a couple of new MH lids that have the City of Kent logo on them. I'm sure you already know this but we will need to pay special attention to getting the right lid on the right structures when we make the final adjustments. Please use this information to try to procure appropriate materials and let me know if you hit any snags. I am hopeful that the rest of the team can give you some additional guidance on the coating options tomorrow but if not please check with your suppliers and see what is available using the information previously provided. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tulgwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 MiNe.Ronda@tuk;wilawa.gov I www.tukzwilawa,aov **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. 2 J-Box Type Blank Blank - TS TS TS Blank —TS 'Blank LT r-- TS 'Blank MH Lid TS Meter Box LT MH Lid LT Treatment ADA Coating ADA Coating ADA Coating ADA Coating ADA Coating ADA Coating ADA Coating Slip Resist Slip Resist Slip Resist Slip Resist CoT Logo Slip Resist Slip Resist Slip Resist CoT Logo Slip Resist Size 17x22 17x22 22x33 22x33 22x33 17x22 30x44 17x22 17x22 17x22 17x22 MH 17x22 29x31 17x22 MH 17x22 General Location 0-70 LT 0-70 LT 0-50 LT 0-50 LT 0-45 RT 0+35 RT 0+45 RT 5+60 RT 5+60 RT 6+25 RT 6+25 RT 6+70 RT 6+75 RT 7+05 LT 9+50 RT 13+05 RT 14+00 RT Co AcccP Shinsato, Jamie From: Bardwell, Tyron Sent: Wednesday, March 14, 2018 3:14 PM To: Shinsato, Jamie Subject: FW: Bid S8209074 PO# ELECTRICAL BOXES Original Message From: Chris Pierce mailto:chris.pierce@titanearth.com Sent: Monday, April 24, 2017 3:49 PM To: Mike Ronda Cc: Bardwell, Tyron; Mel White Subject: RE: Bid S8209074 PO# ELECTRICAL BOXES Thanks for the rush Mike. I think it will work out in time and if it doesn't, it will be close enough that Mel says he can make adjustments to accommodate. Chris Pierce TITAN Earthwork 1585 Valentine Ave SE • Pacific • WA • 98047 253-720-0523 (M) 253-863-0928 (F) Original Message From: Mike Ronda [mailto:Mike.RondaTukwilaWA. Sent: Monday, April 24, 2017 3:43 PM To: Chris Pierce <chris.pierce(A?titanearth.com> Cc: T ron.Bardwell aecom.com Subject: Re: Bid S8209074 PO# ELECTRICAL BOXES Chris, You are go to order. Does tomorrow's delivery work with SW placement schedule? MER Sent from my iPhone > On Apr 24, 2017, at 3:02 PM, Chris Pierce <chris.oierce@titanearth.com> wrote: > Mike, > Please see attached quote (less TITAN markup) per our discussion. This is currently set up to for our supplier to run around and pick up these materials from several places in the morning and bring them to us on two separate trucks. As discussed, I would like to be as courteous as I can about cancelling this with as much notice as possible if your team wants to go another direction. As such, please let me know as soon as you can if this is not the direction your team wants to go. 1 16-111(f) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 06 DATE: 03-23-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 (k PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: - NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change formalizes revisions that were directed in Field Directive #8-9. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above ,specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 'blv�lit ` Contractor: 'Titan Earthwork By '' ) Title _pQO cr. 1j311%p Q_ $ 3,504,684.14 V APPROVED BY THE CITY OF TUKWILA $ 149,800.89 ✓ Date ✓ ! 8 Original Contract (without tax) Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT $ 112,245.00 / By $ 3,766,730.03 Previous Contract Time: 196 Additional Contract Time for this Change Order: 0 Updated Contract Time: 196 RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) ayor - A City Engineer cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File /s cf'a p6iNi9S (11/2014) EXHIBIT B City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433-0179 FIELD DIRECTIVE 008 To: Titan Earthwork Date: 4/28/17 Project Name: APE Water Main & Sewer Replacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce Contract No.: 16-111 Work to be performed: The Contractor shall perform work for concrete curbs, sidewalks, and driveways in accordance with updated plan sheets 15-17 included in this Field Directive. Updates include repair of broken curb and sidewalk, replacement of rolled curb sections, and replacement of driveway approaches. Reason for modification: Prior to commencement of concrete work, the City reviewed existing site conditions compared to contract concrete work. During the review, the City determined that some concrete work on contract plans was not needed, and other locations required repair or replacement and was not in the original contract. Work under this Field Directive modification will be accomplished: tgz On a unit price basis. Work will be paid via combination of contract unit bid items such as "Remove and Replace Sidewalk and Driveway' and "CSTC". New items are to be included in future change order. Contractor damaged items are included in the lump sum item, "Restoration and Cleanup". See tables for quantity breakdown. Eli With work to start immediately. With no change in contract completion date. Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: may, Contractor's Rep — Name Approved by: Verified by: Title Date City Construction Engineer Date City Construction Inspector Date p:/formslfield directive FIELD DIRECTIVE 008 QUANTITY BREAKDOWN ADDED WORK Item No. Description Quantity Units Unit Price Amount EXISTING ITEMS R2 Hot Mix Asphalt (HMA) 25 TON $87.00 $2,175.00 R6 Remove and Replace Curb and Gutter 550 LF $65.00 $35,750.00 R7 Remove and Replace Sidewalk and Driveway 190 SY $120.00 $22,800.00 R9 CSTC 80 TON $27.50 $2,200.00 R11 Pavement Sawcut 110 LF $3.00 $330.00 Total $63,255.00 NEW ITEMS New Item Property Restoration 10 SY Landscape FA TBD New Item Extruded Curb 150 LF TBD CONTRACTOR RESPONSIBILITY Item No. Description Quantity Units Unit Price Amount G5 Restoration and Cleanup: Includes the following items: Remove and Replace Curb and Gutter 250 LF $65.00 $16,250.00 Remove and Replace Sidewalk and Driveway 40 SY $120.00 $4,800.00 CSTC 10 TON $27.50 $275.00 Total $21,325.00 p:Horms/field directive Green - City Reopens)blllty Red - Contractor Damage ( LOCKING) ANDO PARKEASIj ;IEEE STRANGER RAMP CEDE m (NOT =KMG) W CO CO W LL Q Replace ,ELF curb and puller end kewaD far FM. x 2 CASH AND CARRY 230 MOWER PARR EAST 200 ANOOVER PARR EAST I CO 03 2' GRIND AND OVERIA 'FM.) ) .ia N ®- *place banowa. la 25' Curb one gutter ter *ante and Beale replacement and *Hatt to ADA Ramps. 30 Reelwe 15' dews* and 40 CtabWCulleernete ;berg cendipal. 1DEO OHLY 230 NIL/OVER PARR FAST Set new pleb end gdki et new dreewey 999.P7T, ONulepp,aachwi00 is21' tlw 1J.13 NEW whips Per COT Stmtard).Alsn 0' PVC (EW) K ,0., J* 2 radace curb. gutter and skw. e* nested do N In to Abele, slam ABSHER DEVELOPMENT Coa4i,ate FIontel Improvements MIN Dea1per la' N ANDOVER PARK EAST fir • NANA-' .. _ Replace 10LF Dub Than le Tontre1er ANDOVE! PLACE Replace 20 LF INN M paten, R.pbce 12' sidewalk. Replace 20535' and 12a1' section boSlad sidewalk es we0.Due le tie In le water, DELETE DRIVEWAY APPROACH PARK.. Replace 10 curb end gutlar,115 sidewalk. 2W0 KRER1 LEE STRUIDER ROANE EC. S10RLN Regeae 15LF curb. gutter. end sidewalk. Water Install. REMOVE EL 5T011M CB LAGRO 1---1 ▪ 2' CRPN N10 OVERLAY REPIACPLEM - SEE el Lam mwm.m.m with Deve4pv 1. DMUMS All AFFECTED SURFACE UMS AND '^^ MONUMENTS TO GRADE MIEN OVERLAY. • 2. STATIONING UNE SHOWN IS APPROXIMATE. I~{I 3. RdOVE PLASTIC Suety , ARROWS, AND LANE MARKERS W PRKIR TO OVERLLr. 4 e0 -.Arc • ROAD RESTORATION CONSTRUCAWH1EY NOTES Replsos co.... 20. ' HI REPLACE CURB RAMP D SURROUNDING 9E SECTIONS - REFER TO SHEER 16 AND 19. 0 coo AID 0000.6). mins. O voyeur LIVE O auto MONUMENT. OREPLACE DRIVEWAY PER CRY OF TUKWI A STANDARD DETAIL RS-09. MEET 20. NeDlace 0RAem ante end gutter. 10LF Remove end replace curb. 11). Rao 'Ke a.•• and eleovn0. (WDer De e. IFLF City espons dory. 20 IF M City responsibility. Regime 101E cub and gutter. Contractor Replace 1673' area behind aldew4D. Contractor damage. HNANCE Replace 2OLF curb. gutter. skew.* per pen (sewer Ile In). Replace 20LF curb, gullet, sew rbedplan I k). 'NARY FA51 Replace 20LF nab and gutter. C6y lesp0NO®y. co O m 100 W RREPIKi 1RAFi1C23. �PER CITY OF nnEWLLA STANDARD Remove oM rep ca 20 curb. EET 20. utt reroaldeLaD. 10 IF AND X. SANITARY SEWER U05, TM. - REFER 10 b contractor damage. Related b 4E1WER AND WATER PLANS SHEETS 5 A 9. Air tram water insu Ew-3ECTIONS OF CURB AID Q1T1ER. SIDEWALK AND/Oft MATRA,' AFIECIED BY 11ff STORK STRUCTURE • CONSTRUCTION. IISTHL STORM ORAN MARKER PER DIAL W SEE SHEE 4D W Z J 0 STORM DRAMASE KEY NOTES A REPLACE EX. LD-HD-FRAME CASTING WRN VANED • GRATED LW PER CRY 1URWIIA STHNDARO DRAT 1:6-06 IM SHEET 22 AND FRAME PER WSCOT STANDARD PAN B-30.10-01 N SHEET 21. A RFPIACE EL ID-HID-FTAAIE CASING WIN SOW • REC1AIa2U1AR UV PER CRY OF T1AfWU STANDARD DETAI6 05-04 N SHEET 22 AND FRAME PER WSU01 STAMM) PLAN 8-30.10-01 DI SHEET 21. REPLACE SOLD ROUND UO• PER CRY 0P 1UK1RLA a_N STANDARD DETAIL OS-09. SHEET 22. REPLACE FR NE AS NECESSARY. A INSTALL TYPE-2 WO CB WITH VANED CRATED UV LdA RN 2153 IE 17.73 Ot 12' RCP (IV) lE 17.93 12' RCP (S) FIELD EAST. 0 OW RT ELEVATION OF al 12' RCP TO THE EASE. CORE DRILL STRUCTURE 11) RECONNECT. REMOVE THE E ISTNG AD ACE T CATCH EMSN (WEST) REMOVE AHD REPLACE EX. FULL SECTIONS OF PIPE 5 WRH SANE INTERIM (203 LF 12'0 NEW RCP). • CONTACTOR TO PROVIDE LOCKS ON ALL UDS UNLESS 01NER9Lg Norm ON DIE PANS, (1YP.). CONFORMED SET mcae1 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- see. ; Nee NEN ••••• I ONI OW_ eaw•,mcesn .ewvpam• ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS R.O.W. RESTORATION 8 STORM UPGRADES PLANS, STA 0+00 (STRANDER BLVD.) - 8+20 • : 15' 5413f0 Apr. N Norco AWAY Nma -= JO ui3 8 Y 51 1 ! i i i iii i !i 1 1d31 M0138 133118 338 - OL•Lt 3NIIHOIVW . Pit gg ag o`b_ a RE a 9EE ES tti§! 1rdesgdddFdd eg LE 8 . 6av ft.. ft... vzere Q Q SD tvra ocoi gil Lt 133H8 338 - O8•0 3NI1HOIVW a I H • AS 8 1H0itl 3AO8V 133H8 338 - OL•Lt 3NI1HOIVNI MICR �g1PeA1 OM * 1 1 J :12 co 899 899 o) co z .71 0 X • Replace 10LF curb. 5940or. end sidewalk Ior De In per EDT. Repfece 7LF -sidewalk curb. and gutter per rehroted FH on F07. • -r- stoo • Ropiest 80 LF and putter. Confinu Pan from heet 18. 10002. 101 MOM', PART LAST N , ;a j• , ...„„, --- _At— - ,/ P , i 1 , ... il 1, • . -. --......._._ 111,....4.../11r-0 ,/,' 110 , ..- ANDOVER PARK EAST: .• . • • ', 1 ' .,/ . it II ,,," • • ' . , 0 I I I T ....T-' / t / .‘ ... ,.... 21 0...) ,._:•,-........__•_421 SO • 74-Z" • " ' • 0---; • • k•Nis"),-n)V-‘•• ' • Co—:" \-60" SPU, WATER LINE 7. 7 1)2 ANDOYER•gta FOC< COPY — .-6-- 4D)-- rReptAce 4 .044110 ttivrom Approval abet water stub. Maude Asphalt tronsltion. Instal, ,rtnxied curb. '----conno VALVE TO FIRE snips TO MET „ 1 60" q • ,,4" \ `AN vw2ANT 501 11120IL5 PARLWAY HOLIDAY INN EXPRESS DEVELOPMENT CoorOnsle Rorke Imployements wIth DevelopeT PUBLIC WORKS DEPT. -ENOINEERINO-STREETS-WATEA-SEWERPARKS-BUILDING- •••• OSA 98,00008, 4.21.201,11.4a141.0 0.111.44n1 I RN, Ibtore, mt..* 44.41c.44.4 MOM copto Apro OVERLAY - I IDTAL PAVEMENT REPLACEMENT - SEE glagagstigna 1. AlMLIST ALL Lt. SURFACE vninn 100 MONINDITS TO GRADE AFTER MERLON. STATIONING UNE SHOWN 5 APPROXIMATE. 0. REMOVE PLASTIC SWIPES. ARROWS. AND LANE NARNER5 PRIOR TO OVERLAY. )1()AOFNEMOKOLIZZIOnzzu 0 con APO OVERLAY MTS. 0 soon umE 0 roscr MONUMENT. - 0 REPLACE DRNEWAY PER CITY OF TUKVIIIA STAND9040 DUAL RS-09. MOTET 20. REPLACE TRAFFIC LOOPS PER CITY OF TUKWILA STANDARD ,11/ DETAIL RS-28. SHEET 20. OMULE CC SWUM' SEwER LIDS. - REFER TO SNITTARf SEWER AND WATER PLANS SKEETS 5 TO 9. OREMACE SECTIONS OF CURB AND GUTTER. SIDEWALK AND/OR ORNEWAY AFFECTED BY TYE STORM STRUCTURE CONSTRUCTION. INSTALL STOMA DRAM IMRKER PER DETAIL CONFORMED SET ORE YOU mason SA. 0a4 EB HMO '2Ze 40 Stale ett ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS R.O.W. RESTORATION & STORM UPGRADES PLAN, STA 17+30 - 21+50 (TUKWILA PARKWAY) Ye 0200400 Mt come1/4 412017 �-STA 0+60.1, -15.B' RT. // 5 BC-O., TCH2 iDM46 N INURE BUTTON PEDESTRIAN LRION PUSH B 1 - BCe22 B7 �� TC-2337 BC-22.97 TC-2347 DEPRESSED SECTION CROSS AND RUb2ND SLOPES 2K NM, -® 3 LLL tLLLL LLLLLLL I.LLLLLLL ELLLLLL �LLLLL LLLLLL CLLLLL,) Tb FtT 1 I STRANDER BLVD. (S. 164TH ST) ' NE CORNER OF ANDOVER PARK EAST AND STRAN DER BLVD. _ ID DIMENSION, ELEVATION, SLOPE NOTE NORTHING FASTING A 23.10 FLOWLINE ELEV(TOP 0FCU R8 ASSUMED FLAT) 169526.57 129004.45 B 23.20 FLOWLINEELEV(TOP OF CURB ASSUMED FLAT) 169523.27 1290006.29 C 23.77 SIDEWALK CURB AND GUTTER TIE IN 169518.84 1290017A2 D 23.93 SIDEWALK TIE IN _ 169524.37 129001957 E BC=23.29, TC=23,79 BOTTOM OF RAMP 169528.61 1290012.27 F _ BC=23,39, TC=23.89 BACK OF SIDEWALK 169534.08 1290016.21 G BC=22.97, TC=23,47 BACK OFSIOEWALK 169544.95 1290006,24 H 23,38 SIDEWALK TIE IN 168546.04 1289998.21 _ BC=22.71,TC=23,21SIDEWALK CURB ANDGUTIER TIE IN 169543.35 1289992.35 I _ 22.78 FLOWLINE ELEV(TOP OF CURB ASSUMED FLAT) 169537.88 1289995.19 K 22.88 FLOWLINE ELEV (TOP OF CURB ASSUMED FIAT) 169533.71 1289998.01 L BC=22.87, TC=23,37 BOTTOM OF RAMP 169541.45 1290000,73 51 8.7 @ 8,0% RAMP SLOPE (MAX 8.33%) . 52 6' @ 7.2% RAMP SLOPE (MAX 8.33%) 53 15'@ 1.9% RAMP SLOPE (MAX 2.00%) stitte s 1-6= -*toy* rakubitc W$ 11, LCC ' ltol;S stkOoM • - Rater (oIJ.OuAT ff-aPM. Pp$14 'fb MZc0 T rpe PUBLIC WORKS DEPT. -ENOINEERINO-STREETS-WATER-SEWER-PARKS-BU ILDINO- I 1273MKOTHIWaL 5.140 199anOHO, A 125u, 11.m.N7.w1 ..._ CIS i�urnl IW:Ia)61vay CONSTRUCTION NOTES: 0 INSTALL CEMENT CONCRETE CURB AND GUTTER PER W500T STANDARD PLAN F-10.12.03 O INSTALL CURB RAMP USING WSDOT STANDARD PLANS F-40,1202 AND F40.15.02 AS A GUIDELINE WRN ALIGNMENT AND GRADES PER THIS PLAN. CEMENT CONCRETE SIDEWALK SHALL BE PER W500T STANDARD PLAN F-30.10.03 O INSTALL. DETECTABLE WARMING SURFACE PER W500T STANDARD PUN F-AS.10.01 TIE INTO EXSTING 51DEWLK AT GRADE, SAWCUT 0R REMOVE TO CLOSEST D(PANSON J01M 0 :LINO) 09JOINT CIS 15DNG CURB AT GRADE. SAW0R REMOVE TO CLOSEST GPALIMON © DEMO AND REMOVE 6g5TING CEMENT CONCRETE CURB AND CUTTER Q DEMO AND REMOVE EXISTING CEMENT CONCRETE NRB RAMPS Q OEM0 AND REMOVE Fannon SIDEWALK 0 SAWCUT AND RESTORE PAVEMENT TO MINIMAL LIMITS FOR CURB RAMP CONSTRUCTION, ALMA CL 1/2'. PG 64-22, PER DETAIL 1, SHEET 20 ADJUST EXISTING MUTES TO GRADE AS NECESSARY. PROVIDE NON-5W0 COATING TO ALL LIDS AND COVERS. 0 INSTALL PEDESTRIAN CURB PER WSDOT STD. PLAN F-1012-03 © INSTALL CURB .03 AS ARN909 CEMENT KWTSHDOAILISGTNAMNEONTAROANPDUNCRSISFE-S40PF1R2.093 6A5 NPDLAN, CONCRETE SIDEWALK SMALL BE PER WSDOT STANDARD PLAN F-30,10.03 ® PEDESTRIAN CURB PER V500T 5T0. PLAN F10.12.03 GENERAL NOTES: 1. CRY STREETS SHALL 8E KEPT FREE OF DEBRIS AT ALL TINES CONTRACTOR TO SWEEP STREETS AT THE END OF THE DAY. 2. VEROGL SURVEY DATUM WAS BASED ON TINE CITY OF TUKWILA VERTICAL DATUM (NCVO 29). 3. GRATINGS, ACCESS COVERS, UNLIT, OBJECTS, AND OTHER APPURTENANCES VENN THE PE0E51NLW ACCESS ROUTE SHALL HAVE SUP -RESISTANT 4. ,MERE EXISTING SIDEWALK (TO BE 0E0 INTO) CROSS -SLOPES EXCEED 2JL, A TRANSITION PANEL OF MAY 2X TO MOM GRADE SHALL BE CONSTRUCTED. 5. ALL PEDESTRIANS. INCLUDING THE DISABLED, SKIVED BE FRONDED WITH SAES, ACCESSIBLE. AND REASONABLY CONVENOR PATH5 .AT 8014001E, AS NEARLY AS PRACTICAL THE MOST DESIRABLE CNMACIERISIICS OF THE EXISTING PEDESTAL. CIRCULATION FACILITIES WHEN TEMPORARY 841300C CONTROL ZONES ARE PLANNED AND SET UP. TEMPORARY TRAFFIC AND PEDESTRIAN CONTROL DEVICES SHALL BE UTILIZED AS SET FORTH BY THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MOTW) FOR THE DURATION OF ENE WORT( ZONE ACTIVITIES. 0 2.5 5 10 HORII. Scale 1n FNI CONFORMED SET ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS R.O.W. RESTORATION & STORM UPGRADES STRANDER BLVD INTERSECTION 27 MN AUGUST2016 0 STRANDER BLVD. (S. 164TH St) BC.23.0 TC.23 5 DEPRESSED SECTION CROSS - AND RASING SLOPES 2X MAX. BC•23.22 TC=23.12 FUTURE PEDESTRAN PUSH BUTTON ATTACH TO SIGNAL POLE' (36 2331 �L39-)70 � RE PE c L' LLLLLLLJ \ LLLLQ \_LLL \LLL"-OO \LL Te tAcOart0t4 $ I I NW CORNER ID DIMENSION, ELEVATE/N.51OP OF ANDOVER PARK EAST AND 590001DER BLVD. NOTE NORMdG FASTING A 22.53 FLOWUNE ELS/[TOP OF CURB ASSUMED FIAT) 165536.16 1289920.85 B 2256 FTOWU509 EV(TOP OF CURB. w910 FIAT1 165560.23 1289923.42 C 6C=22.99. TC=2351 BOTTOM OF RAMP 2695N6.68 1289912.07 D 23A2 TOP OF RAMP ELEV 165551.68 2289921.10 23.23 iOPOi RAMPELEV 16955391 128.1915.33 F BCA13.12.TC_29.62 BOTTOM OF RAMP 90954721 128991159 G 23.99 TOP OF RAMP ELEV 369536.23 1389B966B H 33A5 TOD OF RAMP ELEV 1695309E 1189899.19 BC=23.1, TC•23.65 BOTTOM OF RAMP 169535.66 1289903.21 2292 FL0INLINE ELEV(TOR OF CURB ASSUMED FIAT) 169525.86 128991253 X 2292 FLO6UNE ELEV[TOP OF CORSA55UME13 FLAT) 69531.87 128991090 l BC=23.22, TC:23.72 OTOM OF RAMP 169510.38 126990631 51 10.5E 5% RAMP SLOPE )MAX E33%) TS E 23% RAMP SLOPE (MAX 6.33%) S3 8'E1.5% RAMP SLOPE(MAX2.0011 b 7.6'E1.5% RAMC SLOPE IMAX 200%) - ?cure coMptu. TQ S-sot 4044 PUBLIC WORKS DEPT. -ENGI NEERING-STREETS-WATER•SEW ER-PARKS-BUILDING- WASPO1 63 0515.Letl5awy(Sawn Twos sm. Wa-WB mm CONSTRUCTION NOTES: QIit 0691611E D] CEMENT CONCRETE CURB MD GUTTER PER WSDOT STANDARD PLAN1 O INSTALL CURB RAMP USING WSDOT STANDARD PLANS F-40.12.02 AND F10.15.02 AS A GUIDELINE WDN AUGNMEM AND GRADES PER TWS PLAN. CEMENT CONCRETE SIDEWALK MALL BE PER WSOOT STANDARD PLAN F-30.10.03 0 INSTAL DETECTABLE WARNING SURFACE PER W5DOT STANDARD PUN F-45.10.01 TIE INTO EX1511NG SIDEWALK AT GRADE, SANCTA OR REMOVE TO CLOSEST EXPANSION JOINT 0 TIE INTO COSTING CURB AT GRADE. SAW'CM OR REMOVE TO CLOSEST EXPANSION JOINT © 0E1/0 AND REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER O DEMO AND REMOVE EXISTING CEMENT CONCRETE CURB RAMPS 0 DEMO AND REMOVE EXISTING SIDEWALK 0 SAVIOR AND RESTORE PAVEMENT TO MINIMA LIMITS FOR CURB RAMP CONSTRUCTION, NIA CL 1/2•, PG 64-22. PER DETAL 1, SHEET 20 ® ADJUST EXISTING MUTES TO GRADE A5 NECESSARY. PROVIDE NON-SKID COATING TO ALL LIDS AND COVERS. Q INSTAL PEDESTRIAN CURS PER WSDOT STD. PLAN F-10.12-03. INSTAL CURB RAMP USING W500T STANDARD PLANS F-40.12.03 ANO F40.12.03 AS A GUIOEUNE VITO1 ALIGNMENT AND GRADES PER THIS PUN, CEMENT CONCRETE SIDEWALK OALL BE PER WSDOT STANDARD PLAN F-30.10,W ® PEDESTRIAN CURB PER WSUOT STD, PUN F10.12.03 GENERAL NOTES: 1. CITY STREETS SHALL 9E KEPT FREE OF OEBIBS AT ALL TIMES. CONTRACTOR TO SWEEP STREETS AT THE END OF THE MY. 2. VERTICAL SURVEY DATUM WAS BASED ON THE CITY OF TUXWM VERTICAL DATUM (5000 29). 3. GRATINGS, ACCESS COVERS. 011UMY OBJECTS. AVO OTHER APPURTENANCES WAIN THE MEOWS ACCESS ROUTE SHALL HAVE SUP-RE9S'TAN1 CENER5. X. WHERE alum SIDEWALK (TO BE MO INTO) CROSS -SLOPES EXCEED 2X, TRANSOM PANEL OF MAX 2X TO EXISTNG GRADE SHALL BE CONSTRUCTED. 5. ALL PEDESTRIANS. INCLUDING THE OSABLES SHOULD BE PROVIDED WRN SAFE, ACCESSIBLE, AND REASONABLY CONVENIENT RAMS MAT REPLICATE. AS NEARLY AS PRACTICAL ME MOST DESIRABLE CHARACTERISTICS OF ME LTUSRNG PEDESTRIAN CIRCULATION FACTURES WHEN TEMPORARY TRAFFIC CONTROL ZONES ARE PUNNED AND SET UP. TEMPORARY TRAFFIC AND PEDESTRIAN CONMOL DEVICES SHALL BE UTILIZED AS SET FORM BY ME MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MMCO) FOR ME 01JRADON OF THE WORX ZONE /CRIMES. ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS HIX62 0 2 Dole In Feel CONFORMED SET MCI". a% R.O.W. RESTORATION & STORM UPGRADES STRANDER BLVD INTERSECTION I Nn/1III6.NSE0 0J68 RAP i/21 /J RMO CALM IMO r-; E Pkt 117 3�t ( to aIt n PAVEN REMOVAL I \ REPLACE J-BOX ANO L� ADJUST TO TAMP SLOPE LI�.1 LL LLLLL\ LLLL.c LLLLL `\ LL BC=22.11 TC-22.91 r, tga r�J FUTURE PEDES PUSH BUTTON STRANDER BL (S. 164TN SIT.) BC03.27 TC-23.77 GoNLDIttr 1.iAt,tlr 1.1b, w PUSHFlJNRE UTOH P-40 BNEST BUILT UP UTILITY BOX A600* itettimAteD sfila"Lie edam , ov��l�tPt,kt �WOk' iu RA00+sue D SE CORNER OF ANDOVER PARK EAST ANUSTRANDERBLVD. _ .. _..._-._--1 DIMENSION, (LEVATION, 58033E NOTE NORTHING 169431.63 EASTITNO 123999L80 A 2255 FLOWLINEELEVITOP OF CURBASSUMEO FIAT) B 2249 FLOWLINE ELEV (TOP OF CURB ASSUMED FIAT) 169435.25 1239994.10 C BC0.2.59, TCc23.09 SIDEWALK ANO GUTTER TIE IN 16024.17 1269986.55 0 23.14 BACK OF SIDEWALK TIE IN 16842205 1289991,59 E .23.09 BACK OF SIOEWAIK TE IN 169436.10 1290002A1 F BCO2.01,TC=72.91 SIDEWAIX AND GUTTER TIE IN 169439.97 1209997,94 G 8402.67, TC03.17 510EWAUK ANO GUTTER TIE IN 16907.93 1290907.25 H 23.19 BACK OF SIDEWALK NE IN 16904.29 129W10.71 23.99 BACK OF SIDEWALK TIE IN 169450.65 1290000 J BC=23.27,TE=23.77 SIDEWALK AND GURERTIE IN 169056.79 1290028.95 23.08 FIOWLINE ELEV(TOP OF CURB ASSUMED FUR) 169454.49 1290019.07 L 22.98 FLOIM.INE ELEV(TOP OF CURB ASSUMED FUR) 16945295 1290016,11 51 7.3' @ 7.27E RAMP SLOPE (MAX 0.33%) 52 6' @ 7% RAW SLOPE (MAX 11.33%) 53 10'@1.9% RAMP SLOPE (MAX 8.33231_ 51 95'@7.156 RAMP SLOPE (MAX B3%e) - VtWvea Pt"t3 f4 Q4 -re woo* ;wail - OV2 Go1itu-tTS Pttool PP& lb T-1bOI(ES !14 stigtia. PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDI NO- -_ " _ I 1IIss 7E16 w .SAO06 _OBI PACE 1]00i'I AHN0 l DeK - 151AFApsum v9lsP-F 1- xuA-+aN+aunr wePlmlryncn CONSTRUCTION NOTES: 0 INSTALL CEMENT CONCRETE CURB AND CUTLER PER WSOOT STANDARD PUN F-1012.03 QINSTALL CURB RAMP USING WSOOT STWDMO PLANTS F-40,12,02 AND F10.15.02 AS A GUIDELINE WITH AUGNME. AND GIVDES PER TH5 PLAN, CEMENT CONCRETE 510EW0K SHALL BE PER VISO.' STANDARD PUN F-30.10.03 O3 INSTALL DETECTABLE WARNING SURFACE PER W5D0T SIANDIND PUN F-19.10.01 Q TIE INTO EXISTING SIDEWALK AT GRADE. SAWCUT OR REMOVE TO CLOSEST EXPANSION JOINT OS TIE INTO EXISTING CURB AT GRADE. SAWCUT DR REMOVE TO CLOSEST EXPANSION JOINT © DEMO AND REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER O DEMO AND REMOVE EXISTING CEMENT CONCRETE CNiB RAMPS Q DEMO AND REMOVE EXISTING SIDEWALK Q9 SAWGUT AND RESTORE PAVEMENT TO MINIMAL ULY15 FOR CURB RAMP CONSTRUCTION, RNA CL 1/2". PG 64-22, PER ORAL 1, SHEET 20 ® ADJUST EXISTING MINES TO GRADE AS NECESSAR, PR0,10E NON-SKID COMINC TO ALL U05 AND COVERS Q DEMO AND REMOVE EXISTING ASPHALT BERM. INSTAL CURB RAMP USING WSOOT STANDARD PUNS F-40.12.02 AND F40.12.03 AS A GU10E11NE WITH 04N4ENT AND GRADES PER THIS PAN, CEMENT CONCRETE SIDEWALK SHALL BE PER WSOOT STANGRO PUAN F-30.10.03 ® PEDESTRIA2 CURB PER WSOOT STD. PUN F10.12.03 GENERAL NOTES: 1. CITY STREETS SHALL BE KEPT FREE OF DEBRIS AT ALL TIMES. CONTRACTOR TO SWEEP STREETS AT THE END A THE DAY, 2. VERTGL SURVEY DATUM WAS B0E0 ON THE CRY OF TUKNU VFRTCAL 0001 (0V0 29). 3. GRATINGS. ACCESS COVERS. UIILM OBJECTS. /WO OTHER APPURTENUJCES WHIN THE PEDESTRIAN ACCESS ROUTE SHALL HAVE SUN-RE551ANI COVERS. 1. WHERE EXISTING SIDEWALK (TO BE TED INTO) CROSS -SLOPES EXCEED 2X, TRAJ15R19N PANEL OF MAX 25 TO EXISTING GRADE SHALL BE CONSTRUCTED, 5. ALL PEDESTRIANS, INCLUDING THE DISABLED. SHOULD BE PROWOEO MITI SAFE, ACCESSIBLE, AND REASONABLY CONVENE. PATHS THAT REPUGTE, AS NEARLY AS PRACTICAL, ERE MOST DESIRABLE CHARACTERSTCS OF THE EXISTING PEDESTRIAN CIRCULATION F00RIE5 WHEN TEMPORNTY TRAFFIC CONTROL ZONES ARE PLANNED AND SET UP. TEMPORARY 1RAR1C AND PEDESTRIAN CONTROL DEVICES SHALL BE UOUZED AS SET FORM BY 110 MANUAL ON UNIFORM 1R071C CONTROL DEVICES (MUTCO) FOR THE DURATION OF THE WORK ZONE ACTIVITIES. N ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS RO.W. RESTORATION & STORM UPGRADES STRANDER BLVD INTERSECTION i14/Fn31REW40gile aRAP ORAL 1/2I/17IE1990 CAMARO OEM C�ALIL�e�{� ORE C IOWFPoc'NW 9/1/I 16 27 STRANDER BLVD. (S. 164TN ST.) RASED CURB NWRE PEDESTRIAN PUSH BUTTON. wiceee Al �u 1LLL4L _ \ ,LLLLLLL4 �LALLLLLLL~O LLLLLLLL LLJ B•-'2.)3- FACOSKSINtv- 22. 2, AA ww+ , r Q w`�. Mor I` ♦ -1 1 64,- Ga Vim/ .03 ' ''-AMR i lbailethroarTa tO MWUs 40014101 — Ret, a Low -tv 74Sow t-teMtegr S14U ec1,e. �` PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING- o 4Q Del urairolvandowr wT Hn �� �6` , AI warty KM II 121M14,1 MHu.M i 1,011.1 1f' ,o,.++,A1.-vnu''Ine v.ovarnr or Iry fr cuss.nA: MSS PKnaMwA,= SVnIW CAMIStviAmITBANTI IBA./ G.+., Facenparvm CONSTRUCTION NOTES: 0 INSTALL CEMENT CONCRETE CURB M10 CUTTER PER W500T STANDARD PUN F-IO.T2.03 O INSTALL CURB RAMP USING W500T STANDARD PLATS F-40.12.02 AND F40.1502 AS A GUI0EUNE WITH AUGNIAENE AND GRADES PER 195 P1AN. CEMENT CONCRETE SIDEWALK SHALL BE PER WS00T STANDARD PLAN F-30.10.03 0 INSTALL DETECTABLE wARNING SURFACE PER WS00T STANDARD PLAN F-45.10.01 0 PE M10 IXISTING SIDEWALK AT GRADE, SAWCUT OR REMOVE TO CLOSEST EXPAN510N JONT O TIE INTO IXISTING CURB AT GRADE, SAWCUT OR 40000E TO CLOSEST IXPAN$IDN JOtM © DEMO AND REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER O DEMO AND REMOVE CASTING CEMENT CONCRETE CURB RAMPS 0 DEMO AND REMOVE EX'STIHG SIDEWALK O SAWCUT AND RESTORE PAVEMENT TO MNIMAL UM115 FOR CURB RAMP COHSTRUCIION, ION CL 1/2', PC GA-22, PER OETAL 1, SNEET 20 ADJUST EXISTING UTILML-S TO GRADE AS NECESSARY. PROVIDE NON-SKID COATING TO ALL LIDS MO COVERS. Q WSTALL PEDESTRIAN CURB PER W500T STD. PUN F-10.12-03. INSTALL CBRB RAMP USNG WSOOT STANDARD PLWS F-00.12.03 AN0 FA0.12.03 A5 A TE SDENE WITH MIGNMPPE MID GRADES PER IH S PUN, F-AQR CONCRETE SDEWALN SMALL BE PER 06001 STANDARD PLAN 30.10.03 ® PEDESTRIAN CURB PER WS00T 5T0. PLAN F10.12.03 GENERAL NOTES: 1. CITY STREETS SHALL BE KEPT FREE OF DEBRS AT ALL TRIES. CONTRACTOR TO SWEEP STREETS AT TIE END OF 1NE DAY. 2. VERTICAL SURVEY DATUM WAS BASED CAT THE CRY OF 1UKNIA VERTICAL DATUM (NG-VD 29). 3. GRATINGS. ACCESS COVERS, UTILRY OBJECTS, M10 OTHER APPURTENANCES WITHIN THE PEDESTRIAN ACCESS ROUTE SHALL NAVE SUP.RESISTANT COVERS A. WHERE EXISTOIG 510EWAAK (TO BE TE0 INTO) CROSS -SLOPES EXCEED IX. A TRANSITION PANEL OF MAX 2X TO EXISTING GRADE SMALL BE CONSTRUCTED. 5. ALL PEOESTRUNS, INCLUDING THE DISABLED, SHOULD BE PROVIDED WITH SAFE. ACCESSIBLE, AND REASONABLY CONVENIENT PAINS THAT REPLMATE, AS NEARLY AS PRACTICAL, THE MOST DESIRABLE CNIAM:IEASTICS OF THE EXISTING PEDESTRIAN CIRCULATION FACILITIES WHEN TEMPORARY TRAFTIC CONTROL ZONES ARE PLANNED AND SET UP. TEMPORARY TRAFFIC AND PEDESTRIAN CONTROL.OEACES SHALL BE UTIU0E0 AS SET FORD. 8Y THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUICD) FOR THE OUMTION OF THE WORK 20NE ACWwTIES Cum CONFORMED SET CALL BG81E�E ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS R.O.W. RESTORATION & STORM UPGRADES STRANDER BLVD INTERSECTION Y/7/17REW4D d3® RAMP CURL 4/2I/1) AENSf➢ ORB LIMN OETAL SIGNAL CONSTRUCTION NOTES CURB HOW FOUNDAINSTALL 11IPE PPB SIGNAL POLE PR MOT MOM PLAN 4-20.11.111STALL at APS STLE ISESTRIAN PUSH IRMON *SW PER MOT STANDARD PLAN J-20 BISTALL 2CS CANE BEINIMIPPS PUSH Duns' M0 NEARESTTERNRIAL CANEY M. REUSE ENS11W MO BACK TO THE CCH1RO ER OLIO ORETITATIOH M0 LACA1ON Cr APS STYLE PEESIRIAN PUSH BUTTON MO FOIE SHALL U REID WAVED Inn THE CM' WORM PRIOR TO STALLA110N. 1IE CONTRACTOR SHALL INEXATTLY NOTIFY TIE OIONEER OF ANY COMM CIJ11EI — RINDAIM Me PM T . PPB NOTIAL.POIE PER Wag ammo PIM 4-20.11wAIL .00E APS 51111, Plignion RIII BUITON.MIELOLY T' STAMM PLAN J-*201 NSW. TICS CAME DEMI APS PUSH BUTTON Ala lEARESMISINAL COW AND REUSE EI3S1NG INNS BACK 10 THE =MUM CIS.' TADON' NO LOCA110N OF APS STYE PLAN PUSH BUTTON MD POLE SHALL U VELD Me I TEE CITY DOWER POOR 10 INSTALLATION. DE CONTRACTOR SEAL OLIEDIATELY NOTIFY 1HE ENIONER OF TINY COWIX15.• { 10 :PUH NEST, ALL WS Dow woo NI cast IRO t R ' 1 ! { CRUM .AIO ROWEMIND magi sox tor awl= ocict 11111 NI011-OI LN + lM1D1 TYPE CF JUNCTION Ct1ME URICVIM WY IMO MAMTOIMCE REFIESENTATIVE. { ij ADANT WINO MOON BOX 1D noon GRADE. 44 As wept 1. 9* 7-204It .'t. *tic As *Wit setitits. . 3 2 m CHAMFER OW) FINISHED GRADE • 2 12" (IN CLR 84 (TYP.) 0 0 0 0 0 2 1/2" CLR. (TYP.) 1'-r 3 1) " 1" (IN) DIAMETER ELECTRICAL CONDUIT SQUARE PLAN VIEW 1'-r SOUARE SECTION O err (IN) DIAM. HOLE (TYP.) • 4 (TYP.) 1 12" r ON) DIAM. BOLT CIRCLE 3 W1r (IN) DIAM. HOLE TOP OF POST GROUNDING CONNECTION - SEE DETAIL ACCESSIBLE PEDE8IRIAN SIGNAL (APB) ASSEMBLY FIELD DRILL AND TAP FOR 1/4-20 THREAD BOLT (TYP.) 12"(IN) STEEL. PLATE 3' (IN) STEEL PIPE (SCHEDULE 40) BASE PLATE DETAIL TOP OF SIDEWALK JOINT FILLER Nq ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE - TWO REWIRED 12" ON) . 24" (IN) FULLTHREAD ANCHOR BOLTS - FOUR REQUIRED 1/2' (IN) DIAM. STEEL HEAVY HEX NUTS - FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS - FOUR REQUIRED PER ANCHOR BOLT REINFORCING STEEL BENDING DIAGRAM ti 135" HOOK (TYP.) SEE STD. SPEC. "07.1(2) FOR BENDING DIAMETERS 1'-r 20 14 DIMENSIONS ARE OUT TO OUT •n•=r-0'Of b D. r ON) PPE CAP NOTES 14 1. See Standard Plan J-20.28 for Accessible Pedestrian Pushbutton details, 2. Where shown In the plans. Install plaque (R1032P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14" (In) to the PPB post height to accommodate plaque and leave a 2" on) space between signs. 3, Mounting distances vary between manufacturers. See manufacturers recommendations for mounting information. 4. Junction Box serving the Standard shall preferably be located S - 0" (10' - 0" Max) from the Standard. 5. Supplemental Grounding Conductor shall be non -insulated #Y4 AWG stranded copper and shall be damped to vertical rebar with a connector sultable for use embedded In concrete: Provide 3' - Cr min. slack Attach ro pole grounding stud with a full drde crimp on connector (crimped with a manufacturer recommended crimper). -- - --- F OF PUSHBUTTON err (IN) OIAM. HOLE 112' (IN) BASE PIATE- SEE DETAIL 1 11r CUL (TYP.) 1' (IN) DIAMETER ELECTRICAL CONDUIT ELEVATION 114" OM STEEL PLATE Ste" (IN) DAM. HOLE (TYP.) PIPE CAP TOP OF POST 1 12" (IN) DIAM, HOLE 1' POST WALL EQUIPMENT GROUNDING S" `„'a CONDUCTOR AND FULL CIRCLE BOLT CLE `, .. CRIMP -ON CONNECTOR - CRIMPED WITH A MANUFACTURER'S RECOMMENDED CRIMPER ii(OP OF CURB TOP OF SIDEWALK BOLT TE ASSEMBLY TYPE PPB STANDARD DETAILS _5 1/8 STAINLESS STEEL FLAT WASHER (TYP.) 1/4" OM • 1.1/4" (IN) LONG STAINLESS STEEL THREADED SPUD THREE 1/4" (IN) STAINLESS STEEL HEX NUTS GROUNDING CONNECTION DETAIL * WELD STUD TO POLE WALL TO MAXIMUM EXTENT POSSIBLE - 12' (IN) MINIMUM WELD CONFIGURATIONS VARY AMONG DIFFERENT MANUFACTURERS Ilia: LIMII BASE PLATE ASSEMBLY - 12" (IN) DIAMETER STEEL HEAVY HEX NUT, WITH 12' (IN) FLAT WASHER, TWO EACH REQUIRED PER ANCHOR BOLT - MINIMUM OF TWO THREADS ABOVE TOP OF NUT OR 5R" ON) MAXIMUM (TYP,) ANCHOR BOLT TEMPLATE EQUIPMENT GROUNDING CONDUCTOR 3/18 1r2" (IN) STEEL BASE PLATE GROUT PAD - INSTALL AFTER PLUMBING STANDARD LB" (IN) DRAIN TUBE CONDUIT COUPUNG - INSTALL FWSH WITH TOP OF FOUNDATION. (DO NOT GLUE PVC STUBOUT) SECTION PERSPECTIVE VIEW 2'PM PVC STUBOUT 71 9 Ito nary, Td ACCESSIBLE PEDESTRIAN PUSHBUTTON CURB BA STANDARD PLAN J-20.11-02 SHEET 1 OF 2 SHEETS n APPROVED FOR PUBLICATION 141.10, haw /'vlW, 3-PM. 10 T01,1310 Aft�__ TTT n" .IMMON alien TWashinsien :lw. Deparnrord .l T,..sp.n.n.l xfP/A44104.00 efurs Mier Mor kuktre•Mitoe?u2e. g recattoopc44GNl mote Unihtt 0:04- + 'S(0 .14l.. Cto/Golamikir) MAO PPE r w . ! f LA :ir- t ASLOG. STAINLESS STEEL FLAT WASHER (TYP.) [-THREE TAP (IN) STAINLESS STEEL HEX NUTS 114' ON • 1 114' (IN) LONG l3 STAINLESS STEEL THREADED STUD 3' ON PIPE CAP TOP OF POST _ POST EOIPMENT GROUNDING WALL CONDUCTOR AND FULL CIRCLE CRIMP -ON CONNECTOR - CRIMPED WITH A MANUFACTURER'S RECOMMENDED CRIMPER Sir ON DIAMETER ffi HOLE (TYP) 8' (IN) DIAMETER BOLT CIRCLE 5A3" (IN) DIAMETER HOLE (TYP.) B" (IN) DIAMETER BOLT CIRCLE 3 W16" (IN) DIAMETER HOLE 12' (IN) STEEL PLATE EQUIPMENT GROUNDING CONDUCTOR 1(8 GROUNDING CONNECTION * WELD STUD TO POLE WALL TO DETAIL MAXIMUM EXTENT POSSIBLE (11' (IN) MINIMUM WELD) TOP OF POST GROUNDING CONNECTION - SEE DETAIL AT LEFT EQUIPMENT GROUNDING CONDUCTOR FIELD DRILL AND TAP FOR 1f4.20 THREAD BOLT (TYP.) ANCHOR B TEMPLATE BASE PLATE DETAIL 1 12' (IN) DIAMETER HOLE lPP ON STEEL PLATE 3' ON STEEL PIPE (SCHEDULE 40) 5G' (IN) DIAMETER HOLE PEDESTRIAN PUSHBUTTON POST- 3' STEEL PIPE (SCHEDULE 40) 3M' ON) CHAMFER (TYP.) iV FINISHED GRAD BASE PLATE ASSEMBLY - 12' (IN) DIAMETER STEEL HEAVY HEX NUT, MTh FLAT WASHER, TWO EACH REDO. PER ANCHOR BOLT- MIN, OF TWO THREADS ABOVE TOP OF NUT OR SAL' (IN) MAXIMUM (TYP.) GROUT PAD - INSTALL AFTER PLUMBING STANDARD 6' 3' (IN) PIPE CAP POST DETAIL NOTES 1. See Standard Plan J-20.25 for Accessible Pedestrian Pushbutton details. 2. Where shown In the plans, Install plaque (R10-32P) "PUSH BUTTON FOR 2 SECONDS FOR EXTRA CROSSING TIME" above the Accessible Pedestrian Signal (APS) assembly. Add 14' (in) to post height to accommodate plaque and leave a 2" (in) space between signs. 3. Mounting distances vary between manufacturers. See manufacturers recommendations for mounting Information. 4. Junction Box serving the Standard shall preferably be located 5' - 0" (10' • 0" Max) from the Standard. 0 N EQUIPMENT GROUNDING CONDUCTOR CONDUIT COUPLING - INSTALL FLUSH WITH TOP OF FOUNDATION (DO NOT GLUE PVC STUBOUT) TOP OF FOUNDATION PREMOLDED JOINT FILLER 1'-6' • SQUARE FOUNDATION DETAIL FINISHED GRADE ANCHOR BOLT TEMPLATE ASSEMBLY ANCHOR BOLT TEMPLATE -TWO REQUIRED Ur (IN) • 1e' ON) FW. THREAD ANCHOR BOLT - FOUR REQUIRED PER ASSEMBLY 12' (IN) DIAMETER STEEL HEAVY HEX NUTS - FOUR REQUIRED PER ANCHOR BOLT FLAT WASHERS -FOUR REQUIRED PER ANCHOR BOLT COMMERCIAL CONCRETE ELEVATION PERSPECTIVE VIEW ACCESSIBLE PEDESTRIAN SIGNAL (APS) ASSEMBLY 10' (IN) OR LESS DESIRABLE - 1S (IN) MAXIMUM EDGE OF SIDEWALK TOP OF SIDEWALK Ce(>5 1wt•IOH4:OIM ACCESSIBLE PEDESTRIAN PUSHBUTTON POST (PPB) AND FOUNDATION STANDARD PLAN J-20.10-03 SHEET 1 OF 1 SHEET APPROVEDIIFOR PUBLICATION ' iW3.ck 131.um _ •rArEOf•�9F WWI W/Wh1A13. SM Dq•rrent 3w_ _.I_6 n tit * MW4fait. totem tAst4btme MIP I .okistai l 8#- FistoitAirteM. 11.1 µo mstArt , fbu. L '>gst MM, 61%4* liteaur ,t om- Afab fblirw4etl� CO#06 FD#8 and 9 Tabulation Andover Park E Water Main and Sewer Replacements Item No. Description Qty Unit Unit Price Item Cost Existing Bid Items R5 Replace ADA Curb Ramp 0 EA ( $2,600.00 $ - R6 Remove and Replace Curb & Gutter 865 LF I $65.00 $ 56,225.00 R7 Remove and Replace Sidewalk and Driveway 190 SY I $120.00 $ 22,800.00 New Items 6001 FD#8 and 9 Revisions 1 LS $ 19,100.00 $ 19,100.00 6002 Extruded Curb 1 LS $ 3,920.00 $ 3,920.00 6003 Pedestrain Push Button and Poles 1 LS $ 10,200.00 $ 10,200.00 Total $ 112,245.00 Time impact (days) 0 calendar days Note: See attached for breakdown of costs for R5, R6, R7, and 6001. 6002 Extruded Curb: Item includes 102 LF as verified on site by inspector. 6003 Pedestrian Push Button and Poles: Item is LS cost not to include additional wire pulling and associated additional work. Page 1 of 1 Pages CO#06 Tracking Log.xlsx 3/20/2018 PRICING FOR R5, R6, R7 Existing Bid Items Item No Description Changed Quantity Comments R5 Replace ADA Curb Ramp 0 Added (4) new ADA ramps at Strander Boulevard/Andover Park East, and deleted (4) ADA ramps at Baker Boulevard/Andover Park East. R6 Remove and Replace Curb and Gutter 865 LF FD#8 = 550 LF added. FD#9 = *189LF Curb and Gutter in front of Ramps + 125LF ramp ped curb = 314LF Total = 550LF + 314LF = Round to 865 LF R7 Remove and Replace Sidewalk and Driveway . 190 SY FD#8 = 190 SY added. *Measured Ramp Curb and Gutter quantities: NW = 30 LF, NE = 43 LF, SW = 57 LF, SE = 59 LF. Total = 189 LF PRICING FOR 6001 FD#8 and 9 Revisions Force Account # Date Description Cost Comments 97 5/3/2017 ADA Ramp work at NE comer APE/Strander $ 1,662.27 Additional grading work and sidewalk work, excavation around hand hole and replace cover to non -slip cover. Work also includes excavation for PPB footings. 98 5/4/2017 PPB work at NW Corner APE/Strander $ 912.86 Excavation for PPB footings, conduit installation, additional grading for ramps, sidewalk. 100 5/9/2017 Adjust CB Grade at STA 5+70-6+50 $ 757.43 Adjust catch basin height and regrade curb for catch basin. 101 5/10/2017 ADA Ramp Work at SW and SE Corners APE/Strander $ 2,136.67 Swap out hand holes and added grading for sidewalk, conduit excavation and installation for PPBs. 102 5/11/2017 PPB and ADA Ramp Grading Adjustments at Strander $ 944.04 Additional grading for sidewalk, adjust PPB conduit, and handholes to sidewalk formwork. 104 5/4/2017 Lowered vault and conduit at Strander Blvd $ 2,922.80 Pulling wire, materials for junction boxes. 115 5/18/2017 Excavate for PPB Conduit & Thickened Edge $ 589.00 Excavation for PPB conduit and thickened edge sidewalk, remove temporary ADA ramps. 116 5/18/2017 Hand Hole Adjustments and PPB Conduit Installation $ 400.86 Adjust handhole to concrete formwork, fine grading, PPB conduit installation. 119 6/27/2017 Pedestrian Push Buttons $ 1,886.65 PPB wiring and materials 119A 6/27/2017 PPBs: Adjust for Contductor Materials $ 69.88 Additional materials for PPBs. 122 6/14/2017 Remove and Replace Sign Post - $ 364.29 Replace old sign with materials. 123 6/6/2017 Paving $ 2,658.36 Added paving behind ADA ramps and revised locations at City/CM request. 124 6/8/2017 Remove and Replace Sidewalk $ 3,146.20 Remove broken sidewalk, grading and filling in low spots. 125 6/6/2017 Remove Extruded Curb $ 641.07 !Remove extruded curb. $ 19,092.38 Total $ 19,100.00 Round to for FD##8 and 9 Revisions 16-111(e) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 05 DATE: 03-16-18 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 (&) PROJECT NAME: Andover Park East - Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change formalizes an agreement to convert the temporary signal cameras originally designed, to permanent signal detection and deleting all of the proposed signal loops. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3L241,hh6 Contractor: Titan Earthwork By !L . Original Contract (without tax) Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Title PSZC Cr i✓ i I N ;-(� $ 3,504,684.14 APPROVED BY THE CITY OF TUKWILA $ 182,160.00 ki Date $ (32,359.11) / By $ 3,654,485.03 x/ Previous Contract Time: 196 Additional Contract Time for this Change Order: 196 Updated Contract Time: 196 Mayor City Engineer RIGINAL: City Clerk (1 of 2) cc: Finance Department (w/encumbrance) Contractor (2 of 2) Project Management File PW Project Finance File s W6//v/-5 (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK This change order formalizes the installation of permanent traffic signal video detection systems. The original contract plans show the installation of temporary video detection at the signals and replacing induction loop vehicle detectors with new ones at the end of the contract. The City decided not to replace the induction loop vehicle detectors and to convert the temporary video detection systems into permanent video detection at the intersections of Andover Park East & Strander Boulevard and Andover Park East & Tukwila Parkway. The contractor installed the traffic signal video detection systems in early September 2016 as directed by the City and made minor modifications to them at a later date to make the installation permanent. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as otherwise approved by the Engineer. MEASUREMENT AND PAYMENT A new item, "Install Traffic Signal Video Detection Systems", per lump sum will be paid per the CO backup calculations. The lump sum item includes all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project and all quantities associated with deleting bid item "Replace Induction Loop Vehicle Detector". Delete all quantities from bid item, "Replace Induction Loop Vehicle Detector", per each. CONTRACT TIME Contract time shall not be extended by as a result of this change order. vIIMxni 3o a.ria 0 000 0 Ca o le gel z z % I 111 d:P lil 111 i'llill '4 / it 11$ ihd 45% F©i aWWCF ©i 1d31 M0138 13388 338 - 09.9 3NI1HOIVW ; r f.. I rf �n 31 I :/.�ill.�i.rE': •m 1-- rc o 0 Q4 4i gizEEY. Ply so a (1S N109L 'S) '0A782130NVM2S 8 .0 ' 91 13388 338 - 03.9 ' I rY7 �.trf'f rl•• z�f� 8; sg �i 3N11801VW I I )! 8 41 .1 • 11400,1 3AO8V 133149 338 - 09•S 3NI1HOIVW 8- I in AAA IFI1 11 nna ...nr.w o as.K�4..W.tn.L.010M�Kt6i4< AO W W W W 0) 0 N W J S S i DELETE ALL 1RAPK LOOP REPLKF. WORE. INSTALL NI MONO DETECTION SYSTEMS Al SAFER SONEVARD, 1 FOR EA01 LEG Or 1NF NOROVSO RN DIRECTION. US BANS 151 ANOTHER PARR EAST ti BARRIER VOLVO 131 ANDOVER PART EAS1 AN VERPARKEAST � 1 1 \ SO N011E Slxccf BANK BLOOD CENTER 130 ANDOVER PARK EAST BARREN VOlRO/ 131 ANDOVER PAIR EAST ANDOVER 2 Q 2 QVQ /1 j ts I gI Q. W 0 / �3 i/-S_:31:\ (1 I <.,.v.. ,.... 1. _. W I of LANES 101 ANDOVER PARK EAST R QOSTA 12A10d rid itT 120 ANDOVER PARE EAST REMOVE OE STORM CB / 1 .Q' p-.., 47.1...1 RERWE CC STORM W 'a.a1rT"''�,14�,�� `tx� r.ti"♦s .�:���+ a \�▪ Ss:`v'�':: ♦� �, x��,�,, '� QSTA 16awa z3r'L?•� ♦ �`��4'�P�.e♦�,i ♦'� r,�ti�i�\ _ s\� ,�\''�` I � �;i`, .t, �.� a'.ta`♦.'i �'♦''\t'\i' .,'�+.,e"'{..�'♦���\� d ANDOVER PARK EAST �60 � SPU WATEk LINE .: . i `+: a �♦.` ... .• ♦•w `» ' �h"�`�:�a�:' ��`°:��,'yti� ���LL�`� �a �a\\`'. ♦�'"•`� ��'?'i arc ♦ � �1'` y�,�,M ��i '� :�, � � w'�`A:� :[ ♦ V^�-SPU WATER NN -: `� X-'.*� 8-•'�����i , .60 t• SPU WATER TINEa� ..�3TA: 5uaea ud'RT \ \ ♦ w a . a, W --- f ' .r 23 •' W ��� ti�4 � � `..'"�''r*'; ,+:',-.F � ` `�.'�,♦•lam «C,�(, � 1.� , -; °D 20 ANDOVER PARK EAST 'nAa.x1ti.:..aiwait'a♦.���,``si.w,.'a.�'b.1.--..+��,�` a... M1.. :, SD R. • 50 PRNEY BONES 116 ANOO5ER PAWS EAST MATE EA swot W FEDEX COPY CENTER 112 ANDOVER PARS FAST 0 W utome r i ORMD AND OVERLAY ,'• , I TOTAL PAVEMDII REPLACEMENT - SEE -J M0FE8 1. ADJUST All M1WED SURFACE MUTES MID MONUMENR TO CRAZE ATTER OHDDAT. 2. STATIONING UNE SHOWN IS APPROMVAIE 3. REMOVE PUAS11C STTBCi, AOIORS, AND U NE MARKUS PRIOR TO OVERLAY. O CONCRETE SECTIONS -NR ;t TAD SIQ 15 IS'9. O caw A2ID WEIMY WRS. O SAWCUT att. O RESET Mansion. O REPLACE DRIVEWAY MMSTANDARDOP TSTANDARD OT REPLACE OL SMIIIARY SEWER UDE TP. - REEER TO SANRARY SEWER AN) WATER PANS SH EIS 5 TO 0. OREPLACE SECIONS Or CURB AND OUBIFA, SACWAUL AND/OR DRN4WAY AFFNIED BY TIE STORM STRUCTURE CONISTRUE:Mi. INSTALL STOMA DRAM WADER PER DEEM. Ts,REPLADE EXISTINGEITRWWO ED CURB N CURB AND CURER. REPLACE Ex LID -MD -FRAME GAMICTMVANEDL GRATED 1ID. PER CRY YUM11 A STANDARD DETAIL OS-06 M SHEET 22 AND FRAME PER N5001 STANDARD PUN B-30.10-01 N SHEET 21. REPLACE SOLID ROUND LID' PER CITY OF 1IRDIEA 33 STANDARD DETAIL DS-09. SHEET 22. REPLACE FRAME AS NECESSARY. Q RDA �� -2 Mr. CB WITH VANED CRATED LID' E 1A.73 EX 12• RCP (E) E 14d4 01. 12' RCP (N) - FAD ware alMULLTPE-2 AS•r CB MN VANED CRATED LID• RIM 22.40 E 10.20 IX 12' RCP (E NE) E 15.00 EX 12• RCP (W) E 21.20 EX 12' BCD (W) ®INSTALL TYPE-2 AS-0 CB WON VANED CRATED UD' RUM 22.43 E 1528 EX 24" RCP (N) E 1538 EX 12• RCP (E) DOIRRACTOR TO PREMOE LOOS ON ALL LIDS LRELv Ii0ERWDE NOTED ON 1116 PLATS REP.). CONFORMED SET CALL BEFORE ® DiOG81 PUBLIC WORKS DEPT. -ENGINEERING-STREETS-WATER-SEWER-PARKS-BUILDING. o VOA KAAY; WAWAI 91Y D1 AaCIAN11.R5a/100 OA I PROW 11YRWa IWr* ry--ARYwa:ATHARLDNPOLLIR ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS RO.W. RESTORATION & STORM UPGRADES PLANS, STA 8+20 - 17+30 ' 16 on5Al2.l9 Wr N LORD Loa ALMS 20.6 i 'ir.'7NOOVER PORK EAST - - S ANDOVER PARKEAST . - • 0ELE4ALLTRAFEK5 0PREPIACEMI,MWURK: FEDEA COPY CENTER $ \ VACANT 112 ANDOVER PARK FIST EK1511N0 VALVE 0 FIRE SYSTEM TO FEDEX 501 TUKWILA PARKWAY III I J/ I 10 I i / I O I I / / / 4// (n ---- ,�' D ,/ - i�/ ris i; $� 60" SPU WATER LINE LE gala ---, 2' GRUD AND OVERLAY •"I TOTAL PAVEMENT REPLACEMENT -SEE GENERAL NOTES 1. ADJUST ALL ArCI.IWL SURFACE URIINES AND MONUMENTS To GRADE AFTER OVERLAY. 2. STATIONING UNE SHOWN IS APPROIOMATE. 3. REMOVE PLASTIC SITUPS. ARROWS. AND LANE MARKERS PRIOR TO OVERLAY. ROAD RESTORATION CONSTRUCTION KEY NOTES O GRIND AND OVERLAY UMIIS. O SAYi0U1 161E. O RESET MONUMENT. ORETAL EPLACE ORNEN'AY PER CRY. OF TUKWILA STANDARD DRS-0R. SHEET 20 RCPU e 5 p.. g on 90 OREFUGE EC SMEARY SEWER UOS. TYP. - REFER TO SANITARY SEWER AND WATER PLANS SHEETS 5 TO 9. OREPLACE SECTIONS OF CURB AND GUTTER, SIDEWALK, AND/OR DRIVEWAY AFFECTED BY THE STORM STRUCTURE CONSINUCTION. INSTAL STORM DRAIN MARKER PER DETAIL CONFORMED SET CALL G 81E1 Out --- 0/31/15 8/31/16 PUBLIC WORKS DEPT. .ENGIN EERING-STREETS-WATER-SEWER-PARKS-BUILDING- • Dex ,1i5 WnIoe.• Me]00 ID��L WA1E� p.IER1AN l.,aAZI9fIl OMI6�IFMAq I&mF ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS RO.W. RESTORATION & STORM UPGRADES PLAN, STA 17+30 - 21+50 (TUKWLA PARKWAY) 17 r27 scab AS JOWL AUGUST 2015 CO#05 Traffic Signal Video Detection System Andover Park E Water Main and Sewer Replacements Item # Description Quantity Unit Unit Cost Item Cost Time Impact to Critical Path (hours) New Item Install Traffic Signal Video Detection Systems 1.00 LS $ 11,340.89 $ 11,340.89 _ 0 R4 Replace Induction Loop Vehicle Detector -46.00 EA $ 950.00 $ (43,700.00) 0 Total $ (32,359.11) Time impact (clays) 0 hrs 0 calendar days Ill (Mt.OS 4okuf :y PROJECT: Andover Park East Water Main and Sewer Replacements Date Pricing Compiled: d1112017 CONTRACT WITH: Oily of Tukwlb Date Work Psrfomted: TBD WORK DESCRIPTION: Proposal to delete ail leopS associated with. Bt*RA .and leave the currently instaaed video control equipment in piece. No credit is being offered for removal city.* existing cameras and related equipment es agreed upon by both parties as an offset to costs Snowed by TITAN for traffic loop materials and equipment already purchased in anticipation Of this we& 11 Is assumed lhat tax will be applied as part et the owner suptpiled deductive change order. Change or Issue Tracking'% CE-017- - - Added Contract Days Requested: NIA LABOR COST - HOURS RATE I Mr- TOTAL CLASSIFICATION REM 1 O.T. DoubleT REG. OT 4.6 ObIOT COST — i TOTAL LABOR COST 5 EQtiIPMENiTCOSTS HOURS CRG RATE TOTAL DESCRIPTIONICLASsiMATION UTILIZED STANDBY UTILIZED STANDBY � COST aiiL eE. MENTCOST '5= - MATERIAL, RENTAL, DISPOSAL, AND SERVICES TOTAL DESCRIPTION QTY. UNITS: I $lUNW COST 215 of Western Systems Invoices 1.00 LS 15 9,372.64 $ 9.372_64 3 9,372.64 TOTAL MATERIALS RENTAL AND DISPOSAL 5IRECT SUBCONTRACTORS 1 OTHER - TOTAL DESCRY-TCIUANTlTY I UNITS (UNIT pica- COST TOTAL SUBCONTRACTOR C • - $ - DIRECT REIMBURSEMENT ADDITIONS I CUBITS TOTAL DESCRIPTION (QUANTITY 1 UN - IUN1TPRICE COST TOTAL OTHER COST i - LABOR - TOTAL DIRECT COST 29.0% $ - LA.BOR MARKUP S - EQUiPMENT - TOTAL DIRECT COST $ - EQUIPMENT MARKUP _ 21 0% 5 - MATERIALSIDISPOSAL- TOTAL DIRECT COST 5 9.372.64, USE/SALES TAX ON PERMANENT MXTERIALSSif not identified above) 0.0% ' S - MATERUU.SIOISPOSAUSERVICES MARK UP 21.0% S 1,968_25 SUBCONTRACTOR/OTHER - TOTAL DIRECT COST S - SUBCONTRACTORIOTHER MARKUP 12;094, S - DIRECT REIMBURSEMENT ADDITIONS 1 CREDIT - TOTAL DIRECT COST 1 $ iDIRECT REIMBURSEMENT ADDITIONS 1 CREDITS MARKUP (B&O taxesfetc.) 1.0% $ - ORAND TOTAL $ 11.340_89 It i8til.3t r� 2—1 5 5 s ~s ovde.re.Ai Invoice Western Systems, Inc 1122 Industry Street, Bldg. B. Everett, WA 98203 USA Page: 1 Invoice No: 0000031091 Order No: 0000016716 Invoice Date: 8/30/2016 Sold To Ship To Titan Earthwork LLC 1585 Valentine Ave SE Pacific, WA 98047 USA FOBDst Frtpp&Ad Order Date 08/25/2016 Ship Via Best Way Terms Net 30 Days Titan Earthwork LLC 1585 Valentine Ave SE Pacific, WA 98047 USA Customer PO No 1620-001 Mark PO 1620-001 Part Number --. Qty Ordered Units .Qty Shipped Qty.BO Price Ext, Price 5850010025 5.00 Each CAMERA (WIDE DYN RNG) ZOOM NTSC COL 5850070200 5.00 Each POWERNIDEO CONNECTOR SET (1) DEUTSCH (2 5850026000 5.00 Each VIDEO PROCESSOR (EDGE2INPK) 1 CAM 24V LAST ITEM 5.00 0.00 1,575.34 5.00 0.00 31.25 5.00 0.00 2,157.53 7,876.70 156.25 10,787.65 +$18, 891.38 Inv#31091 +$5,978.58 Inv#31142 -$1,438.35 (Items not related to video Installation) =$23,431.61 Total Cost 2/5 of above ttital = $9,372:64-(less markup —and tax)) Stock Order Contact: Bryan Bailey SEP (12 21116 Sales Total Shipping & Handling Tax Total Trade Discount Less Paid Amount Total. 18,820,60 70.78 0.00 0.00 0.00 18,891.38 Western Systems, Inc 1122 balmily Street, Bldg. B Everett, WA 98203 USA Titan Earthwork T.LC 1585 Valentine Ave SE Pacific, WA 98047 USA FOBDst Frtpp&Ad 08/2512016 ` istnil;I:: Invoice j2oM SEP 0 9 ?AB ' 11TAN Earthworks 1 Best Way •Ii:,rio Net 30 Days t)tq a:r,lrr.r;l Il.•u Stilt;: S9,iii,•2• 0630020060 1.00 Each CABLE SIAMESE BELDEN 8281 & 16/3 POWER 1 5850020500 1.00 ! Each VIDEO EXTENSION MOD. 2CH EI3OB 2E11,42 ' 5850080260 2.00. End MONITOR COLOR LCD 10.0 (1DEFF11NDER SECU 2010050120 - 5.00 • Each VIDEO4 CAM PWR&t AX IACB+ iCOUT 9780010000 TURN ON 1.00 ; Each 7510010384 5.00 Bach ASTRO-BRAG CAMERA MOUNT 74" T%JBE 84' CAB Stock Order Contact: Bryan Bailey 2,19.7291 Page: 1 Invoice -No: 0000031142 Order No: 0000016716 Invoice Date: 9/1/2016 Titan wine LLC 1585 Valentine Ave SE Pacific, WA 98047 USA 1.00 _ 1.00 2.00 5.00 4 ii:;?,3U:,•r i'41 1J;� 1620-001 PO 1 620-001 f.fv JJf1 Pri,::: 0.00; 0.00! 0.00' 0,00! 1.00 i 0.00 5.00 0.00 Sales Total Shipping& Handling Tax Wel 11ade Discount Lass Pa1d Amount 1,643.84 .y 176.67 1,000,00 166.78 I?NI. 1,643,84 883.35 1,000.00 833.90 5,799.44 179.14 0.00 0.00 .0,00 5,978.58 From: i3ardwell, Tyron To: Shinsato.lamie Subject: FW: Deletion of Loops Date: Wednesday, March 14, 2018 3:26:32 PM Attachments: image008.ioa jmaae009.onq jmaoe010.onq jmaae011.onq jmaae012.onq imaae013.ioo CE-017 Traffic Loop Deletion.Ddf From: Mike Ronda [mailto:Mike.Ronda@TukwilaWA.gov] Sent: Thursday, June 1, 2017 4:40 PM To: Bardwell, Tyron Subject: Fw: Deletion of Loops Ty, As long as the math works out can someone from your team wrap this into a FD/CO and send it along for processing. Thanks, MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mike.R nda@tukwilawa.gov I www.tukwilawa.aov **NEW EMAIL ADDRESS AND WEB ADDRESS!** `-.t Please consider the impact on the environment before printing this e-mail. From: Chris Pierce <chris.pierce(Wtitanearth.corn> Sent: Thursday, June 1, 2017 9:36 AM To: Mike Ronda; Jamie Shinsato; Tyron Bardwell Cc: Mel White; Katrina Walker; Scott Mitchell; Scott Bates; Robin Tischmak; Peter Lau Subject: RE: Deletion of Loops Mike, TITAN's revised proposal is attached per your below request. I have provided this assuming tax will be reflected in your resulting deductive change order which will remove BI#R4 from our contract. As of right now, our understanding is that this closes out bid items G2 and R4. TITAN will bill G2 at 100% as a result and move forward with the understanding that no further work is required of TITAN in regards to either of these bid items. Please let me know if I am misunderstanding anything, or if there is something you were expecting differently from what I have presented in the attached. Chris Pierce 1585 Valentine Ave SE • Pacific WA - 98047 253-720-0523 (M) 253-863-0928 (F) From: Mike Ronda [mailto:Mike.Ronda(@TukwilaWA.gov] Sent: Wednesday, May 31, 2017 4:40 PM To: Chris Pierce <chris.pierce@titanearth.com>; Jamie Shinsato <)amie.ShinsatoPaecom.com>; Tyron Bardwell <tyron.bardwell Paecom.com> Cc: Mel White <mel.whitec titanearth.corn>. Katrina Walker<katrina.walker(@titanearth.com>; Scott Mitchell <Scott.MitchelI(TukwilaWA.gov>; Scott Bates <Scott.Bates(TukwilaWA.gov>; Robin Tischmak <Robin.Tischmak0TukwilaWA.gov>• Peter Lau <Peter.LauPTukwilaWA.gov> Subject: Re: Deletion of Loops Chris, I neglected to tell you this morning, after our meeting, Ty and I checked in with Scott Bates to confirm the status of the loop deletion item. He believes he has cleared this with Robin and our maintenance group and they are fine deleting all of the loops from the project scope. We believe we may need to make some internal configuration changes to make everything work with camera detection alone but we seem to have the resources to make this work within our regular maintenance rotation. The only thing I still needed from Scott was to confirm the number of cameras we actually provisioned through the temp detection system. He seems to have talked to Brian and confirmed that we only received two new cameras at Baker. With that I think we are approved with the proposal you gave us previously (after you make the correction on the number of cameras actually provided). If you want to send the final proposal our way I will have AECOM wrap it into a deletion change order for processing. MER Michael Ronda Project Manager - Construction I City of Tukwila 6300 Southcenter Blvd #212 I Tukwila, WA 98188 ph: (206) 433-7194 I fx: (206) 433-7164 Mlhe.Ronda@tukwilawa aov 1 www tukwilawa aov **NEW EMAIL ADDRESS AND WEB ADDRESS!** A Please consider the impact on the environment before printing this e-mail. From: Chris Pierce <rhris.pierre(@titanearth.cora> Sent: Wednesday, May 31, 2017 4:25 PM To: Jamie Shinsato; Tyron Bardwell; Mike Ronda Cc: Mel White; Katrina Walker Subject: RE: Deletion of Loops It sounds like I was misinformed about how many cameras we installed. l was just told that we only installed two of the cameras and not three as I had originally been told. That being the case, I was about to revise my below proposal and resend it to you with the corrected amount. However, I remembered Mike saying today that there might still be some loops we end up doing and wanted to check and see how you wanted that reflected here. Basically, I thought I would check in with your team before I wasted a bunch of time putting something together for you without further input regarding this issue. Chris Pierce 1585 Valentine Ave SE • Pacific • WA 98047 253-720-0523 (M) 253-863-0928 (F) From: Chris Pierce Sent: Tuesday, May 16, 2017 1:37 PM To: Jamie Shinsato <Jamie Shinsato aaecom.com>; Tyron Bardwell <tyron.bardwell a aecom.com>; 'Mike Ronda' <Mike.Ronda@TukwilaWA.gov> Cc: Mel White <mel.white@titanearth.com>• Katrina Walker <katrina.walker@titanearth.com> Subject: Deletion of Loops APE Team, Per your recent request, we have taken a look at the costs that needed to be considered in order to provide an answer to your inquiry regarding how deletion of the BI#R4 traffic loops would affect TITAN. We present the following proposal should the city decide to move forward with this option. Assuming the equipment that TITAN installed has been found to be in compliance with Tukwila's standards and can remain in place with no further alterations by TITAN, there are costs to be included in this discussion regarding a potential credit for the work that would have been required by TITAN to remove our equipment and return it to our inventory. TITAN utilized three cameras and associated equipment, and had budgeted at bid time that it would take 1- 1 /2 hours per camera to remove this equipment as represented below. It should be noted that the markup we are giving back exceeds the markup that was used at bid time. OTAL PROPOSED CREDIT: <$985.56> If the cameras and related equipment are to stay in place on a permanent basis, TITAN would propose that 3/5 of the attached invoice (less the two items that are highlighted), along with contract markup, is the responsibility of the city to reimburse to TITAN. Assuming that this will be paid under a taxable schedule, I have not shown tax in the below proposal: TOTAL -PROPOSED REIMBURSEMENT: $17,011.35 In regards to the deletion of Bl#R4 it should be noted that TITAN purchased equipment and materials in anticipation of this work. While we acknowledge that this equipment and these materials will eventually be utilized on other projects, there is a valid cost to be considered that we would like to keep on the table in this discussion. As such, we would propose the following: In recognition of TITAN's costs associated with BI#R4 that will no longer be captured, the above referenced credit of <$985.56> be ignored and bid item G2 be paid in full. TITAN be reimbursed for camera equipment as proposed in the amount of $17,011.35 If the city agrees to these terms, TITAN agrees that bid item R4 be deleted without further discussion. Please let us know your thoughts regarding this matter. Thank you, Chris Pierce 1585 Valentine Ave SE • Pacific • WA 98047 253 720-0523 (M) 253-863-0928 (F) 16-111(d) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 04 DATE: 03-16-2018 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 Ccoi PROJECT NAME: Andover Park East - Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change deletes GU liners from SSMH#1 and SSMH#2. See Attached Exhibit "A" for detailed change. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date 3I2.311I:j By' Original Contract (without tax) Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title 'P¢stCc;r ,i1NIl' $ 3,504,684.14 / APPROVED BY THE CITY OF TUKWILA $ 187,960.00 Date s 1 8 $ (5,800.00) � By $ 3,686,844.14 V Previous Contract Time: 196 Additional Contract Time for this Change Order: 0 Updated Contract Time: 196 Mayor - 411.41,n City Engineer RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File /s�dJ ? L[6/tki-S (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements DESCRIPTION OF WORK The City is issuing this change to delete GU liners from sewer manholes SSMH 1 and SSMH 2 and replace with concrete channels. The GU liners are specified in detail SS-08 on sheet 14 of the contract drawings. The change is being made to eliminate the long lead time for procuring manholes with GU liners for the first two manholes to be installed under this project. Due to the fact that pipe invert elevations for manholes with GU liners must meet very tight tolerances, these manholes cannot be ordered until invert elevations can be confirmed through potholing, and the potholing cannot be started until NTP has been given. Once ordered, manholes with GU liners generally take between 4 to 8 weeks to be delivered depending on the number of orders currently in line at the factory that produces these manholes. A lump sum credit was negotiated and this credit will offset a portion of the project's Contract bid item S13 for a 60-inch Diam. Manhole and one of the five 48-inch Diam. Manholes under bid item S14. The price adjustment results in a net decrease in project costs of ($5,800) to the City of Tukwila. MATERIALS All materials shall be in accordance with current contract specifications or as approved by the Engineer. In lieu of the GU liners, provide standard manholes with channeled bottoms and blockouts in walls as appropriate for proposed pipe connections. New sewer pipes to manholes SSMH 1 and SSMH 2 shall be assembled using field -grouted connections with sand collars. CONSTRUCTION REQUIREMENTS The Contractor shall construct the revisions in accordance with current contract specifications or as approved by the Engineer. MEASUREMENT AND PAYMENT SSMH#1 and SSMH#2 will be paid utilizing existing items S13 "60-inch Diam. Manhole" and S14 "48-inch Diam. Manhole". Reduced costs from substituition of the GU liners with channeled bottoms will be taken by a new item, "SSMH 1 & 2 Revisions", by lump sum. This new lump sum item includes, but is not limited to, all direct and indirect costs associated with labor and materials to delete GU Liners for Sanitary Sewer Manhole (SSMH) 1 and SSMH2 and replace with channeled base and sand collars at all penetrations. There is therefore no change to the original bid items S13 and S14, The added work results in a net decrease in project costs of $5,800 (before tax) to the City of Tukwila. CONTRACT TIME No calendar day adjustment is being made with this change order. Andover Park E Water Main and Sewer Replacements CO#4 SSMH1-2 GU Liner Adjustment Cost Summary Cost of GU Liner for SSMH1 and 2 $ (10,200.00) Cost of Pre -Channel Insert/Sand Collar without GU Lit $ 4,400.00 Difference of Costs $ (5,800.00) Sale's tax s} 10% $ ($580.00) Total including Tax $ 1($6,380.00)) CO-4-014 1,5AGNP (IEE) INDEPENDENT ENGINEER'S ESTIMATE Project Name: Item No.: Description of Work: Prime Contractor: APE Water and Sewer Replacements Project No: Date:N/A 99940103, 91440204 CO#4 SSMH1 and.2 Manhole Revision;-1 Deletion of GU Liners. Work by Subcontractor?: Titan Earthwork Sub -Contractor: I b(Mark "Yes" or "X" if yes) LABOR NAME CODE OCCUPATION STRAIGHTTIME OVERTIME DOLLAR AMOUNT Hrs Hourly Rate Hrs OT Rate r $ - $ _ -__ $ - $ - $ $ - $ $ - $ $ J-$ - $ SUBTOTAL -LABOR: LABOR OVERHEAD & PROFIT @ 29% LABOR TOTAL $ $ $ - ___..--- -- —EQUIPMENT EQUIPMENT OR ATTACHMENTS Equipment # Equipment Description OPERATED STANDBY DOLLAR AMOUNT Hrs Hourly Rate Hrs Rate $ - $ - SUBTOTAL -EQUIPMENT EQUIPMENT OVERHEAD & PROFIT © 21% EQUIPMENT TOTAL $ - _ $ - $ - MATERIALS/SERVICES/RENTALS MATERIALS / SERVICES Taxes Quantity Units Unit Price DOLLAR AMOUNT , Deletion of base with GU Liner(60". MH). -1 EA $ 5,488.00 $ (5.488.00) Deletion of base with GU Liner (48" MH) -1 EA $ 1959.00 $ (2.959.00) $ $ - . $ - $ $ $ . SUBTOTAL OVERHEAD & PROFIT ©21% TOTAL $ _ (8.447.00) $ (1,773.87) $ (10,220.87) SUMMARY: Deletion of GU liners=round $4tt400-4 Se vie. as 1A,se, coyIttia TOTAL: 12% MARKUP (for prime when subcontract work) TOTAL: - . $(10,220.87) $ pp $10,200.-.1 I0'•f 00_ $-$oi�SHEET GlTY3 p► DP1 cti credit to coo t►ra CCt-ars _$ (10,220.87) c -t- $6g0v File. 500.025 GU Liner IEE.xls Template Updated: 8/1/2012 (IEE) INDEPENDENT ENGINEER'S ESTIMATE ✓: Project Name: Item No.: Description of Work: Prime Contractor: APE Water and Sewer Replacements Project No: Date: 99940103, 91440204 (CO#4 SSMH1 and 2 Manhole Revisions 1_ rN/A Replacement of GU Liners with Pre -Channel Invert. Labor to mud sanded manhole adapters that are now part of scope. Work by Subcontractor?: Titan Earthwork Sub -Contractor: 1 L(Mark "Yes" or'X" if yes) NAME CODE OCCUPATION STRAIGHT TIME OVERTIME DOLLAR AMOUNT Hrs Hourly Rate Hrs OT Rate Laborer LAB-85 Laborer (Appr. 85% Avg) 3.00 $ 53.20 $ 72.12 $ 159.60 Laborer LAB-85 Laborer (Appr. 85% Avg) 3.00 $ 53.20 $ 72.12 $ 159.60 $ - $ $ -- $ - $ - $ - SUBTOTAL - LABOR: LABOR OVERHEAD & PROFIT @ 29% LABOR TOTAL $ 319.20 $ 92.57 $ 411.77 '. --:-EQUIPMENT: N EQUIPMENT OR ATTACHMENTS Equipment # Equipment Description OPERATED STANDBY DOLLAR AMOUNT Hrs Hourly Rate Hrs Rate — $ $ $ - SUBTOTAL -EQUIPMENT EQUIPMENT OVERHEAD & PROFIT @ 21% EQUIPMENT TOTAL $ - $ - $ - MATERIALSISERVICESIRENTALS' — J MATERIALS / SERVICES Taxes Quantity Units Unit Price DOLLAR AMOUNT Pre -Channel Invert (60" MH) 1 EA $ 695.00 $ 695.00 Pre -Channel Invert (48" MH) 1 EA $ 415.00 $ 415.00 . Base (60" MH) 1 EA $ 415.00 $ 415.00 Base (48" MH) 1 EA $ 402.00 $ 402.00 Sand Collar 10" 1 EA $ 153.00 $ 153.00 Sand Collar 15" 4 EA $ 287.14 $ 1,148.56 Quikcrete Concrete 5 EA $ 14.97 $ 74.85 $ - $ - $ $ SUBTOTAL OVERHEAD & PROFIT @ 21% TOTAL $ 3,303.41 $ 693.72 $ 3,997.13 SUMMARY: Cost to use pre:channeled bases for SSMH1 & 2. Round .to $4,400.) TOTAL: 12% MARKUP (for prime when subcontract work) SHEET TOTAL: $ 4,408.90 $ - $ 4,408.90 File. 500.025 Template Updated: 6/1/2012 GU Liner IEE.xls itijailliki PROJECT: Andover Park East Date Pricing Complied: 8/29/2018 CONTRACT WITH: City of Tukwila Date Work Performed: TBD WORK DESCRIPTION: In an effort to mitigate risk and quicken the lead time associated with SSMH#'s 1 and 2, the CoT requested that TITAN provide a credit for these two manholes to be provided with standard cement channels. The price below reflects the costs associated with this request A half of a shift is added for two laborers associated with the additional labor to mud the sanded manhole adapters that are now part of this proposed scope. No charge for additional potential one hour of overtime associated with a 9 hour shift okay per Chris. Change or Issue Tracking #: CE#001 Added Contract Days Requested: 1 LABOR COST _ - HOURS RATE /HR TOTAL CLASSIFICATION REG.- - O.T. Double T -- REG. ^ - -OT 16 - Obi OT( ! --COST' _, - LABORER (GrdChkr) 9.00 $ 60.71 $ 82.96 $ 105.22 $ 546.42 $ TOTAL LABOR COST $ 646.42 EQUIPMENT -COSTS HOURS: CRG,RATE TOTAL DESCRIPTION I CLASSIFICATION UTILIZED - STANDBY ' UTILIZED STANDBYS "COST' $ - $ - TOTAL EQUIPMENT COST $ - MATERIAL, RENTAL, DISPOSAL, AND SERVICES - - TOTAL- - DESCRIPTtON QTY: UNITS: $IUNIT: - COST:: _ _ Added Sand Collars & Grout (See Consolidated quote S7905607 below) 1.00 LS $ 797.37 $ 797.37 60" Pre -channeled Invert - SSMH#1 (See QCP quote 16-582_rev 8.26.16 below) 1.00 EA $ 695.00 $ 695.00 48" Pre -channeled Invert - SSMH#2 (See QCP quote 16-582 rev 8.26.16 below) 1.00 EA $ 415.00 $ 415.00 60"x3' base sp w/ steps - SSMH#1 (See OCP quote 16-582 rev 8.26.16 below) 1.00 EA $ 752.00 $ 752.00 48"x3' base sp w/ steps - SSMH#2 (See OCP quote 16-582 rev 8.26.16 below) 1.00 EA $ 402.00 $ 402.00 6053' base w/ GU Liner - SSMH#1 (See OCP quote 16-582 below) -1.00 EA $ 5,488.00 $ (5,488.00) 48"x3' base w/ GU Liner - SSMH#2 (See QCP quote 16-582 below) -1.00 EA $ 2,959.00 $ 2,959.00) TOTA MATERIALS RENTAL AND DISPOSAL $ (,388.63) DIRECT SUBCONTRACTORS / OTHER ---- - - TOTAL DESCRIPTION QUANTITY .UNITS UNIT PRICE COST $ - $ - TOTAL SUBCONTRACTOR COST $ - - DIRECT REIMBURSEMENT ADDITIONS 1 CREDITS TOTAL DESCRIPTION QUANTITY UNITS' UNIT PRICE COST $ - $ - TOTAL OTHER COST $ - LABOR - TOTAL DIRECT COST 29.0% 21.0% 0.0% 21.0% 12.0% $ 546.42 LABOR MARKUP $ 158.46 EQUIPMENT - TOTAL DIRECT COST $ - EQUIPMENT MARKUP $ - MATERIALS/DISPOSAL - TOTAL DIRECT COST $ (5,385.63) USE/SALES TAX ON PERMANENT MATERIALS (if riot identified above) $ - MATERIALS/DISPOSAUSERVICES MARK UP $ (1,130.98) SUBCONTRACTOR/OTHER - TOTAL DIRECT COST $ - SUBCONTRACTOR/OTHER MARKUP $ - DIRECT REIMBURSEMENT ADDITIONS / CREDIT - TOTAL DIRECT COST $ - DIRECT REIMBURSEMENT ADDITIONS / CREDITS MARKUP (B&O taxes/etc.) _ 1.0% $ - GRAND TOTAL -- - $ (6,811.73) f atovt &IV . From: Bardwell, Tyron Sent: Thursday, August 25, 2016 4:09 PM To: 'Chris Pierce' Cc: 'Josh Dziedzic'; Shinsato, Jamie; Vaughn, Jeffrey; 'Mike Ronda' Subject: Potential SSMH Change Hi Chris. The city is requesting that you provide cost/credit proposal to delete the GU liner for structures SSMH 1 and SSMH 2 and instead use a standard MH with a channeled bottom and sand collars at all penetrations. There seems to be enough risk factors and issues with using a GU Liner on these particular structures that they are willing to go away from it. I think this revision would help quite a bit with the lead times associated with procurement of the GU Liner since SSMH 3 is over 800 LF into the run and thus buys quite a bit of time before we'd even need a GU Liner. Please let us know cost/credit implications ASAP so the city can provide direction on how to proceed. Thank you! -Ty Tyron Bardwell, PE Construction Manager, PM/CM M +1-206-399-7435 tvron. bardweIl4aecom. com AECOM 1111 3"' Avenue Suite 1600 Seattle, WA 98101, United States T +1-206-438-2700 aecom.com Built to deliver a better world Linkedln Twitter Facebook Instagram 1' mrtuisii X Nit COMPANIES E QUALITY CONCRETE PRODUCTS, INC 4200 78th St SW - PO Box 1609 Mukilteo, WA 98275 (425) 355-5510 / fax (425) 355-5559 REVISED BID - CHANGES GU LINERS TO CONCRETE CHANNELS. ESTIMATE SHEET job name: location: Andover Park East Water 'contractor: Main and Sewer Replacement Tukwila, Wa contact: site contact: Titan Earthworks Chris date: bid date: phone # fax # 8/26/2019 PO # DESCRIPTION RIM ELEV. INV. ELEV SUMP HEIGHT QTY MATERIALS UNIT COST TOTAL Bid Item # S-13 SSMH 1 23.80 10.34 Note that these items are revised from the original bid below. Only applicable portions of this bid are provided. Bid Item # S-14 SSMH 2 24.90 11.33 13.46 11 1 1 1 2 1 11 60x3' base so w/ steps 60x5' section 60x3' section 60x2' cone 4x24 grade ring handhold 60" pre-chanel invert Bid Item # S-13 Total 7521 752.00 606 606.00 369 369.00 396 396.00 24 48.00 10 10.00 6951 695.00 $ 2,876.00 13.57 11 2 1 2 I1 48x3' base sp w/ steps 48x3' section 48x3' cone 6x24 grade ring 48"pre-channel invert 402 227 175 29 415 402.00 454.00 175.00 58.00 415.00 16-582_rev 8.26.16 Page 1 of 2 QoP QUALITY CONCRETE PRODUCTS, INC 4200 78th St SW - PO Box 1609 Mukilteo, WA 98275 (425) 355-5510 / fax (425) 355-5559 Note: This is QCP's original bid which shows the original price of the GU liner as per the plans at bid time. ESTIMATE SHEET job name: location: Andover Park East Water !contractor: Titan Earthworks Main and Sewer Replacement Tukwila, Wa contact: Chris site contact: date: bid date: phone # fax # 8/4/2016 PO # DESCRIPTION RIM ELEV. INV. ELEV SUMP HEIGHT QTY MATERIALS UNIT COST TOTAL Bid Item # S-13 SSMH 1 Bid Item # S-14 SSMH 2 23.80 24.90 10.34 11.33 13.46 13.57 1 60x3' base w/ gu liner 5488 1 1 1 2 1 60x4' section 60x3' section 60x2' cone 6x24 grade ring handhold Bid Item # S-13 Total 48x3' base w/GU Liner 2 48x3'section 1 48x3' cone 2 6x24 grade ring 2 471 369 396 29 10 5488.00 471.00 369.00 396.00 58.00 10.00 $ 6,792.00 9591 2959.00 227 454.00 175 175.00 29 58.00 16-582 Page 1 of 2 Consolidated Supply Co. ** Quotation ** Send P/O To: CONSOLIDATED SUPPLY CO - PUYALLUP 2203 INTER AVE SUITE A Bid To: TITAN EARTHWORK LLC 1525 VALENTINE AVE SE PACIFIC, WA 98047 Phone # : 206-325-3004 Bid #: S7905607 Page #: 1 Phone # : 253-848-9337 Ship To: TITAN EARTHWORKS LLC/MAIN 13806 16TH ST E SUMNER, WA 98390 JOB: tukwila change Bid-Date—Expr-Date—writer Salesperson Ship Via 08/26/16 09/25/16 Benno Ferrier Puyall Benno Ferrier Puyallu Quantity Description Unit Price Ext Price 4ea lea 5ea 15" PVC SEWER G SANDED MANHOLE ADAPTER W/ GSKT ADPTR L89015 116-0015 10" PVC SEWER G SANDED MANHOLE ADPTR L89010 116-0010 FAST PATCH CONCRETE, 50# BAG 56/PLT 100021888 Bid Total Rid Amount, 151.860EA 80.925EA 21.800ea 607.44 80.93 109.00 797.37 797.37 Shinsato, Jamie From: Chris Pierce <chris.pierce@titanearth.com> Sent: Thursday, September 01, 2016 4:31 PM To: Mike Ronda; Bardwell, Tyron Cc: Josh Dziedzic; Shinsato, Jamie; Mel White Subject: RE: Potential SSMH Change I happy with an email directive in this instance as it sounds like our credit proposal is being accepted and we can expect proper paperwork to follow the normal route that we don't currently have time to wait for. Obviously, change orders are ideal when there is time to accommodate them. I will let our manhole supplier know that he should move forward with production based on this direction. On a side note, did the information provided by our insurer meet your expectations? Just curious if there is anything else in the way of proceeding down the road of an executed contract? Chris Pierce MAMMON V OflK•unufWO 1585 Valentine Ave SE • Pacific • WA • 98047 253-720.0523 (M) 253-863-0928 (F) From: Mike Ronda(mailto:Mike.Ronda@TukwilaWA.gov) Sent: Thursday, September 1, 2016 2:42 PM To: Chris Pierce <chris.pierce@titanearth.com>; Bardwell, Tyron <Tyron.Bardwell@aecom.com> Cc: Josh Dziedzic <josh.dziedzic@titanearth.com>; Shinsato, Jamie <Jamie.Shinsato@aecom.com>; Mel White <mel.white@titanearth.com> Subject: RE: Potential SSMH Change Chris, I didn't really take it as a punch in the nose. More of a poke in the eye. I too have been known to throw a few elbows now and then and that frequently makes it into my emails so try not to read too much into snarky comments I might make on-line. The good side of that dynamic is that you will seldom have a hard time telling where I stand. Either way, I'm getting better at not taking those jabs personally the more I work in the industry. I think we can appreciate that everyone has a somewhat different perspective and that it is better to work toward consensus rather than force a compromise. I think we can move forward with this one and we hope to have something to you for signature in the near future. On that question, it can take some time to work through the Change Order process to get you an official Notice to Proceed for a full on Change (especially on a more complicated CO). Are you comfortable taking a verbal or emailed initial direction in route to the final Change Order or would you like us to take the intermediate step of issuing a Field Directive and then following up with the CO document at a later date? We can do either and we can change that process to match the risk/reward of the specific issue but it will require open communication so we are all on the same page throughout. What's your preference? MER •1 From: Chris Pierce[maifto:chris.pierce@>titanearth.com) Sent: Thursday, September 01, 2016 12:31 PM To: Mike Ronda; Bardwell, Tyron Cc: Josh Dziedzic; Shinsato, Jamie; Mel White Subject: RE: Potential SSMH Change Mike, Thanks for the detailed email. It is very nice to be on a project with someone who is good at communicating and this will be a nice break from my last couple projects. Feel free to correct me if I am wrong, but it seems to me like the short summary of what you are saying below is that you are ready to move forward, and that our proposed credit amount sounds acceptable, but that the extra day we are asking for is feeling like a punch in the nose? I may need to turn off my otherwise defensive persona and dial it back a couple notches — this industry may have biased me when I wasn't watching! Let's definitely not let an extra day stand in the way of what was otherwise on track to be an excellent offer by your team to get things up and running. I agree with everything you state below about the GU Liners for the SSMH#'s 1 and 2 being a major pain and we would love to channel these basins with concrete and get off to an awesome and effective start on this project. Additionally, if there are any costs that you would like considered that 1 haven't reflected on our change estimate, please feel free to point them out and I would be happy to address them. I am not a field guy and after a conversation with our superintendent Mel, this change estimate covered every credit and added cost we could come up with. As you mentioned, there were a few other small offsetting issues that we left out as a "wash". However, as we get going on this project and I send you change estimates, please know that I will never be defensive of them and will always consider anything you are seeing that I might be leaving out. There will be no complaints from my end if we have a couple rounds of dialing in pricing until we are both feeling good about where things land. However, that being said, I will be doing my best not to waste your time with bogus proposals. We really want to have a good relationship with your team from start to finish on this project and will always admit fault when we miss something in our changes estimate proposals. We remain committed to getting started as soon as possible on this project and will free up and allocate internal resources as necessary to do so. We appreciate your comments and efforts to help accommodate this. Let us know where you would like to go from here. Chris Pierce o MOUTOR • EARTI OSK • U1W1 C 1585 Valentine Ave SE • Pacific • WA • 98047 253-720-0523 (M) 253-863-0928 (F) From: Mike Ronda Finailto:Mike.Ronda(TukwilaWA.govj Sent: Thursday, September 1, 2016 12:15 PM To: Chris Pierce <chris.pierce@titanearth.com>; Bardwell, Tyron <Tyron.Bardwell@aecom.com> Cc: Josh Dziedzic <josh.dziedzicc titanearth.com>; Shinsato, Jamie <Jamie.Shinsato@aecom.com> Subject: RE: Potential SSMH Change Chris, After working with our City Engineer for approval of the Proposed Change on the first two sewer manholes I'd like to add the City's two cents to this discussion. To have an effective Change Order we need to nail down three things: change in scope, change in price and change in time. The scope change is easy and we have an offer on the table for the change in price. We are supposed to have an independent cost estimate to compare against the contractor's proposal but in this case I think we are OK working from 2 your proposal numbers because of the detail you have included in your price change and the simplicity of the change itself. We think there are differences in the installation of the entire system (pipe and MH) that go beyond the simple material cost but in this case those differences probably offset and are not worth the effort to determine and include in the change price. The time impact is the hard one. Since we are proposing to make the change before we start the work or have a schedule to base the Time Impact Analysis on we are left with "best available information" to determine if there is an impact to the Critical Path. To be honest, we approached the idea of changing these out from the position that having to order GU liners was potentially going to delay the start of sewer construction by a significant period from initial order and we felt it was more important in this case to start sooner than it was to use the liners on those two structures. The second structure specifically seems to offer particular challenges to the schedule as you need to pothole to confirm the connection geometry before you order and that can't happen until you are issued NTP. For those reasons we felt that allowing the change out of the first two structures could buy you weeks on your start date. While we are OK not asking to shorten the contract time for this change by a corresponding amount we also don't see why we should be extending the contract after compressing the procurement cycle. If you are telling us that you're struggling to get your team in the field earlier than would be possible regardless of procurement then that changes the picture and we are less thrilled with the idea of changing out the GU Liners on the first two structures. We remain committed to the no time change offer but we're not really interested in deleting the GU Liners if it isn't going to solve the procurement cycle issue. Let me know if this is acceptable. MER From: Chris Pierce[mailto:chris.pierce@titanearth.com] Sent: Tuesday, August 30, 2016 3:21 PM To: Bardwell, Tyron Cc: Josh Dziedzic; Shinsato, Jamie; Mike Ronda Subject: RE: Potential SSMH Change It is difficult to say when exactly this work will take place and how it will affect the flow of the project and the subsequent trickle down schedule impact considering I don't know what size crew will be onsite when this work is performed and how having two people from that crew (or crews) will affect critical path work. You are correct that this should have a light impact to the contract days, but when trying to see into the future I try to use the best set of glasses I can. If you think I am too far out there to be justified, I will retract the request for a day. We definitely are not trying to ruffle feathers with this. We have a lot of submittals on the verge of being sent with some small items that we are waiting on before they can be sent. The CPM is well on its way, but the CE#001 that we sent today will have a major impact on this schedule as you can imagine. We are waiting to fine tune this schedule in the hopes that a resolution may be in the near future. If you would like us to proceed differently, please let me know. Thank you, Chris Pierce OEMOUt1W7 • CARTMWOAK • utztit C6 1585 Valentine Ave SE • Pacific • WA • 98047 253.720-0523 (M) 253-863-0928 (F) 3 From: Bardwell, Tyron [mailto:Tyron.Bardwell@aecom.com] Sent: Tuesday, August 30, 2016 1:53 PM To: Chris Pierce <chris.pierce@titanearth.com> Cc: Josh Dziedzic <iosh.dziedzic@titanearth.com>; Shinsato, Jamie <Jamie.Shinsato@aecom.com>; Mike Ronda <Mike.Ronda@TukwilaWA.eov> Subject: RE: Potential SSMH Change Working on reviewing and getting this approved through the city. Yes, taxes will be paid separately as included in original bid for sewer items. Please clarify about working days....are you requesting 1 additional working day for this request? I see there is some additional labor associated, but I wouldn't have thought it would impact project's critical path since this is actually reducing big time challenge with GU liners. However, hard to say for sure without having seen a schedule yet. Please confirm if an additional day is being requested, and, if so, a CPM schedule to back it up. Thanks Chris! From: Chris Pierce [mailto:chris.pierce@titanearth.com] Sent: Tuesday, August 30, 2016 11:11 AM To: Bardwell, Tyron Cc: Josh Dziedzic; Shinsato, Jamie; Vaughn, Jeffrey; Mike Ronda Subject: RE: Potential SSMH Change Ty, I have attached our CE#001 showing a proposed credit for deleting the GU Liner from SSMH #'s 1 and 2. We have excluded taxes at this time assuming that your potential change order will address taxes. If you would like us to include the 9.5% tax, that is an easy change. Take a look and let us know if you have any questions. You are right to follow up on this because we need to get our GU Liners ordered and get our place held in the production line ASAP now that we have . Let's see if we can get a quick resolution to this issue. Thank you, Chris Pierce (XMOIITYON • CARTHWORK • U715JtC11 1585 Valentine Ave SE - Pacific • WA • 98047 253-720.0523 (M) 253-863-0928 (F) From: Bardwell, Tyron [mailto:Tyron.Bardwell@aecom.com] Sent: Tuesday, August 30, 2016 9:43 AM To: Chris Pierce <chris.pierce@titanearth.com> Cc: Josh Dziedzic <iosh.dziedzic@titanearth.com>; Shinsato, Jamie <Jamie.Shinsato@aecom.com>; Vaughn, Jeffrey <jeffrey.vaughn@aecom.com>; Mike Ronda <Mike.Ronda@TukwilaWA.eov> Subject: RE: Potential SSMH Change Following up on this. Please let us know your thoughts. Thank you! From: Bardwell, Tyron Sent: Thursday, August 25, 2016 4:09 PM 4 To: 'Chris Pierce' Cc: 'Josh Dziedzic'; Shinsato, Jamie; Vaughn, Jeffrey; 'Mike Ronda' Subject: Potential SSMH Change Hi Chris. The city is requesting that you provide cost/credit proposal to delete the GU liner for structures SSMH 1 and SSMH 2 and instead use a standard MH with a channeled bottom and sand collars at all penetrations. There seems to be enough risk factors and issues with using a GU Liner on these particular structures that they are willing to go away from it. I think this revision would help quite a bit with the lead times associated with procurement of the GU Liner since SSMH 3 is over 800 LF into the run and thus buys quite a bit of time before we'd even need a GU Liner. Please let us know cost/credit implications ASAP so the city can provide direction on how to proceed. Thank you! -Ty Tyron Bardwell, PE Construction Manager, PM/CM M +1-206-399-7435 tvron. ba rdwel k&aecom.com AECOM 1111 3rd Avenue Suite 1600 Seattle, WA 98101, United States T +1-206-438-2700 aecom.com Built to deliver a better world Linkedln Twitter Facebook Instagram FORTUNE COMPANIE g 5 3/1/2017 Quikrete 50 Ib. Non -Shrink Precision Grout-158500 - The Home Depot Home / Quikrete Model # 158500 Internet#100318529 Store SKU #966910 -- as - IN* MO PRECISIO GROUT lima: rtyrerw erereres. COMMERCIAL GRADE Uii KRE TEr--i • Quikrete 50 lb. Non -Shrink Precision Grout * * * * * (4) Write a Review Questions & Answers (19) • Ideal for grouting columns, equipment and pre -cast • Non shrink, high flow material • Up to 14,000psi in 28 days $14.97 /each Quantity 1 Pick Up In Store We'll Ship It to You Unavailable at Aurora 0 Express Delivery Expect it in stock as soon as tomorrow Check Nearby Stores Your local store: Aurora Store Details & Services Product Overview You choose the time and place, we'll deliver! See your options in checkout. Quikrete 50 Ib. Non -Shrink Precision Grout is a high strength, non-metallic, non- Info & Guides shrink grout designed for a variety of grouting and anchoring applications. It can Installation Guide be mixed to a plastic, flowable or fluid consistency based upon what the particular needs are on the jobsite. SDS Specification • Used for general construction applications, for precision grouting and for keyway and base plate grouting Warranty You wib need Adobes Acrobats Reader to view PDF documents. • Suitable for grouting pre -cast concrete, steel columns, anchoring Download a free copy from the Adobe Web site. applications and heavy equipment • Can be mixed to a plastic, flowable or fluid consistency 30-minute set time http!/www.homedepot.com/p(Qulkrete-50-Ib-Non-Shrink-Precision-Grout-158500I1003185297N=5yc1vZ2kj 1/3 3/1/2017 Browse Our Products ( GPK Products, Inc. VIEW PRODUCT UST giOUR-PRODUCT-LIST) Browse Our Products You can browse our products in a number of ways. Begin by either selecting a category or entering a part number search below. Select Product Category Search by part number l Ultra Rib Sanded Manhole Adapter • UR Sanded Manhole Adapter L re- •' t --�S DI-�- 1 SIZE Display a 8 SANDED MANHOLE ADAPTER 0 4 10 SANDED MANHOLE ADAPTER 0 D D D a 12 SANDED MANHOLE ADAPTER 15 SANDED MANHOLE ADAPTER 18 SANDED MANHOLE ADAPTER 21 SANDED MANHOLE ADAPTER 24 SANDED MANHOLE ADAPTER 27 SANDED MANHOLE ADAPTER 30 SANDED MANHOLE ADAPTER Asterisk indicates molded fitting, all others ere fabricated. ADD TO LIST APPLY CLEAR SEARCH PART PRICE 616-0008 584.17 616-0010 S153.00 Y 616-0012 S224.37 616-0015 616-0018 616-0021 $287.14 -� 5577.56 $816.67 616-0024 $1359.98 616-0027 $1579.40 616-0030 $2242.20 httpJ/www.gpk-fargo.com/products?field category term tid=2022&title= 111 16-111(c) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 03 DATE: 03-16-17 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 Cl/) PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: This change formalizes sewer revisions that were directed in Field Directive #4. See Attached Exhibit "A" for detailed changes. We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date Z17-2-1Zd i�— Original Contract (without tax) Previous Change Order6Alic fz c) This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title _ppac4-- $ 3,504,684.14 i// $ 193,000.00 / $ (5,040.00)7 $ 3,692,644.14 V Previous Contract Time: 196 Additional Contract Time for this Change'Order: 1 Updated Contract Time: 197 APPROVED BY THE CITY OF TUKWILA Date fir' 3 By M jtm City Engineer :1C)04T— ORIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File (11/2014) EXHIBIT B City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433-0179 FIELD DIRECTIVE 004 To: Titan Earthwork Date: 2/17/17 Project Name: APE Water Main & Sewer Replacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce Contract No.: 16-111 Work to be performed: Attached are revised plans for updated Side Sewer connections and added pipe abandonment. The existing sewer line between manholes at approx. STA 4+90 and 8+95 shall be flow filled in accordance with 2-02.3(5) and 9-05.15 of the WSDOT Standard Specifications Since a portion of this line will need to be removed when the new side sewer at approx. STA 7+35 (RT) is installed, the Contractor will need to make provisions to be able to vent the pipe from this location, as shown in attached sketch or otherwise approved by the Engineer. A new side sewer installation will be paid utilizing existing contract unit bid prices from the sewer manhole at Sta 4+90 to the west. The planned side sewer connection at Sta 3+10 is also being deleted from the contract with this Field Directive which results in a net side sewer quantity reduction of approximately 10LF. The quantity for Bid Item S10 "8-inch CIPP Sewer Rehabilitation" is reduced by 400 LF. The costs of flow filling the pipe to be abandoned including, but not limited to, provisions to add venting at 7+35, core drilling existing manhole, and rechanneling two manholes will be paid via the new lump sum price for "FD#4 Sewer Revisions". Item No. Item Description Quantity Unit Unit Price Amount EXISTING ITEMS S9 6-inch PVC Sewer Pipe -10 LF $ 44.00 $ (440.00) S10 8-inch CIPP Sewer Rehabilitation -400 LF $ 49.00 $ (19,600.00) S20 Crushed Surfacing Top Course (CSTC) -40 LF $ 27.50 $ (1,100.00) NEW ITEMS FD#4 Sewer Revisions 1 LS $ 16,100.00 $ 16,100.00 Estimated Net Revision = $(5,040.00) pJlorms/lield directive � V'IIMHR,L 30 [.LIB ,�.• -ss Qy g Via 2 Td A ng If 4 ig gilIR� 44 4 44 44 e Hcr�S) CIA79 1/NInvat -. IMMEMMEMMIL lIIg�g 9133HS 339 OS•S 3NI1HO±VW 0 S-.1 o1l-A n 8 C._ SS Vt' :i:ra-sY Hoed 9 ut a5 0 iSYI dVO NL. 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WATER PROVIDED OFF BAKER BVED. 9 133HS 33S 9 133HS 33S O9+Z13NIlHOiVly 120 ..100hER PARR FAST 5000 STREET Wit MOOD CESSEP 30 MVDOVER PAN EAST 'PSI; va ,F1 'A3 ':'aM3S 305 031 la� DSS .Z *3k35 3CIS 'tE] Vet .2 'Y 143,Y7A _0 _ ?dV A 0.1'I61tl3 bB � L-10 SI'9L�A YLS I I 9A133HS 33S 03 Wi 09•Zl 3NIIH31VW 0S91.,31' 05 11 3t 09 ZI.3 O OR'i1tl31• 0,6 1S' O OK a3)4v9 9 133HS 338 09•8 3NI1HOlYW 09•9 3NI1HO1VW L a cc ▪ 0 Q 1- 0 E++ co cc to La 3La >- (nw J a ~ a Z CO °tl Z J 0. it l IiI r. • z t Wm a° SAM Y+TunM.AF510 cr.6+wl.urFlM>e 16-111(b) Council Approval N/A CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 02 DATE: 02-17-17 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 ( b) PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork Sheet 1 of 1 You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date oZj ZZ(ZO U 1 Contractor: Titan Earthwork By i'•V" INI Original Contract , Previous Change Order 600 This Change Order (without tax) REV. CONTRACT AMOUNT Title 03 c r ;✓ 6l IN I5 - $ 3,504,684.14 / APPROVED BY THE CITY OF TUKWILA $ 98,400.00 `/ Date 3 -1 ` f �7 $ 94,600.00 " / By. $ 3,697,684.14 Previous Contract Time: 191 Additional Contract Time for this Change Order: 5 Updated Contract Time: 196 Mayor ; \ t City Engineer —Rat -- RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File /s-a,o c(6(m9 S (11/2014) Ln1 11L.�1 I Rd City of Tukwila Public Works Department 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: (206) 433-0179 FIELD DIRECTIVE 002 To: Titan Earthwork Date: 10/27/16 Project Name: APE Water Main & Sewer RePlacements Project No.: 999 401 03 & 914 402 04 Attn: Chris Pierce Contract No.: 16-111 Work to be performed: Install planned sewer pipe under existing utility conflicts as defined in this field directive: Attachment #1 — Trench section construction and utility support systems Attachment #2 — Narrative of work sequencing, labor, and equipment needs. This work will be tracked and paid via Force Account methods defined in the contract for actual labor, equipment, and materials used instead of unit contract prices for sewer pipe installations and manhole connection. The rough order of magnitude is anticipated to be approximately $100,000 based on 6 work shifts to complete the work to install sewer from KC Manhole to approximate Station -0+25. The contractor shall track order of magnitude costs as the work progresses and notify the City as the costs approach $100,000. The city takes responsibility for proposed trench safety and utility support methods assuming Titan follows the construction details and sequence of work provided in this Directive. These methods may be adjusted in real time as work progresses as warranted by conditions in the field and with the concurrence of the city. The city will have representatives on site to direct work modifications, as needed. If utilities are damaged because of a failure of the proposed trench and utility support system, and not due to negligence of the contractor, the city will be responsible for any additional costs of utility repairs and other costs. Reason for modification: The plans provided insufficient detail of the conduit crossings and soil conditions near the KC Manhole connection for Titan to adequately plan their work. This direction is provided to ensure appropriate construction methods are used to overcome the unique challenges of this area. Work under this Field Directive modification will be accomplished: ❑ With work to start immediately and determination of any change to the contract price to be tracked by Force Account — Resolution of Utility Conflicts. ❑ With adjustment of the contract completion date determined by Time Impact Analysis. v./forms/field directive Performance of this Field Directive is authorized by signature Of the Owner's Representative below. Accepted by: Contractor's Rep — Name Approved by:' Verified by: 10�227/e6 City Construction Engineer Date City Construction Inspector Date Ohms/field directive pf. v5 er. -- k telCr { le- 3` Uti I vottO kV& wo*- ..g4v,u„D6 T r .-r 4 A IA of//' 2 f i2_ P� aris6t /nugget' weer (Au) @3A wk`I e "/ ` •- Ps) ex1A 1.b tV P imureeiti tor awls GO AMA .ps\6 Pow. &commit To iss worpix woo GINO (see-mm*71004e eter 13S- FtxtreP- w it. ofit in Iv?I/.t egfa orer cootor 5wreopis) ‘g04•14:41064 !12 ?to ,µqsu-4PoK C3/Su.Pfbt� CotkiLk Lri'''wmq)s ext.e.0004 eAtAb IA5 are 3 - N o D he 004 3 cogfoIL.....4 ,601 4 ItoSon ??.104 106- t#: 6 otaekt, Dui B ((Awl e) MI PAID W/Z71llo A -Ps wAerrigistiAreg. - P p ek.+s1T 6�2 114644k- C r Sys cr 14.72, ear- SU4)Po11-1-5 cif 5 1A-1411t ?Pi) 0- ke-Antog, VALg+kDA wizi Jl h ��2 fxse �,orl Kka, gyp" f-- ..*°r.ktfit\--cPc(41 ftX til RtS --AitzrJP f• 1" . tstPs- Log/SelA af- - T P Hi 417 €1) griamfme ftettr ooel* 00044.P soy.f4 65) loco* sktiuti4 +J/e1C. sue. VIAL f Qom A o figaWire -fib 59aW4 Per r Move to#04tv iftsj Wirs7tLV h toiNtA. P 1a/27/1, po 1 __.....�,. p 640 Si) Gomink_ — Vageraikto Ago fKa toS otta. Pia Nis vb of RRE er-i) c51tlart6t-i" 1 Pow Si)' AM Sri, tag-DA4 LohiI►.Go 4 rl Sequencing of Work Day 1: Anticipated Activities — West side CDF support (Partial Titan Crew) Remove additional pavement above CDF trench area anticipated to be constructed in one night. Excavator and Vac truck removal for CDF Wall. CDF pour in morning (55-60 CY). 2am-3am anticipated plant opening (verify delivery schedule to place CDF and be plated by 7:00 am). Equipment/Materials 2 vac trucks w/operator 1 Excavator/Backhoe (smaller one that is on site) 1 Dump Truck w/driver (assuming material can be dumped and stockpiled on site) 1 Operator & 1 Laborer in support of vac and excavator soil removals Day 2: Anticipated Activities — East side CDF support (Partial Titan Crew) Remove additional pavement above CDF trench area anticipated to be constructed in one night. Excavator and Vac truck removal for CDF Wall. CDF pour in morning (55-60 CY). 2am- 3am anticipated plant opening (verify delivery schedule to place CDF and be plated by 7:00 am). Equipment/Materials 2 vac trucks w/operator 1 Excavator/Backhoe (smaller one that is on site) 1 Dump Truck w/driver (assuming material can be dumped and stockpiled on site) 1 Operator & 1 Laborer in support of vac and excavator soil removals Day 3: Anticipated Activities — Utility Support System (Partial Titan Crew) Install utility supports. a. Excavate to top of utilities and tunnel under to install strap and conduit supports. b. Install beam supports and engage straps. c. Place shoring systems above and around conduit crossings to secure top of hole above conduits. d. Backfill between ends of beams and secure hole with plates. Equipment/Materials 1 Excavator/Backhoe (smaller one that is on site) 1 Dump Truck w/driver (assuming material can be dumped and stockpiled on site) 1 Operator & 2 Laborers 4 support beams — See Construction details (Beam length should be verified to fit within pavement opening - slightly less than 15' span). 9 total 2" support straps w/tensioners Various wood blocks and support dunnage Day 4: Anticipated Activities — Excavate (Full pipe crew) Excavate for trench south of duct banks. a. Widen trench to cut out bigger section of storm. b. Speed shore to storm depth. c. Remove storm and install flow through plug and outlet hose d. Excavate to full depth and Install narrower trench in bottom section with wider box or speed shoring on upper section. e. Activate upper shoring by backfilling between sidewalls and shoring with consolidated CSTC f. Excavate and install shoring for trench on north side of duct banks as time allows. Additional Equipment/Materials 1 Vac Truck w/operator Day 5: Anticipated Activities — Complete excavation and place pipe (Full pipe crew) 1. Excavate material beneath duct banks with combination of vac trucks and excavator. 2. Install pipe run under all conduit crossings. 3. Install pipe zone bedding/backfill as much as possible with shoring in place 4. Remove shoring in coordination with backfill starting from south end and working north. 5. Backfill North and South of duct banks (and under duct banks as much as possible) using CSTC and compact in lifts. 6. Reinstall speed shoring in upper section to restore storm drain line (use strongback Fernco or Romac couplings). Remove shoring just prior to placing CDF. 7. Backfill beneath duct banks with CDF (see Backfill plan) Additional Equipment/Materials: 1 vac truck w/operator Day 6: Complete final backfill and temp roadway restoration after CDF has set in coordination with pipe placement to the north out of the congested utility conflict zone. General Equipment and Support required for all work — • UPO and TCP for intersection closures. • Steel plates (including 3 plates 20'x8' for main excavation area over duct supports) • Light plant • Flow through plug and 2" hose for 12" DI Storm line • Small generator and pump if rain is expected during shift. • Shoring boxes for anticipated work that shift • Speed shoring and thin form for anticipated work that shift • Geofabric and duct tape to secure conduit bundles prior to working beneath them. • Small Tools CO#2 Strander FD#2: Force Account Tabulation Andover Park E Water Main and Sewer Replacements Force Account No. Date Description Cost Time Impact to Critical Path (hours) 17 10/26/2016 Support Conduit Repair $ 1,300.00 $ 19,400.00 $ 14,200.00 $ 7,700.00 $ 12,400.00 $ 19,200.00 $ 14,900.00 $ 4,800.00 $ 700.00 0 20 11/2/2016 FD2 CDF Wall on west side of trench. 0 21 11/3/2016 FD2 CDF Wall on east side of trench. 0 23 11/4/2016 FD2 Hydro -Excavation around Congested Utilities 0 24 11/7/2016 FD2 Hydro -Excavation around Congested Utilities 10 25 11/8/2016 FD2 Pipe Installation to King County Manhole. Backfill with Crushed Surfacing Top Course (CSTC) and temporary cold patch asphalt. 10 27 11/9/2016 7 29 11/10/2016 0 36 11/17/2016 FD2 Sawcut at Strander Intersection for damaged asphalt 0 Total $ 94,600.00 Sales Tax (9.5%) $ 8,987.00 Total with Tax $ 103,587.00 Time Impact (days) 27 hrs 5 calendar days (27 hours x 7 days per week / 40 hours per week) Page 1 of 1 Pages C0#2 FA Tracking Log.xlsx 2/21/2017 16-111(a) Council Approval N/A Sheet 1 of 1 CITY OF TUKWILA CONTRACT CHANGE ORDER NO. 01 DATE: 02-17-17 BUDGET NO.: PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 (6 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements TO: Titan Earthwork You are hereby directed to make the herein described changes to the plans and specifications or do the following described work not included in the plans and specifications on this contract: NOTE: This change order is not effective until approved by the "Owner" and a notice to proceed is issued. Conditions: A. The following change, and work affected thereby, are subject to all contract stipulations and covenants; B. The rights of the "Owner" are not prejudiced; C. All claims against the "Owner" which are incidental to or as a consequence of this change are waived; and D. The Contractor must submit all Field Overhead and Home Office Overhead Rates for approval in advance of all change orders. CHANGE: See Attached Exhibit "A" We the undersigned Contractor, have given careful consideration to the change proposed and hereby agree, if this proposal is approved, that we will provide all equipment, furnish all materials, except as may otherwise be noted above, and perform all services necessary for the work above specified, and will accept as full payment therefore the prices shown above and below. ACCEPTED: Date '212 -120 By A./7\ Original Contract Previous Change Order This Change Order (without tax) REV. CONTRACT AMOUNT Contractor: Titan Earthwork Title -PROW" '1 f2(‘'N\' iZ $ 3,504,684.14 ✓ APPROVED BY THE CITY OF TUKWILA $ 0.00 Date ri/l, —7 , 2-0) 1 $ 98,400.00" / By $ 3,603,084.14 I Previous Contract Time: 180 Additional Contract Time for this Change Order: 11 U •dated Contract Time: 191 RIGINAL: City Clerk (1 of 2) Contractor (2 of 2) Mayor A c& Er, City Engineer cc: Finance Department (w/encumbrance) Project Management File PW Project Finance File $ /6/4/' 2e C (11/2014) EXHIBIT A PROJECT NO.: 99940103 & 91440204 CONTRACT NO.: 16-111 PROJECT NAME: Andover Park East — Water Main and Sewer Replacements Description This change order formalizes impacts to contract work from unidentified utility conflicts through January 17, 2017. There were existing utilities that conflicted with contract sewerline installation, and these existing utilities were not shown clearly, if at all, on the contract plans. The contractor therefore provided additional work to investigate and work around the utilitiy conflicts. This change order includes utility conflict work from the first week of October 2016 until mid -January 2017. Following is the list of specific utility conflict issues included in this change order and narratives discussing each individual conflict. Date Description Cost Time Impact to Critical Path (hours) 10/3/16 — 10/5/16 Additional Potholing for Side Sewer Connections $ 4,500.00 0 10/5/2016 Unidentified PVC Conduit $ 600.00 0.5 10/4, 10/6, 10/10/16 Temporary Removal and Replacement of Storm Drain Line (City) $ 5,500.00 3.5 10/11/2016 Existing 6" Side Sewer Conflict (City) $ 6,400.00 5 10/12/2016 Existing PSE ductbank and unknown comm conduit Conflict (PSE) $ 3,100.00 2 10/18-10/20/16, 10/24/16 Utility conflicts at STA 3+30 (PSE, CTL) $ 43,200.00 24 10/25/2016 Miscellaneous Additional Potholing Between SSMH#2-SSMH#3 (Various) $ 2,200.00 0 10/28, 11/1/16 Multiple Utility Conflicts at Washington Place Sewer Connection (PSE, CenturyLink, Comcast, City) $ 21,900.00 20 11/15-11/16/16 Existing Storm Line Conflict (City) $ 10,200.00 8.5 1/10, 1/17/17 Traffic Control Support for City Potholing (City) $ 800.00 0 Total $ 98,400.00 63.5 October 3-5, 2016: (City of Tukwila) The contractor performed added potholing for existing side sewer connections to verify elevations of the side sewers. The side sewer lines were shown on the original contract plans, but some of the locate information was not accurate within the standard of 2' each way. This caused extra work in finding the side sewers when they were outside the locates by more than 2 feet The cost for this work was $4,500. This did not impact the project's critical path, therefore there is no change in contract time. (FA#41-43) October 5, 2016: (Unknown Utility in Andover Park East and Strander Blvd Intersection) An unmarked and unidentified PVC conduit with 3 wires inside was broken during trenching for new sewer. The discovery and investigation impacted progress of critical path sewer install work. The cost for this work was $600, and the time impact to critical path was 0.5 hours. (FA#02) October 4, 6, and 10, 2016: (City of Tukwila) City of Tukwila approved temporary cut out and replacement of existing City storm drain line at approximately STA -0+35 to minimize impacts due to other unidentified utilities by providing easier access to make the King County Manhole sewer connection. This work was for removal and repair of the existing storm drain line. Cost for this work was $5,500, and the time impact to critical path was 3.5 hours. (FA#05) October 11, 2016: (City of Tukwila) Existing 6" side sewer was discovered in conflict with installation of Sanitary Sewer Manhole (SSMH) #1. This side sewer conflict was not shown in the contract plans. In addition, an existing PSE ductbank and a communications conduit (also not shown in contract plans) were discovered which further restricted the installation area. This resulted in added work and time to adjust the location and elevation of SSMH#1 and adjust the alignment and slope of the sewer line going northbound and southbound from SSMH#1. Cost for this work was $6,400, and the time impact to critical path sewer installation was 5 hours. (FA#06) October 12, 2016: (Puget Sound Energy (PSE)) A PSE ductbank and communication conduit not shown in the contract plans were exposed at approximately STA 0+65. These utilities resulted in the need for additional shoring and excavation effort to install the critical path sewer line under these utilities. Cost for this work was $3,100, and the time impact to the critical path was 2 hours. (FA#08) October 18-24, 2016: (PSE Power and Century Link (CTL) at STA 3+30) Several existing utilities at approximately STA 3+30 were found during excavation. There was a gas line that was shown on the contract plans, however, the PSE ductbank, CTL ductbank, and a new gas line to Washington Place were not shown on the plans. Due to the close proximity of these to each other, special excavation and shoring methods were required such as hydroexcavation and different shoring. Cost for this work was $43,200, and the time impact to critical path was 24 hours. (FA#09-13) October 25, 2016: (Various utilities between SSMH#2 and SSMH#3) The contractor potholed for miscellaneous utilities between SSMH#2-SSMH#3. Some of the utilities were noted on the contract plans, and the rest of the utilities were not previously identified, including a CenturyLink ductbank at approximately STA 8+15 and a Comcast conduit at approximately STA 7+45. The utilities not on the contract plans are added work. This additional cost was $2,200, and there were no impacts to the critical path schedule. (FA#16) October 28 and November 1, 2016: (Comcast, City of Tukwila at STA 4+55) Multiple utilities were exposed while excavating to connect SSMH#2 to existing sewer manhole at the adjacent Washington Place property. Utilities included a PSE concrete -capped ductbank, a CenturyLink ductbank, an unknown power conduit, a 4" Comcast conduit, two spare 2" CoT electrical conduits, and an unknown 2" metal conduit which was later determined to be abandoned. None of these utilities were shown on the contract drawings. The utility crossings required the use of hydroexcavation to expose the utilities and excavate much of the trench that could not be reached with an excavator bucket. It also required the use of special trench shoring that took more time and labor to install. For the Comcast conduit, the contractor excavated and provided support to SEFNCO, Comcast's representative, to temporarily remove the conduit and install a jumper cable to continue Comcast service after the conduit was removed. The work also includes time to temporarily remove portions of City spare conduits and cut out the 2" metal conduit which was determined to be abandoned. Cost for this work was $21,900, and time impact to the critical path was 20 hours. (FA#18, 19) November 15-16, 2016: (City of Tukwila, STA 0+25) With request from the City, the contractor potholed for an exising concrete storm line that is not shown in the contract plans. The potholing confirmed that storm drain crossed the new sewer line trench. Additional shoring and hydro -excavation was done to work around the conflicting storm line. The cost for this work was $10,200 and the time impact to critical path was 8.5 hours. (FA #33, 35) January 10 and 17, 2016: (City of Tukwila, Various) The City independently potholed to verify locations of various side sewers and Seattle Public Utilities (SPU) waterline on the project site to obtain data required for water and sewer redesigns. The City requested traffic control support from the contractor for this potholing work. This traffic control assistance was not specified in the original contract and is therefore extra work. The cost for the traffic control support was $800, and there were no impacts to the critical path schedule. (FA#39, 46) Materials All materials shall be in accordance with current contract specifications or as approved by the Engineer. Construction Requirements The Contractor shall construct the revisions in accordance with current contract specifications or as approved by the Engineer. Measurement and Payment All work required by this change order will be paid for by a new item, "Unidentified Utility Conflicts", by lump sum, based on costs incurred for issues identified in this change order. The lump sum item includes all direct and indirect costs to perform the work including, but not limited to, costs related to added time on the project. The added work results in a net increase in project costs of $98,400 to the City of Tukwila. Contract Time Contract time shall be extended by eleven (11) calendar days as a result of this change order. CO#1 Unidentified Utility Conflicts: Force Account Tabulation Andover Park E Water Main and Sewer Replacements Force Account No. Date Description Issue Cost Force Account Cost Time Impact to Critical Path (hours) 41 10/3/2016 Additional Potholing for Side Sewer Connections $ 4,500.00 $ 1,800.00 0 42 10/4/2016 $ 1,100.00 0 43 10/5/2017 $ 1,600.00 0 2 10/5/2016 Unidentified PVC Conduit $ 600.00 $ 600.00 0.5 5 10/4, 10/6, 10/10 Temporary Removal and Replacement of Storm Drain Line (City $ 5,500.00 $ 5,500.00 3.5 6 10/11/2016 Existing 6" Side Sewer Conflict (City) $ 6,400.00 $ 6,400.00 5 8 10/12/2016 Existing PSE ductbank and unknown comm conduit Conflict (PSE) $ 3,100.00 $ 3,100.00 2 9 10/18/2016 Utility conflicts at STA 3+30 (PSE, CTL) $ 43,200.00 $ 2,400.00 1.5 10 10/19/2016 $ 15,500.00 9 11 10/20/2016 $ 16,100.00 7.5 12 10/24/2016 $ 3,000.00 2 13 10/24/2016 $ 6,200.00 4 16 10/25/2016 Miscellaneous Additional Potholing Between SSMH#2-SSMH#3 (Various) $ 2,200.00 $ 2,200.00 0 18 10/28/2016 Multiple Utility Conflicts at Washington Place Sewer Connection (PSE, CenturyLink, Comcast, City) $ 21,900.00 $ 10,400.00 10 19 11/1/2016 $ 11,500.00 10 33 11/15/2016 Existing Storm Line Conflict (City) $ 10,200.00 $ 7,000.00 6.5 35 11/16/2016 $ 3,200.00 2 39 1/10/2017 Traffic Control Support for City Potholing (City) $ 800.00 $ 300.00 0 46 1/17/2017 $ 500.00 0 Total $ Sales Tax (9.5%) $ Total with Tax 98,400.00 9,348.00 $ 107,748.00 Time impact (days) 63.5 hrs 11 calendar days (63.5 hours x 7 days per week / 40 hours per week) Page 1 of 2 Pages CO#1 FA Tracking Log.xlsx 2/21/2017 16-111 Council Approval 8/1/16 C-1 THIS AGREEMENT is made and entered into on this 1 g day of c-Orfti1o1 , 20 f 6, by and between the City of Tukwila, Washington ("Owner") and TITAN Earthwork, LLC ("Contractor). Now, therefore the parties agree as follows: AGREEMENT FORM CONTRACT NO. /6 1. Project. Contractor shall complete all work and furnish all labor, tools, materials, and equipment for the project entitled Andover Park East Water Main and Sewer Replacement, Project No. 99940103 & 91440204, including all changes to the Work and force account work, in accordance with the Contract Documents, as described in Section 1-04.2 of the Supplemental General Requirements. 2. Payments. Owner shall pay Contractor at the unit and lump sum prices, and by force account as specified in the Proposal according to the Contract Documents as to time, manner, and condition of payment. The payments to Contractor include the costs for all labor, tools, materials and equipment for the Work. 3. Completion Date. Contract time shall commence upon Owner's Notice to Proceed date. The Work under this Agreement shall be completed within the time specified in the Proposal. If the Work under this Agreement is not completed within the time specified, as detailed in the Contract Documents, Contractor shall pay liquidated damages and all engineering inspection and supervision costs to Owner as specified in the Proposal. 4. Attorney's Fees. In the event litigation is commenced to enforce this Agreement, the prevailing party shall be entitled to recover its costs, including reasonable attorneys and expert witness fees. 5. Disclaimer. No liability of Contractor shall attach to Owner by reason of entering into this Agreement, except as expressly provided in this Agreement. 6. Counterparts. This Agreement is executed in two (2) identical counterparts,, by the parties, each of which shall for all purposes be deemed an original. CITY OF TUKWILA, WASHINGTON (Owner) TITAN Earthwork LLC. (Contractor) By: ' fl /%/ si'%//�i/trif_� By: A -Ilan Ekbe-9 ayor Attest: This i.��day of ' ,� r� .�,v 20 / City C erk Appro. as t Form: City Attorney wsu3o�L•a. TITANEL936CO Title: Member Attest: This l lth day of August , 20 16 Contractor's License No. Address for giving notices: Address for giving notices: 3cb ,l icy / vd Sr/do • 4 j// w 1585 Valentine Ave SE Pacific, WA 98047 `dI6,Y-s C-3 PAYMENT AND PERFORMANCE BOND Bond to City of Tukwila, Washington Bond No. 0203354 We, TITAN Earthwork, LLC and Berkley Insurance Company (Principe° (Surety) a Delaware corporation, and as a surety corporation authorized to become a surety upon Bonds of Contractors with municipal corporations in Washington State, are jointly and severally bound to the City of Tukwila, Washington ("Owner"), in the penal sum of Three Million Five Hundred Four Thousand Six Hundred Eighty Four and 14/100ths Dollars ($ 3,504,684.14 ), the payment of which sum, on demand, we bind ourselves and our successors, heirs, administrators, executors, or personal representatives, as the case may be. This Payment and Performance Bond is provided to secure the performance of Principal in connection with a contract dated , 20_ , between Principal and Owner for a project entitled Andover Park East Water Main and Sewer Replacement , Contract No. ("Contract"). The initial penal sum shall equal 100% of the Total Bid Price, including sales tax, as specified in the Proposal submitted by Principal. NOW, THEREFORE, this Payment and Performance Bond shall be satisfied and released only upon the condition that Principal: • Faithfully performs all provisions of the Contract and changes authorized by Owner in the manner and within the time specified as may be extended under the Contract; • Pays all laborers, mechanics, subcontractors, lower tier subcontractors, material men, and all other persons or agents who supply labor, equipment, or materials to the Project; • Indemnifies and holds Owner, its officers, and agents harmless from and against all claims, liabilities, causes of action, damages, and costs for such payments for labor, equipment, and materials by satisfying all claims and demands incurred under the Contract, and reimbursing and paying Owner all expenses that Owner may incur in making good any default by Principal; and • Indemnifies and holds Owner harmless from all claims, liabilities, causes of action, damages and costs, including property damages and personal injuries, resulting from any defect appearing or developing in the material provided or workmanship performed under the Contract. The indemnities to Owner shall also inure to the benefit of the Consulting Engineers and other design professionals retained by Owner in connection with the Project. This bond shall remain in effect for one (1) year after Final Acceptance of the Contract at ten percent (10%) of the Total Bid Price, including sales tax, to insure against all defects and corrections needed in the material provided or workmanship performed. The liability of Surety shall be limited to the penal sum of this Payment and Performance Bond. No change, extension of time, alteration, or addition to the terms of the Contract or to the Work to be performed under the Contract shall in any way affect Surety's obligation on the Payment and Performance Bond. Surety hereby waives notice of any change, extension of time, alteration, or addition to the terms of the Contract or the Work, with the exception that Surety shall be notified if the Contract time is extended by more than twenty percent (20%). If any modification or change increases the total amount to be paid under the Contract, Surety's obligation under this Payment and Performance Bond shall automatically increase in a like amount. Performance & Payment Bond C-4 Any such increase shall not exceed twenty-five percent (25%) of the original amount of the Payment and Performance Bond without the prior written consent of Surety. This Payment and Performance Bond shall be governed and construed by the laws of the State of Washington, and venue shall be in King County, Washington. IN WITNESS WHEREOF, the parties have executed this instrument in two (2) identical counterparts this loth day of August 20 16 TITAN Ea fnw0rx rLLC. Signature of uth ze Official Title Name and address of local office of agent and/or Surety Company: By Berkley Insurance Company Christopher Kinyon Attorney in Fact (Attach Power of Attorney) Propel Insurance PO Box 2940 Tacoma, WA 98401 Surety companies executing bonds must appear on the current Authorized Insurance List in the State of Washington per Section 1-02.7 of the Standard Specifications. No. BI-1220f POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted .4 and appointed, and does by these presents make, constitute and appoint: Karen C. Swanson; Julie R. Truitt; Brent E. Heilesen; cd Christopher Kinyon; Jamie Diemer; Carley Espiritu; Peter J. Comfort; Jennifer L. Snyder; Annelies M. Richie; or Kyle Joseph Howat of Propel Insurance of Tacoma, WA its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the ct same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its E principal office in their own proper persons. i cit This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, e) without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following o resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: >v a. 0 � u o - L ocrs o g U .- 0 E • b o ° IN WITNESS WHEREOF, the Company has ca sed these presents to be signed and attested by its appropriate officers and its o corporate seal hereunto affixed this IV day of 2016. tKi y Attest: 0 RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. Q „ (Seal) By Ira S. LedermanY J'I*) Rafter 0 Senior Vice President & Secretary S� President N WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE B RKLEY" SECURITY PAPER. 04 -c, 0 N0 _ O -0 0 Z ct Sworn to before me, a Notary Public in the State of Connecticut, this 2' day of f , 2016, by Ira S. Lederman and Jeffrey M. Hafter who are sworn to me to be the Senior Vice President and Secre , a d the Senior Vice sident, respectively, of Berkley Insurance Company. MARIA C. RUNOBAKEN .9., NOTARY PUBLIC U L t!` Z7 MY COMMISSION EXPIRES zAPRIL30, 2019 g CERTIFICATE 3°' ey Insurance Company STATE OF CONNECTICUT ) ) ss: COUNTY OF FAIRFIELD ) Notary Public, State of Connecticut I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. , / Given under my hand and seal of the Company, this f GA day of (Seal) Vincent P. Forte RELEASE OF RETAINAGE BOND OF CONTRACTOR Bond No. 0203356 KNOW ALL MEN BY THESE PRESENTS: That we TITAN Earthwork, LLC _____ (hereinafter called Principal), and Berkley Insurance Company a corporation organized and doing business under and by virtue of the laws of the state of Delaware and duly licensed for the purpose of making, guaranteeing or becoming sole surety upon bonds or undertakings required and authorized by the State of Washington, (hereinafter called Surety), as Surety, are held firmly bound unto City of Tukwila , (hereinafter called Obligee) in the just and full sum of One Hundred Sixty-four Thousand Five Hundred Ninety-six And 23/100THS 6164,596.23 ) plus 5% of any increases in the contract amount that have occurred or may occur, due to change orders, increases in the quantities or the addition of any new item of work THE CONDITIONS OF THIS OBLIGATION ARE SUCH THAT, Whereas, the said Principal on the day of entered into a written contract with the said obligee for Andover Park East Water Main and Sewer Replacement which said contract is hereby referred to and made a part hereof by reference. WHEREAS, Pursuant to Chapter 60.28 RCW, the above named Principal has requested release of retained percentage earned or which may be earned under said contract, and, WHEREAS, the obligee is willing to release retained percentage in advance of contract terms relating to payment provided the principal shall file bond to indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retainage to the principal, which bond shall be subject to all claims and liens in the same manner and same priority as apply to the retainage percentage released, or to be released, NOW, THEREFORE, the condition of this obligation is such that if the principal shall indemnify the obligee for all loss, cost or damages which the obligee may sustain by reason of payment of retained percentage to the principal then this obligation shall be null and void unless otherwise to remain in full force and effect. iN WITNESS WHEREOF, said principal and said Surety have caused these presents to be duly signed and sealed this ',Moth day of August 2016 TITAN Earthwork, LLC'j;- ,, By: Principal Berkley Insurance Company, By: Christopher Kinyon -. Attorney -in -Fact No. BI-1220f POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE a) ad c a la• E 4) 1 o E ° o o 3 '[ o ry .o E-H L a) • o t~ o o 0 • 0 y t- 0 0 , o En U O -b o 0) o N •T.: 0 O -fl a, r,I o v U z-0 a NOTICE: The waming found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Karen C. Swanson; Julie R. Truitt; Brent E. Heilesen; Christopher Kinyon; Jamie Diemer; Carley Espiritu; Peter J. Comfort; Jennifer L. Snyder; Annelies M. Richie; or Kyle Joseph Howat of Propel Insurance of Tacoma, WA its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such attorney -in -fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and further RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. IN WITNESS WHEREOF, the Company has ca sed these presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this day of , 2016. Attest Berk ey Insurance Company (Seat) By Ira S. t /derma& Senior Vice President & Secretary WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE` RKLEY" SECURITY PAPER. STATE OF CONNECTICUT ) ) ss: ) COUNTY OF FAIRFIELD Sworn to before me, a Notary Public in the State of Connecticut, this day of Jeffrey M. Haller who are sworn to me to be the Senior Vice President and Score MARIA C. RUNDBAKEN NOTARY PUBLIC MY COMMISSION EXPIRES APRIL 30, 2019 CERTIFICATE I, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as Berkley Insurance Company. Hatter President of this date. Given under my hand and seal of the Company, this Q day of _ , 2016, by Ira S. Lederman and d the Senior Vice sident, respectively, of Notary Public, State of Connecticut Zo e (Seal) Vincent P. Forte P-1 REVISED PROPOSAL (unit price) Contractor's Name TITAN Earthwork LLC Contractor's State License No. TITANEL936CO City of Tukwila Project No. 999 401 03 & 914 402 04 To the Mayor and City Council City of Tukwila, Washington The undersigned (Bidder) hereby certifies that he personally examined the location and construction details of Work outlined in the Contract Documents for the City of Tukwila (Owner) project titled Andover Park East Water Main and Sewer Replacements, which project includes but is not limited to construction of water mains, sewer improvements and roadway reconstruction within the right-of-way of Andover Park East, including but not limited to approximately 2,900 lineal feet of 6" to 16" water main, along with hydrants, valves and services, approximately 1,700 lineal feet of 6" to 15" sanitary sewer main, approximately 1,300 lineal feet of 8" cured in place pipe (CIPP) rehabilitation, manholes and other appurtenances, storm drain manholes and catch basins, full -width pavement reconstruction, HMA overlay, channelization and pavement markings, sidewalk and driveway reconstruction, ADA sidewalk curb ramps, and other miscellaneous items to complete the Work as specified and shown in the Contract Documents. The majority of Work on the project is required to be conducted at night to avoid impacts to traffic. Temporary traffic control, flagging, roadway plating and police presence will be required for the work; and has read and thoroughly understands these Documents which govern all Work embraced in this improvement and the methods by which payment will be made for said Work, and thoroughly understands the nature of said Work; and hereby proposes to undertake and complete all Work embraced in this improvement in accordance with these Contract Documents and at the following schedule of rates and prices. The Bidder understands that the quantities mentioned herein are approximate only and are subject to increase or decrease, and hereby proposes to perform all quantities of work as either increased or decreased in accordance with the Contract Documents. As evidence of good faith, (check one)ldbid bond or 0 cash, 0 cashier's check, ❑ certified check, or 0 postal money order made payable to the City of Tukwila equal to five percent (5%) of the Total Bid Price is attached hereto. Bidder understands that, should this offer be accepted by Owner within ninety (90) calendar days after the day of Bid Opening and the Bidder fails or refuses to enter into an Agreement and furnish the required Payment and Performance Bond and liability insurance within ten (10) calendar days after Notice of Award, the Contract shall be null and void and the Bid Deposit or Bond accompanying this Proposal shall be forfeited and become the property of Owner as liquidated damages, all as provided for in the Bid Documents. Bidder shall attain Physical Completion of all Work in all respects within one hundred eighty (180) calendar days from the date stated in the written Notice to Proceed. If the work is not completed within this time period, Bidder shall pay liquidated damages to Owner as specified in Section 1-08.9 of the Standard Specifications for every calendar day work is not Physically Complete after the expiration of the Contract time stated above. In addition, Bidder shall compensate Owner for actual engineering inspection and supervision costs and any other legal fees incurred by Owner as a result of such delay. Prnvirlar1 to Rnilrfarc Frrhanna of WA Inn. Fnr ucana C nnrlitinnc AnrPamant caa www hrwa rnm - Alwavc Varifv Gnala Revised Proposal P-2 ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS Project No.999 401 03 & 914 402 04 Note: Unit prices for all items, all extensions, and the total amount bid must be shown. Where conflict occurs between the unit price and the total amount specified for any item, the unit price shall prevail, and totals shall be corrected to conform thereto. Do not include applicable Retail Sales Tax in the various Unit and Lump Sum prices, but instead add Sales Tax to the end sum as shown. GENERAL Item No. Item Description Quantity Unit Unit Price Amount G1 Mobilization 1 LS $ 31I,05N5S $31I,O5Y• SS G2 Temporary Signalization 1 LS $35,000.00 . $35,000.00 G3 Project Temporary Traffic Control 1 LS $220,000.00 $220,000.00 G4 TESC, Detention/Retention & SWPPP Facilities 1 LS $65,000.00 $65,000.00 G5 Restoration and Cleanup 1 LS $10,500.00 $10,500.00 G6 Removal and Disposal of Contaminated Soil 1 FA $25,000.00 $25,000.00 G7 Type B Progress Schedule 1 LS $500.00 $500.00 G8 Unexpected Site Changes 1 FA $30,000.00 $30,000.00 Subtotal of General bid items Sales Tax @ 9.5 % GENERAL TOTAL $ 6q 1, osy. S 5 $ 66720. t $ 'i 74 42.7 Y.73 WATER Item No. Item Description Quantity Unit Unit Price Amount W1 Construction Survey for Water 1 LS $4,000.00 $4,000.00 W2 Resolution of Utility Conflicts for Water 1 FA $10,000.00 $10,000.00 W3 Deleted w _ r W4 Trench Safety for Water 1 LS $3,500.00 $3,500.00 W5 16-inch D.I. Pipe & Fittings 1,710 LF $120.00 $205,200.00 W6 16" D.I. Pipe & Fittings, Restrained Joint 470 LF $165.00 $77,550.00 W7 10" D.I. Pipe & Fittings, Restrained Joint 110 LF $200.00 $22,000.00 W8 8" D.I. Pipe & Fittings 40 LF $95.00 $3,800.00 W9 8" D.I. Pipe & Fittings, Restrained Joint 310 LF $95.00 $29,450.00 W10 6" D.I. Pipe & Fittings, Restrained Joint 270 LF $80.00 $21,600.00 W11 3" D.I. Pipe & Fittings, Restrained Joint 80 LF $75.00 $6,000.00 %A/A In.. Ate.-- ___ ....... - A I. . n__1_ Revised Proposal P-3 W12 16" Butterfly Valve & Box 10 EA $3,400.00 $34,000.00 W13 10" Gate Valve & Box 4 EA $2,000.00 $8,000.00 W14 8" Gate Valve & Box 10 EA $1,400.00 $14,000.00 W15 6" Gate Valve & Box (Mainline) 3 EA $1,050.00 $3,150.00 W16 4" Gate Valve & Box 1 EA $865.00 $865.00 W17 Connection to Existing Main 9 EA $3,850.00 $34,650.00 W18 Connect to Existing Fire Service 7 EA $3,500.00 $24,500.00 W19 Abandon Existing Water Main 1 LS $2,000.00 $2,000.00 W20 Remove Existing Valve Box 16 EA $200.00 $3,200.00 W21 Fire Hydrant Assembly 9 EA $5,200.00 $46,800.00 W22 Remove & Salvage Existing Fire Hydrant 5 EA $300.00 $1,500.00 W23 2" Water Service 5 EA $4,200.00 $21,000.00 W24 11/z' Water Service 1 EA $4,000.00 $4,000.00 W25 1" Water Service 1 EA $2,700.00 $2,700.00 W26 1" Combination Air Valve Assembly 2 EA $3,400.00 $6,800.00 W27 Cap & Block Existing Main 1 EA $1,100.00 $1,100.00 W28 Crushed Surfacing Top Course (CSTC) 5,200 TN $ Z?, 50 1/y 3/ QQIv. 00 W29 Controlled Density Fill (CDF) 50 CY $245.00 $12,250.00 W30 Special thrust block 3 EA $5,500.00 $16,500.00 W31 Additional Water Main Fittings 1,000 LBS $2.00 $2,000.00 W32 Off Duty Police Officer 40 HRS $82.00 $3,280.00 W33 Unsuitable Foundation Excavation Incl. Haul 100 CY ¢ 3 j. 0 a 4 42p0. 0 0 1 2, 200.O4 W34 Gravel for Trench Foundation, Class B 100 TN i 2 g . 0 0 W35 Quarry Spalls for Trench Foundation 100 TN % 3 4.00 13, K O0 . Co a Subtotal of Water bid items Sales Tax © 9.5 % WATER TOTAL £ 7n 7q 5 . a0 $ 73 S9p. $ 3 '12 51, ors.$ 3 SANITARY SEWER Item No. Item Description Quantity Unit Unit Price Amount S1 Construction Survey for Sewer 1 LS $1,750.00 $1,750.00 S2 Resolution of Utility Conflicts for Sewer 1 FA $25,000.00 $25,000.00 S3 Deleted S4 Trench Safety for Sewer 1 LS $10,000.00 $10,000.00 0....lip l.n.l ♦... oo iou.,., t,...t,.,.,..,, s 1A/n A Revised Proposal P-4 S5 15-inch PVC Sewer Pipe 910 LF $72.00 $65,520.00 S6 12-inch PVC Sewer Pipe 550 LF $60.00 $33,000.00 S7 10-inch PVC Sewer Pipe 70 LF $44.00 $3,080.00 S8 8-inch PVC Sewer Pipe 30 LF $44.00 $1,320.00 S9 6-inch PVC Sewer Pipe 140 LF $57.00 $7,980.00 S10 8-inch CIPP Sewer Rehabilitation 1,320 LF $49.00 $64,680.00 S11 Reinstate Side Sewer (CIPP) 4 EA . $2,725.00 $10,900.00 S12 Replace Manhole Frame and Cover 5 EA $750.00 $3,750.00 S13 60-inch Diam. Manhole 1 EA $8,750.00 $8,750.00 S14 48-inch Diam. Manhole 5 EA $7,120.00 $35,600.00 S15 Bypass Pumping 1 LS $20,000.00 $20,000.00 S16 Connect to Existing King County Manhole, incl. D.I. Drop Structure 1 LS $8,800.00 $8,800.00 S17 Connect to Existing Side Sewer 6 EA $1,200.00 $7,200.00 S18 Cap/Plug Existing Side Sewer 4 EA $400.00 $1,600.00 S19A Gravel for Trench Foundation, Class B 600 TN { 39. 0 7 4101 40p, 00 S19B Quarry Spalls for Trench Foundation 200 TN $ 31O 0 . j 800. ocO S20 Crushed Surfacing Top Course (CSTC) 9,200 TN i 27,50 g /531000.00 S21 Controlled Density Fill (CDF) 30 CY $245.00 $7,350.00 S22 Dewatering and Sediment Treatment 1 LS $75,000.00 $75,000.00 S23 Off Duty Police Officer 60 HRS $82.00 $4,920.00 S24 Concrete Sled for Unstable Foundation 75 EA $450.00 $33,750.00 S25 Unsuitable Foundation Excavation Incl. Haul 200 CY $ 33. 00 i 4 (700- 00 Subtotal of Sewer Sales SEWER bid items Tax @9.5%Jbi $7 ) 6, 75o.0o j. 1. S TOTAL linp{1 VW, 2, S STORM DRAINS Item No. Item Description Quantity Unit Unit Price Amount D1 Construction Survey for Storm Drains 1 LS $875.00 $875.00 D2 Resolution of Utility Conflicts for Storm Drains 1 FA $5,000.00 $5,000.00 D3 Deleted D4 Trench Safety for Storm Drains 1 LS $1,500.00 $1, 500.00 D5 Replace CB Casting — Rectangular Vaned 11 EA $500.00 $5,500.00 M....i.d...,l M ..D 1"/" I-- r-- •'---- ^-- AM' --- "-----'--'-` --- �'----_' --.v A ^__I Revised Proposal P-5 D6 Replace CB Casting — Rectangular Solid 5 EA $500.00 $2,500.00 D7 Replace CB Casting — Round Solid 6 EA $500.00 $3,000.00 D8 Catch Basin Type 2, 48-inch Diam. 4 EA $5,600.00 $22,400.00 D9 12-inch Reinforced Conc. Storm Pipe 20 LF $135.00 $2,700.00 D10 CSTC 30 TN $ 27.50 $ 225. 00 D11 Controlled Density Fill (CDF) 15 CY St 2113.04) $ 3, G7 S. 00 Subtotal of Storm Drain bid items Sales Tax @ 9.5 %Sit STORM DRAIN TOTAL i i ?, C3 5.00 SS 7. 63 $ S 2, 5 32. 6 3 ROADWAY Item No. Item Description Quantity Unit Unit Price Amount R1 Asphalt Treated Base (ATB) 3,500 TN $80.00 $280,000.00 R2 Hot Mix Asphalt (HMA) 2,350 TN $87.00 $204,450.00 R3 2-inch Asphalt Grind 2,700 SY $6.00 $16,200.00 R4 Replace Induction Loop Vehicle Detector 46 EA $950.00 $43,7000.00 R5 Replace ADA Curb Ramp 8 EA $2,600.00 $20,8000.00 R6 Remove and Replace Curb & Gutter 600 LF $65.00 $39,000.00 R7 Remove and Replace Sidewalk and Driveway 360 SY $120.00 $43,200.00 R8 Channelization and Pavement Markings 1 LS $15,000.00 $15,000.00 R9 CSTC 200 TN $ 2.7. so 4 S, SOD. 00 R10 Replace Survey Monument 2 EA $950.00 $1 900.00 R11 Pavement Sawcut 1,700 LF $3.00 $5,100.00 R12 Temporary HMA Patch Over Utilities 820 TN $250.00 $205,000.00 R13 Roadway Excavation Incl. Haul 3500 CY $ 33 .O a l i 5,5190.0 a R14 Unsuitable Foundation Excavation Incl. Haul 500 CY 133.a0 4 161500.OJ R15 Gravel for Roadway Foundation, Class B 500 TN Sil 5.00 hi. ac7 R16 Quarry Spalls for Roadway Foundation 400 TN # If Sov $j $`Ooo• p0 ROADWAY TOTAL ,'I105 j,350.1701 Revised Proposal P-6 GENERAL TOTAL WATER TOTAL SEWER TOTAL STORM DRAIN TOTAL ROADWAY TOTAL TOTAL PROJECT BID AMOUNT /743,27'1.73 i 8 51,G$S.S3 1119,$4).25 (51,s32.43 j,051,350.00 3,50I,(vs 't1Y PrnuirdPrl to Ri iilrfPrc Fxnhanna of 1A/A Inn Pnr 'mama Rnnrlitinnc Anraamant coo UMAA/ rnm _ Alwavc Varifti Cralo Proposal P-7 Bids Submitted on Computer Printouts Bidders, at their option, in lieu of hand writing in the unit prices in figures in ink on the Bid forms above, may submit an original computer printout sheet with their bid, as long as the following requirements are met: 1. Each sheet of the computer printout must contain the exact same information as shown on the hard - copy bid form — Project Name, Schedule Name, column headings — in the order shown, totals, etc. 2. The computer printout of the Bid Proposal must have the exact certification language shown below, signed by the appropriate officer of the firm. 3. If a computer printout is used, the bidder must still execute that portion of the unit price Bid form which acknowledges the Bid Guaranty, Time of Completion, and all addenda that may have been issued, etc. If any of these things are missing or out of order, the bid may be rejected by the Owner. The unit and lump sum prices shown on acceptable printouts will be the unit prices used to tabulate the Bid and used in the Contract if awarded by the City. In the event of conflict between the two. unit Bid prices will prevail over the extended (Total) prices. If the Bid submitted by the bidder contains both the form on these Bid Proposal sheets, and also a computer printout, completed according to the instructions, the unit bid prices shown on the computer printout will be used to determine the bid. Put this certification on the last sheet of the Bid computer printout, and sign: (YOUR FIRM'S NAME) certifies that the unit prices shown on this complete computer print-out for all of the bid items contained in this Proposal are the unit and lump sum prices intended and that its Bid will be tabulated using these unit prices and no other information from this print-out. (YOUR FIRM'S NAME) acknowledges and agrees that the total bid amount shown will be read as its total bid and further agrees that the official total Bid amount will be determined by multiplying the unit Bid prices shown in this print-out by the respective estimated quantities shown on the Bid form then totaling all of the extended amounts. Signed: Title: Date: By signing below, Bidder acknowledges receipt and understanding of the following Addenda to the Bid Documents: Addendum No. Date of Receipt 1 7/11/16 2 Addendum No. 3 7/14/16 4 Date of Receipt NOTE: Failure to acknowledge receipt of Addenda may be considered as an irregularity in the Bid Proposal and Owner reserves the right to determine whether the bid will be disqualified. The Surety Company which will furnish the required Payment and Performance Bond is Berkley Insurance Company of: (Name) 1201 Pacific Ave, Ste 1000 Tacoma, WA 98402 (Address) Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 o.,,,,;.le,r +„ 0„;1,1nm. Cvnl,s.,..e .. %A/A i..n c.,. r...,..1,4•:.,.,.. A .__. _ a _ ....... w._.._ __ _ Al..._.._o--'- P-8 By signing below, Bidder certifies that Bidder has reviewed the insurance provisions of the Bid Documents and will provide the required coverage.,,It is understood that Owner may accept or reject all bids. Bidder: TITAN Earthwork LLC Signature of Authorized Official: Printed Name and Title: Address: Brett McKenzie a l 'S Partner 1585 Valentine Avenue SE Pacific, WA 98047 Circle One: Individual / Partnership / Joint Venture Z�`orporatior3 State of Incorporation: WA Phone No.: (206) 325-3004 Date: 7/18/16 This address and phone number is the one to which all communications regarding this proposal should be sent. NOTES: 1. If the Bidder is a co -partnership, give firm name under which business is transacted; proposal must be executed by a partner. If the Bidder is a corporation, proposal must be executed in the corporate name by the president or vice-president (or any other corporate officer accompanied by evidence of authority to sign). 2. A bid must be received on all items. If either a unit price or an extension is left blank (but not both) for a bid item, the Owner will multiply or divide the available entry by the quantity, as applicable, and enter it on the bid form. If there is no unit price or extension for one or more bid item(s), the proposal will be rejected. Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 %A/A :... ... r a:4o n .. — ._._.. .. .. n:... P-9 BID SECURITY Bid Deposit: The undersigned Principal hereby deposits a Bld Deposit with the City of Tukwila In the form of a cash deposit, certified or cashier's check, or postal money order In the amount of dollars ($ ). OR -- Bid Bond: The undersigned, TITAN Earthwork, LLC (Principal), and Berkley Insurance Company (Surety), are held and firmly bound unto the City of Tukwila (Owner) in the penal sum of Five Percent (5%) of Bid Amount dollars ($ 5% of Bid Amount ), which for the payment of which Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally. The liability of Surety under this Bid Bond shall be limited to the penal sum of this Bid Bond. Conditions: The Bid Deposit or Bid Bond shall be an amount not less than five percent (5%) of the total bid, including sales tax and is submitted by Principal to Owner in connection with a Proposal for Andover Park East Water Main and Sewer Replacements, Project No. 999 40103 & 914 402 04, according to the terms of the Proposal and Bld Documents. Now therefore, a. If the Proposal is rejected by Owner, or b. If the Proposal is accepted and Principal shall duly make and enter Into an Agreement with Owner In accordance with the terms of the Proposal and shall furnish a bond for the faithful performance of said Project and for the payment of all persons performing labor or furnishing materials in connection therewith, with Surety or Sureties approved by Owner, then this Bid Security shall be released; otherwise it shall remain In full force and effect end Principal shall forfeit the Bid Deposit or Surety shall immediately pay and forfeit to Owner the amount of the Bld Bond, as penalty and liquidated damages. The obligations of Surety and its Bid Bond shall be in no way impaired or affected by any extension of time within which Owner may accept bids; and Surety does hereby waive notice of any such extension. Signed and dated this 13th day of July TITAN Earthwork, LLC 4 Signature of.At therized Official Title Name and address of local office of agent and/or Surety Company: , 2016 Berkley Insurance Company Surety By pp�--� V w r Cftnstop�i infect Kion(Attach of Attorney) Berkley Insurance Company 412 Mount Kemble Avenue Morristown, NJ 07980 Surety companies executing bonds must appear on the current Authorized Insurance List In the State of Washington per Section 1-02.7 of the Standard Specifications Andover Park East Water Main end Sewer Replacements Rev 5-13-14 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www bxwa.com - Always Verify Scale No. BI-1220e r, bonds had been duly executed and acknowledged by the regularly elected officers of the Company at its principal office in their own proper persons. 0 .76 E This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, o .a without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following c resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January 25, 2010: RESOLVED, that, with respect to the Surety business written by Berkley Surety Group, the Chairman of the Board, Chief o . > Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant crl L' Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein o o to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the c o corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such Q- attorney -in -fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, 0 or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further :5 � RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and o further c RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any ce power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or .° E person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have • c ceased to be such at the time when such instruments shall be issued. 5 2 IN WITNESS WHEREOF, the Company has caus d hese presents to be signed and attested by its appropriate officers and its corporate seal hereunto affixed this2R'day of ,C,?4/j.z.' , 2015. c Attest: 7 - - Berkley Insurance Compan `a ..6 (Seal) By o N Ira S. Lederman ( J�fkbv?4t. 0 a Senior Vice President & Secretary $eriior Vie President -v E t' WARNING: THIS POWER INVALID IF NOT PRINTED ON BLUE "BERKLEY" SECURITY PAPER. L' -0 o STATE OF CONNECTICUT ) 8 COUNTY OF' FAIRFIELD ) ss: Sworn to before me, a Notary Public in the State of Connecticut, this,�y day o/-C II , 2015, Ira S. Lederman and 7-1 74 Jeffrey M. Hafter who are sworn to me to be the Senior Vice President and Secret , and the,Senior Vice Presi nt, respectively, of co", Berkley Insurance Company. MARIA C. RUNOBAKEN //la(41.--�L1t3./� ¢ a NOTARY PUBLIC c, MY COMMISSION EXPIRES N Public, State of Connecticut z APRIL 30, 2019 CERTIFICATE ix y 1, the undersigned, Assistant Secretary of BERKLEY INSURANCE COMPANY, DO HEREBY CERTIFY that the foregoing is a -. true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has not been revoked or rescinded and that the authority of the Attorney -in -Fact set forth therein, who executed the bond or undertaking to which this Power of Attorney is attached, is in full force and effect as of this date. jj ri / / Given under my hand and seal of the Company, this 1., 7`� day of J 4t ( , ZO r0 . POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made, constituted and appointed, and does by these presents make, constitute and appoint: Karen C. Swanson; Julie R. Truro; Brent E. Heilesen; Christopher Kinyon; Jamie Diemer; Carley Espiritu; Peter J. Comfort; Jennifer L. Snyder; or Annelies M. Richie of Propel Insurance of Tacoma, WA its true and lawful Attorney -in -Fact, to sign its name as surety only as delineated below and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.$50,000,000.00), to the same extent as if such other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any RA Hafte11 (Seal) Andre , . Tum Instructions for Inquiries and Notices Under the Bond Attached to This Power Berkley Surety Group is the affiliated underwriting manager for the surety business of: Acadia Insurance Company, Berkley Insurance Company, Berkley Regional Insurance Company, Carolina Casualty Insurance Company, Union Standard Insurance Company, Continental Western Insurance Company, and Union Insurance Company. To verify the authenticity of the bond, please call (866) 768-3534 or email BSGInquiry@berkleysurety.com Any written notices, inquiries, claims or demands to the surety on the bond to which this Rider is attached should be directed to: Berkley Surety Group 412 Mount Kemble Avenue Suite 310N Morristown, NJ 07960 Attention: Surety Claims Department Or email BSGClaim@berkleysurety.com Please include with all notices the bond number and the name of the principal on the bond. Where a claim is being asserted, please set forth generally the basis of the claim. In the case of a payment or performance bond, please identify the project to which the bond pertains. P-10 STATE OF WASHINGTON ) COUNTY OF KING ) NON -COLLUSION DECLARATION ss. The undersigned, being first duly sworn, on oath states that the person, firm, association, partnership, joint venture, or corporation named in the Bid Proposal has (have) not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with the City of Tukwila project named Andover Park East Water Main and Sewer Replacements, Project No. 999 401 03 & 914 402 04. TITAN Earthwork LLC Name of Firm IQo ture of Authorized Official _0 _it Title Signed and sworn to before me on this « day of Signature of Notary Public in and for the State of Washington, residing a My appointrr>-41...,0.c ,""iu y,0..,'t t _ 14 - e�cp1-1 TFo , SEAL _ v NOTARY ;,': PUBLIC �.��J'J9, .:14. 29N1..''. . F .* To report bid�f�ig,gj f llllt� , call: NOTICE TO ALL BIDDERS 1-800-424-9071 ,2016. The U.S. Department of Transportation (USDOT) operates the above toll -free "hotline" Monday through Friday, 8:00 a.m. to 5:00 p.m., eastern time. Anyone with knowledge of possible bid rigging, bidder collusion, or other fraudulent activities should use the "hotline" to report such activities. The "hotline" is part of USDOT's continuing effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the USDOT Inspector General. All information will be treated confidentially and caller anonymity will be respected. Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale P-11 RESPONSIBLE BIDDER DETERMINATION FORM Attach additional sheets as necessary to fully provide the information required. Name of Bidder: TITAN Earthwork LLC Address of Bidder: Pacific 1585 Valentine Avenue SE WA City State Contractor's License No. TITANEL936CO WA State UBI No. License Bond Registration No. 0182016 98047 Zip Code 602-605-763 Dept. of L&I Worker's Comp. Acct. No. 129,376-00 Bidder is a(n): 0 Individual 0 Partnership 0 Joint Venture Incorporated in the state of WA List business names used by Bidder during the past 10 years if different than above: Bidder has been in business continuously from Bank Reference Bank of America Bank 2007 Year Sally Nguyen 206-358-2055 Account Officer Officer's Phone No. No. of regular full-time employees: 75 Number of projects in the past 10 years completed: 25 ahead of schedule 15 on schedule behind schedule Bidder has had experience in work comparable to that required for this Project: As a prime contractor for 8 years. As a subcontractor for 0 years. List the supervisory personnel to be employed by the Bidder and available for work on this project (Project Manager, Principal Foreman, Superintendents, and Engineers): Name Title How Long With Bidder Brett McKenzie Steve Greilinq Bill Gill Partner 8 years Partner 8 years Partner 8 years Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale P-12 Name the Surveyor to be used on this Project, who will directly supervise all surveying activities. Attach a resume outlining the experience and qualifications of the Surveyor. Is the Surveyor licensed in the State of Washington (a PLS)? 54 Yes ❑ No Surveyor's Name: V 1►►£.. C.rio..S St .ry " C. A. ma 41b`i List all those projects, of similar nature and size, completed by Bidder within the past 10 years. Include a reference for each. Any attached preprinted project listing must include all this information. Bidder must have at least 10 years experience working on projects of similar nature and size. Year Contract Proiect Name Completed Amount Owner/Reference Name and Phone see attached list. List all projects undertaken in the last 10 years which have resulted in partial or final settlement of the Contract by arbitration or litigation in the courts: Name of Client and Project N.A. Total Claims Amount of Contract Arbitrated Settlement Amount or Litigated of Claims Hp Bidder, or any representative or partner thereof, ever failed to complete a contract? 'I No 0 Yes If yes, give details: Hp Bidder ever had any Payment/Performance Bonds called as a result of its work? No 0 Yes If yes, please state: Project Name Contracting Party Bond Amount Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 Derwirickel fen Rot iiI.-orc Dvrho nno of WA Inr Gnr ncna (':.nnrlifinnc Anraamanf calm \AAAAA/ hvun rnm _ AItAeanIc Varifil Crala WE Coates S u rveyi n g ServingWashington State's`Construction'Industry July 18, 2016 Reference: Andover Park Eastwater main and sewer replacements Tukwila Bid Date: July 18, 2016 @ 3pm Prepared by Ross Riipinen Please find included our survey proposal for the upcoming project. We have attempted to include all the survey items we believe you will require for this project. If there is an item you feel we have excluded please let us know and we will gladly include that item for you. W.E Coates surveying has a long successful history spanning 30 years providing quality construction surveying to Washington State's construction industry. We have worked on some of the state's largest construction projects and have a long working relationship with many of Washington States contractors. Thank you and good luck on your upcoming bid. Ross Riipinen Project Surveyor/Estimator Contact Us (360) 561-5299 rossriipinen@wecoatessurveying.com DEMOLITION • EARTHWORK • UTILITIES Core Principles: Integrity / Safety / Quality / Production 2016 ACTIVE PROJECTS (Technically Challenging or Unique Conditions) Job #1601— Downtown Seattle building demolition, 30-foot deep excavation, utilities, & roadway Project Name: Fremont Office Building Phone Number: 206-458-2331 Prime: Pennon Construction Contact: Spencer Franks Date Awarded: Winter 2016 Completion: Winter 2017 (70% to date) Owner: Private Equity Group Contract Amount: $1,900,000+/- Job #1602 — US Army Corp of Engineers — JBLM 84" Diameter Mainline Storm Utility Infrastructure Project Name: Repair DuPont Stormwater Pond Prime: Doyon Government Group Date Awarded: Fall 2015 Owner: United States Army Corp of Engineers Job #1603 — Major Hospital Parking Lot (complete build out) Project Name: Swedish Hospital Parking Lot - Issaquah Prime: Selien Construction Date Awarded: Winter 2016 Owner: Swedish Health Services Job #1608 — Arterial Roadway Reconstruction in Seattle Project Name: Arterial Asphalt & Concrete Renton Ave Prime: TITAN Earthwork Date Awarded: Spring 2015 Owner: City of Seattle — Dept. of Transportation Phone Number: 253-880-5988 Contact: Kraig Heinz Completion: Fall 2016 (20% to date) Contract Amount: $891,500+/- Phone Number: 206-730-0852 Contact: Jeremiah Shakespeare Completion: Done Contract Amount: $1,085,090+/- Phone Number: 206-707-5979 Contact: Allen Cabales Completion: Fall 2016 (10% to date) Contract Amount: $2,050,000+/- Job #1609 — Seattle YMCA — Total Site Development & Seattle R.O.W. Reconstruction Project Name: West Seattle YMCA Renovation & Expansion Prime: Lease Crutcher Lewis Date Awarded: Spring 2016 Owner: YMCA Job #1611— Major Stadium Lighting (massive foundations and Project Name: Foss High School Field Lighting Prime: TITAN Earthwork (Electrical Division) Date Awarded: Spring 2016 Owner: Tacoma Public Schools Phone Number: 916-990-8833 Contact: Roman McNaughton Completion: Fall 2016 Contract Amount: $925,000+/- vertical light towers) Phone Number: 206-285-0400 Contact: Jeff Burke (Consultant) Completion: Summer 2016 Contract Amount: $468,342 Job #1612 — SeaTac International Airport, North Satellite Renovation (Runway Demo & PCCP) Project Name: Work Package #1 (airfield concrete paving) Prime: Hensel -Phelps Date Awarded: Spring 2016 Owner: Port of Seattle Phone Number: 408-460-9066 Contact: David Tompkins Completion: Fall 2016 Contract Amount: $295,000+/- Responsible Bidder Detenn 'nation Form P-13 H Bidder ever been found guilty of violating any State or Federal employment laws? t No !] Yes If yes, give details: Has Bidder ever fil for protection under any provision of the federal bankruptcy laws or state insolvency laws? No ❑ Yes If yes, give details: His any adverse legal judgment been rendered against Bidder in the past 5 years? No 0 Yes If yes, give details: Has Bidder or any of its employees filed any claims with Washington State Workman's Compensation or other inp rance company for accidents resulting in fatal injury or dismemberment in the past 5 years? `M' No 0 Yes If yes, please state: Date Type of Iniury Agency Receiving Claim The undersigned Warrants under penalty of Perjury that the foregoing information is true and accurate to the best of his/her knowledge. The undersigned authorizes the City of Tukwila to verify all information contained herein. Signature of Bidder Title: Partner Date: 7/18/16 Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 Provided to Builders FYrhanne of WA Inc Fnr tisane Cnnditinns Anreement SAP www hYwa rnm - Always Verify Crale P-14 PROPOSED EQUIPMENT AND LABOR SCHEDULE (Use additional sheets if required) Equipment to be used: DESCRIPTION/TYPE YEAR CONDITION OWN/RENT See attached list Labor to be used: f'1oeiski,rs X 3 I La►bo.4.1.s at' , pp« a.,aorS ePkLIhts,k1 X Brett McKenzie Signature of Authorizsd Official,' Partner, Title Andover Park East Water Main and Sewer Replacements Prnvirlpd to Ruildprs Fxchannp of WA Inc For 'sane Cnnditinns Anreempnt spp www.bxwa.nom - Always Verify Scale Rev. 5-13-14 DEMOLITION • EARTHWORK • UTILITIES 13806 16th Street East - Sumner - Washington - 98390 EQUIPMENT LIST EXCAVATOR COMPACT EXCAVATOR WHEEL LOADER 2011 Komatsu PC350 2007 JD 50 2011 JD 544K 2012 Komatsu PC228 2012 JD 50 2007 JD 644J 2008 JD 225 2009 Hitachi 50 2012 Komatsu PZ320 2011 JD 135 2008 Hitachi 135 2011 Hitachi 135 2008 CAT 328 BACKHOE DOZER SWEEPER 2004 CAT 420D 2008 JD 65OLGP 1999 Rosco Cabover 2006 JD 310SG 2007 Lay-Mor 3 Wheel ROLLER GRADER TRAILER 2003 Vibromax 2009 Komatsu GD655 2006 PJ Dump 2007 Wacker 2008 Load Tr 12K 1999 Trail King 14K 2006 Sullair 185 CFM 2006 Wylie 500 H2O COMMERCIAL VEHICLES SERVICE TRUCKS PICKUPS 2012 Kenworth T-800 2007 Ford 450 2011 Ford 250 2007 Kenworth T-800 2008 Ford 550 2012 Ford 150 2007 Ford H2O N8F 2007 Ford 550 2012 Ford 150 2007 Ford 550 2007 Ford 150 2012 Ford 550 2004 Ford 350 2003 Ford 150 2008 Dodge 1500 P-15 PROPOSED SUBCONTRACTORS Name of Bidder TITAN Earthwork LLC In accordance with RCW 39.30.060 as amended, every bid that totals $1 million or more shall include below the names of the subcontractors with whom the Bidder, if awarded the contract, will subcontract for performance of the work of: HVAC (heating, ventilation, and air conditioning); plumbing as described in chapter 18.106 RCW; and electrical as described in chapter 19.28 RCW, or to name itself for the work. The Bidder shall not list more than one subcontractor for each category of work identified, unless subcontractors vary with bid alternates, in which case the Bidder must indicate which subcontractor will be used for which alternate. Failure of the Bidder to submit as part of the bid the names of such subcontractors or to name itself to perform such work or the naming of two or more subcontractors to perform the same work shall render the prime contract bidder's bid nonresponsive and, therefore, void. The successful Bidder must have the written permission of the Owner to make any change to this list Percent of total bid to be performed by Bidder ass % Schedule/Bid Item Numbers % of Name Subcontractor will perform Total Bid -i \T rA E o rth+v&Or-1G Ekt RH ta- a gia Andover Park East Water Main and Sewer Replacements Rev. 5-1314 PrnvirlPri to RiiilrlPrFYr.hannP of WA Inn Fnr tisane C:nnrlitinnc AnrtPmPnt GAP www hywa rnm - Always Vprifv RralP Responsible Bidder Determination Form P-16 This page intentionally left blank Andover Park East Water Main and Sewer Replacements Rev. 5-13-14 Page 32 Ornvirfarl to RniIrlchre Gvrhanna of WA Inr rnr neanch rnnrlitinnc Anraamant cinch U1nANV hv,ern rnm _ Altnrove Verify Rrnla ADDENDUM NO. 1 CITY OF TUKWILA ANDOVER PARK EAST WATER MAIN AND SEWER REPLACEMENTS CITY PROJECT NO.'S 999 401 03 and 914 402 04 DATE OF ADDENDUM ISSUE: DATE OF BID OPENING: July 11, 2016 July 13,2016 NOTE TO ALL PLANHOLDERS: This Addendum No. 1 containing the following revisions, additions, deletions, and/or clarifications, is hereby made a part of the Plans and Contract Provisions (Contract Documents) for the above - names project. Bidders shall take this Addendum into consideration when preparing and submitting their bids. Bidders shall acknowledge receipt and acceptance of this Addendum No. 1 in the space provided on the Proposal Signature Sheet or by signing in the space provided below and submitting the signed addendum with the bid package. Failure to provide this written acknowledgment may result in disqualification of the Bidder's submittal. CALL FOR BIDS 1. Call for Bids, Page 1-1: Delete the first paragraph and replace with the following: NOTICE IS HEREBY GIVEN that sealed bids will be received by the City of Tukwila, Washington at the office of the City Clerk, in Tukwila City Hall, 6200 Southcenter Boulevard, Tukwila, Washington 98188, up to the hour of 3:00 p.m. on Monday, July 18, 2016. Bids will be opened and publicly read aloud at 3:30 p.m. on Monday, July 18, 2016 for: ALL OTHER REQUIREMENTS OF THE CONTRACT DOCUMENTS REMAIN IN EFFECT. Sincerely, �A Robin Tischmak, P.E. City of Tukwila City Engineer Receipt acknowledged, and conditions agreed to this al day of July , 2016. Bidder TITAN Earthwork LLC Signature Addendum No, 1 July 11, 2016 Page 1 of 1 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale Sincerely, /ki , as„ 4 , r G+ Robin Tischmak, P.E. City of Tukwila City Engineer 120C31N TISCf+EotelAV-- Receipt acknowledged, and conditions agreed to this 15 day of July , 2016. Bidder TITAN Earthwork LLC Signature Addendum No. 2 July 14, 2016 Page 21 of 24 Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scale