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Home My WebLink About2026-06-09-minutes-solid-waste-and-maintenanceKITTITAS COUNTY SOLID WASTE AND MAINTENANCE MINUTES BOCC CONFERENCE ROOM, 205 WEST 5TH ROOM 108 - ELLENSBURG Regular Meeting TUESDAY 2:00 PM I June 9, 2026 Board members present: Chairman Cory Wright, Brett Wachsmith Vice -Chairman, and Commissioner Laura Osiadacz Others: Patti Stacey, Jesse Cox, Cody Cupp, Jeremy Johnston, Jeanne Killgore, Kady Porterfield, Charlie Smith, Ryan Wales and Erica Luce Call to Order at 2:00pm Citizen Comments (1 min. time limit) None Request to Approve a Corrected Legal Notice for June 16, 2026 at 2:00 pm, to Consider Enabling Documents for the 2026-2046 Comprehensive Plan Periodic Update and Development Regulations: Jeremy Johnston requested the Board's permission to publish a correction to a previous Public Hearing Notice dated 6/4/2026. Vice -Chairman Wachsmith moved to approve the corrected legal notice, Commissioner Osiadacz seconded the motion. Motion carried 3-0. (Jeremy Johnston out at 2:04pm) Request Boards approval and signatures on Resolution to extend the opening date of the Bowling Alley: Ryan Wales updated the Board on the progress of the Bowling Alley; mentioning Brunswick was actively working on setting the pin setters and lanes are getting installed today and through the rest of the week. Ryan informed the Board the Liquor and Gambling Boards rejected his first application due to the project not being finished. Ryan explained to the Board the liquor license and gambling permits can take up to 90 days to be awarded and requested the opening date be extended to 11/5/2026. Patti presented the resolution to extend the opening of the Bowling Alley. Further discussion was held on the County's ability to use the Bowling Alley's parking during Fair and Rodeo events. Vice -Chairman Wachsmith motioned to extend the opening date, Commissioner Osiadacz seconded the motion. Motion carried 3-0. (Ryan Wales out at 2:16pm) Other Business: Commissioner Osiadacz announced she had requested HR Director Jeanne Killgore be present to help with any questions on the policy of announcing a Commissioner's resignation. Discussion was held on the legal process and scheduling hearings. Further discussion was held on internal and external press releases. (Jeanne Killgore out at 2:18pm, Kady Porterfield out at 2:19pm) Solid Waste Updates: Jesse informed the Board the new Lower County Transfer Station still has an expected opening date of Tuesday, July 14`h, 2026. To prepare for the move, an increase in advertisement and marketing for compost sales is being pushed out to hopefully reduce the 2026-06-09 MINUTES amount of finished compost that must be moved to the new site. Jesse informed the Board that he is working with Parametrix and gathering more information for the remediation of the old Ellensburg transfer station site. Patti updated the Board on the C.O. process with the City of Ellensburg for the new transfer station site. Discussion was held on the native dirt pile remaining on the site. Patti informed the Board it would cost approximately $800,000.00 to move it right now. The City is scheduled to visit the new site this Thursday to inspect the stormwater system. Discussion was held on a ribbon cutting ceremony prior to 7/14/2026 with a possible walking tour of the new facility on Friday the l Ot" of July. Patti informed the Board the lights at the new site have been turned back on, dimmed down to 10% and she has received no complaints so far. Request Board's Approval for Chair's signature on Lower County Transfer Station Change Order: Patti presented the Board with Belsaas & Smith Construction's Change Order No. 14 for a total of $123,878.51. Vice -Chair Wachsmith moved to approve the Chair's signature, Commissioner Osiadacz seconded. Motion carried 3-0. Request Board's approval for Chair's signature on Cle Elum Transfer Station Change Order: Patti informed the Board that the change order included building a loading dock for whitegoods. Patti explained the benefits of the loading dock with emphasis on less risk of injury to employees. The dock was not in the original budget, however funds are available. Patti estimates the loading dock project will cost $89,000.00 apposed to the original quote of $139,000.00. Vice -Chairman Wachsmith moved to approve Chair's signature, Commissioner Osiadacz seconded. Motion carried 3-0. Ryegrass Septage Updates: Jesse informed the Board approximately 500,000 of the 749,502 approved gallons of septage has been land applied at the Ryegrass facility as of now. Tenelco, Inc should be finished applying by the end of the week. Further discussion was held on the County's long-term ability to manage septage due to a recent letter from Ecology. The Board directed Patti to schedule an Executive Session with legal to assist with permitting. Rodeo Arena Project Updates: Patti informed the Board the seating was being installed and project was on schedule. Request Board's approval for Chair's signature on a Change Order with Nor-Pac for the Rodeo Arena Stadia Project: Patti presented the change order with Nor-Pac Seating Company, Inc to the Board. Patti explained Cascade Construction would be responsible for covering costs of COP 1-4; the County would be responsible for COP5 which included modifying a chute height for a total of $15,460.00. Vice -Chair Wachsmith moved to approve Chair's signature, Commissioner Osiadacz seconded. Motion carried 3-0. Search and Rescue/EOC Project Updates: Patti informed the Board she received change order #7 from the contractor for $92,000.00; the CO is currently being reviewed by engineers. The contractor should begin pouring concrete by the end of the week. Cody informed the Board the generator has been ordered. 2026-06-09 MINUTES 2 Request Board's approval for the Maintenance Director to sign Contract with PUD for the installation of electrical service for the Search and Rescue Project: Patti informed the Board PUD required a contract and payment upfront for installation. The contract is currently being reviewed by Legal. Vice -Chair Wachsmith moved to approve the Maintenance Director to sign contract with PUD, Commissioner Osiadacz seconded. Motion carried 3-0. Jail Project Updates: Cody informed the Board a new door had been removed from the Jail due to the manufacturer installing different hardware than what was called for. Belsaas & Smith were already working on taking the door back to the manufacturer to be refabricated; Cody expected the door to be back by the end of the week. Request Board's approval for Chair's signature on a Change Order with Belsaas & Smith to install new grinder pumps in Jail: Cody informed the Board that after engineers reviewed the Jail's kitchen drain pumps, it was strongly suggested two grinder pumps be installed. Vice - Chair Wachsmith moved to approve Chair's signature on the change order, Commissioner Osiadacz seconded. Motion carried 3-0. OTHER BUSINESS: None Meeting adjourned at 2:58 pm Erica Luce 2026-06-09 MINUTES KITTITAS COUNTY COMMISSIONERS KITTITAS COUNTY, WASHINGTON Cory Wright, Chairman KITTITAS COUNTY COMMISSIONERS Solid Waste and Maintenance Regular Meeting Tuesday June 9, 2026 - 2:00 PM BOCC Conference Room 205 West Sth Room 108 - Ellensburg 1. Call to Order 2. Citizen Comments (I min. time limit) 3. Solid Waste Updates 4. Request Boards approval for Chairs signature on Lower County Transfer Station Change Order 5. Request Boards approval for Chairs signature on Cie Elum Transfer Station Change Order 6. Ryegrass Septage Updates 7. Request Boards approval and signatures on Resolution to expend the opening date of the Bowling Alley 8. Rodeo Arena project updates 9. Request Boards approval for Chairs signature on a Change Order with Nor-Pac for the Rodeo Arena Stadia project. 10. Search and Rescue/EOC project updates 11. Request Boards approval for the Maintenance Director to sign Contract with PUD for the installation of electrical service for the Search and Rescue project. 12. Jail Project Updates 13. Request Boards approval for Chairs signature on a Change Order with Belsaas & Smith to install new grinder pumps in the Jail. 14. Other Business - No Action to be taken 15. Concluded Created on 6/12/2026 9:12:54 AM BOARD OF COUNTY COMMISSIONERS COUNTY OF KITTITAS STATE OF WASHINGTON RESOLUTION TO ACKNOWLEDGE LETTER AND ACCEPT UPDATED TIMELINE RESOLUTION No. 2026� WHEREAS: On January 3, 2023, the Kittitas County Board of County Commissioners ("BOCC") entered into a real property lease with C.R. Wales Investment LLC., ("Lessee") for the lease of real property; and WHEREAS: On March 4, 2025, at Lessee's request, the BOCC signed Resolution No. 2025-051, for the purpose of extending the timeline for the opening of the Bowling Alley to a new date of December 31, 2025; and WHEREAS: Lessee has been diligently working to deal with unforeseen delays encountered while making the necessary upgrades to the facility; and WHEREAS: On October 14, 2025, Lessee submitted a letter requesting a second extension of the timeline for the opening of the Bowling Alley, with a proposed date of July 1, 2026; and WHEREAS: On June 5, 2026, Lessee submitted a letter requesting a third extension of the timeline for the opening of the Bowling Alley, with a proposed date of November 5, 2026; and NOW THEREFORE BE IT HEREBY RESOLVED that the Board of County Commissioners hereby acknowledges the June 5, 2026 letter requesting to extend the timeline for the opening of the Bowling Alley from July 1, 2026 to November 5, 2026, and accepts the updated timeline. ADOPTED this day of June, 2026. BOffF Y-C—OMMISSIONERS KINTY, WASHINGTON ATTEST: APPROVED AS TO FORM: Clerk of � e Board- Julie Kjorsvik Stephanie Hartung, Deputy Prosecuting Attorney ❑ Deputy Clerk of the Board- Mandy Buchholz June 5th, 2026 Kittitas County Auditor, Bryan Elliott 205 West 5th Street, Room 105 Ellensburg, WA 98926 C.R. Wales Investments LLC, Ryan Wales PO Box 1681 Ellensburg, WA 98926 RE: Bowling Alley Lease To Whom It May Concern: Regarding the bowling alley lease section E, item number 1, which specifies that the grand opening of the facility is within 18 months, we are requesting an extension of this timeline due to the following uncontrollable and/or unforeseen circumstances. Our vendor, Brunswick, is the only bowling alley equipment manufacturer that can supply the equipment needed to complete this project. Brunswick began installation in the middle of May 2026 and is expected to be completed by the beginning to middle of August 2026. • Arcade equipment has been ordered and will be arriving for installation mid summer. • An application for a liquor and gambling license has been submitted to the State of Washington; however, it is currently on hold until Brunswick completes installation, as completion of the facility is a requirement for final license approval. Our goal is to have the facility running and open as soon as Brunswick completes their installation. While we are targeting late summer 2026, we are asking Kittitas County to extend the grand opening requirement to November 5th, 2026. Please let us know if you have any questions and thank you for the opportunity to bring this project to the finish line for our community. Sincerely, Vv Ryan Wales C.R. Wales Investments LLC, Managing Member Kittitas County Solid Waste 925 Industrial Way Ellensburg, WA 98926 June 5, 2026 Belsaas and Smith Construction 103 East 411 Avenue, Suite 209 Ellensburg, WA 98926 Project: Lower Valley Transfer, Change Order No. 14 Mr. Nelson, I am writing to formally acknowledge and award change order number 14 for the following Change Order Proposals (COP): COP #29 Plinths MRW $14,172.52 COP #34A Plinths Transfer Station $30,226.26 COP #64 Electrical outlets $2,064.64 COP #66 VFD Cabling $2,614.39 COP #67 Grinder Piers $4,869.08 COP #68 Service Rd $20,455.59 COP #69 Install Sign post for Fee schedule $1,683.50 COP #70 Revised Conduit $30,370.29 COP #71 Gas Detector in MRW $11,414.51 COP #72 MRW Fire Pump Block heater circuit $6,007.73 Change Order No. 14 Total $123,878.51 Base Bid and Additive A2 $18,441,939.80 Additive Al $642,000.00 Change Order No. 2 <$11,754.08> Change Order No. 3 <$28,041.41> Change Order No. 4 $145,224.93 Change Order No. 5 $233,662.44 Change Order No. 6 <$24,051.84> Change Order No. 7 $96,439.74 Change Order No. 8 $104,401.24 Change Order No. 9 $127,737.00 Change Order No. 10 $46,392.94 Change Order No. 11 $49,209.69 Change Order No. 12 $142,300.43 Change Order No. 13 $68,044.01 Change Order No. 14 $123,878.51 PPOMMOOMN Subtotal WSST Total $20,221,230.73 $1,733,534.90 Please consider this letter as our formal acceptance of the change order. We look forward to successfully completing this project together with these agreed -upon adjustments. Thank you, Bryan Nelson Cory Wright Secretary Chair, Board of County Commissioners Belsaas and Smith Construction Kittitas County 103 E 4th Ave # 209 205 W 5th Ave #108 Ellensburg, WA 98926 Ellensburg WA 98926 BELSAA SMITH BELSASC0330H May 15, 2025 Re: MRW added and moved plinths #29 P.O. BOX 926 / 103 EAST 4TH AVE, SUITE 209 ELLENSBURG, WA 98926 509-925-9747 FAX: 509-962-3031 brandon@belsmith.com Per the description below, we present the following change order proposal #29 (COP#29). This COP includes all the materials and labor needed to install the additional plinths and baseplates required for the MRW. Per the original bid documents, the MRW showed a quantity of 12 plinth and base plates. Per the approved NUCOR building design, there is an additional eleven plinths that needed to be installed. Total Cost Added to Contract Time extension required: 10 days Sincerely, Brandon Drexler, Belsaas & Smith Construction $14,172.53+ WSST CN r) iiiii�iiiiiiiii iiiii CN 0 w w uj w 0 WZ 0IOm1OCCllllllllllllllllllllllll P :-�: 0 w U) z co 0 CIOL CL LLJ C) 0 w z ui �IIIIIIIIIIII[IIIII 1116N IINIII�IIII IIIIIIIIIIIIIINIIIIIm mmm�m�xm� 0 'W V Z QT U 1— Z W m O Q4 00 I- Q U W Z fn O �- UU W W = LLLL. f— < ry H 0 U) Z Q 0 �— J H W C'? F' �g O= w U W U) w ry W AAmkL IL UL PORTLAND 111r) B OLT www.[wrtiendbottzcom PS Northwest PS Southeast 800.547.8758 800.631.2076 3441 Nm/Guam St. 890VV Five Notch Rd. Portland, OR9721O North Augusta, SC29860 Sold To 509.925�9747 8ELSAAS&SMITH CONSTRUCTION POBOX 926 ELLENSBURG,VVA98936 Attention Ship Date <wcheduied> Delivery 3/19/2025 Best Way (Prepeid) Comments Sales Order No. 182043 Date 3/14/2025 Salesperson Jessica Davis Email jessica@portiandbolt.com Phone 800.5992943 Ship To 8ELSAA5& SMITH CONSTRUCTION 103Oos97 ELLENS8URG,VVA9892§ Terms Customer PO 30Days LVB Certs Emailed Mill Test Reports No. {gy UO8m Description Unit Price Total 1 32 EA l"x33"domestic plain ASTMF15S4Grade S5all thread rod $30.46 $1,230.72 2 96 EA 1"import plain ASTMA563Grade Ahex nut $0.83 $79.60 3 64 EA l^ import plain ASTM F436Type 1 hardened washer $8.54 $34.56 4 32 EA ]/4"x33"domestic plain ASTMF1554Grade 5Sall thread rod $17.11 $547.52 5 28 EA 3/4"x 1Z,domestic plain ASTM F1554Gmde 55aU thread rod $10.69 $299.32 b 180 EA 3/4"import plain A5TMA563Grade Ahex nut ¢0.30 $54.00 7 90 EA 3/4" import plain ASTM F436Type I hardened washer $0.21 $18.90 8 O EA FREIGHT CHARGES $0.08 $169.87 Total Weight (lbs.) 397 Page: 1cf1 Total Tax(WSD} ¢O.00 PORTLAND 611)ZI B a LT sale$.@portlandbo.lt.coni www,pQ-rtla. ndbolt.corn PS Northwest PB Southeast 800.547.6758 800.631.2076 3441 NW Guam St. 890 W Five Notch Rd. Portland, OR 97210 North Augusta, SC 29860 Sold To 509.925.9747 BELSAAS & SMITH CONSTRUCTION PO BOX 926 ELLENSBURG, WA 98926 Attention Ship Date (scheduled) Delivery 3/19/2025 Best Way (Prepaid) Comments Sates Order No. 182043 Date 3/14/2025 Salesperson Jessica Davis Email jessicawportlandbolt.com Phone 800.599.2943 Ship To BELSAAS & SMITH CONSTRUCTION 1830 us 97 ELLENSBURG, WA 98926 Terms Customer PO 30 Days LVTS Certs Emailed Mill Test Reports No. Qty UOM Description Unit Price Total 3 32 EA 1" x 40" domestic plain ASTM F1554 Grade 55 all thread rod $38.46 $1,230.72 4 128 EA 1" import plain ASTM A563 Grade A hex nut $0.83 $106.24 5 64 EA 5/8" x 3" domestic plain ASTM A572 Grade 50 square plate $6.90 $441.60 with 1-1/16" hole on center 7 32 EA 3/4" x 40" domestic plain ASTM F1554 Grade 55 all thread rod $17.11 $547.52 9 28 EA 3/4" x 14" domestic plain ASTM F1554 Grade 55 all thread rod $10.69 1299.32 11 240 EA 3/4" import plain ASTM A563 Grade A hex nut $0.30 $72.00 12 120 EA 5/8" x 3" domestic plain ASTM A572 Grade 50 square plate $6.90 $828.00 with 13/16" hole on center 13 0 EA FREIGHT CHARGES $0.00 $169.87 A 0,014-1 #') & 1- .512LI.ot7 M'114 A-SI I-k Jhvvk Total Weight (lbs.) 747 Page: 1 of 1 Total Tax (USD) $0.00 Total Price (USD) $3,695.27 NLJ=C3Me Harris Rebar Columbia Basin Inc. Change Order No.: CO-003 HARRIS REBAR CHANGE ORDER Bid Item No.: Job No.: Job Description.* Original C/O Date, Revised C/O Dab: CO-003 16514688 Lower Valley Transfer Station 03/24125 Seff1ro: B10298 Belsaas & Smith Construction, Inc. P.O. Box 926 Ellensburg, WA 98926-9026 USA Change Order Description: MRW Added Plinths Per S-SK-07 (dt. 3-14-2025) Description Type Quantity MRW Added Plinths Add 1 LS FURBISH & INSTALL MRW Al2DED PLINTHS PAR Per Contract Conditions & Exclusions Per "K-07 (dt. 3-14-25) issued By: Benjamin Davis Accepted W. Name: Date: Unit Prim Line Amount $2,968.83 $2,968.83 Total: op"" No) $2,966.83 Addition To Contract Harris Rebar Columbia Basin Inc. PO BOX 575, Burbank, WA 99323, USA T. 509-547-247t F. 509-547-1856 Customer Copy "U=0Fq" HARRIS REBAR Harris Rebar Columbia Basin Inc. CHANGE ORDER Bid Item No.: Job No.: 'oh 1 Original C/O Date: CO-004 16514688 Lower Valley Transfer Station 03/24/25 1 Soil To: 1310298 Belsaas & Smith Construction, Inc. P.O. Box 926 Ellensburg, WA 98926-9026 USA Change Order Description: Field Ticket #40101 Rework -Moving Piers Description Journeyman Hours Foreman Hours EXTRA HOURS FOR MOVING PIERS Per Contract Conditions & Exclusions Per Signed Field Order Ticket #40101 (dt. 3-17-25) issued By: Benjamin Davis Accepted By: Name: Date: Quantity I LS 1 LS 11TT"I Unit price $788.16 $886.08 Total: Change Order No.: CO-004; Line Amount $788.16 $886.08 $1,674.24 Addition To Contract Harris Rebar Columbia Basin Inc. PO BOX 575, Burbank, WA 99323, USA T. 509-547-2471 F. 509-547-1856 Customer Copy BELSAA SMITH BELSASC0330H August 1, 2025 Re: Transfer Station Wind Column Plinths P.O. BOX 926 / 103 EAST 4T" AVE, SUITE 209 ELLENSBURG, WA 98926 509-925-9747 FAX: 509-962-3031 brandon@belsmith.com Per the description below, we present the following change order proposal #34A (COP#34A). COP #34A includes all the labor and materials to add additional footings and plinths in 13 locations for the wind columns on the north and south walls of the transfer station building. This work included addition footings, rebar, anchor bolts, and concrete plinths to match the height of the exterior curb/wall. The original plans did not accommodate these columns. Total Cost added to contract: Time extension required: 5 days Sincerely, Brandon Drexler, Belsaas & Smith Construction $30,226.26 + WSST co b 4- Cl) ry z 0 C) 0 '00L� CL w 0 0 w z IIIIIINNI� IIII do ��Illlllglllllll 1111111111111111111 CN IIIIIIIIIIIIIIIIIIII uj ry .................... LO PORTLAND A111r) B OLT www.pQr Iindbolt.com sales.@p_ortlndbQlt_eo_rp PB Northwest PB Southeast 800.547.6758 800.631,2076 3441 NW Guam St. 890 W Five Notch Rd. Portland, OR 97210 North Augusta, SC 29860 Sold To 509.925.9747 BELSAAS & SMITH CONSTRUCTION PO BOX 926 ELLENSBURG, WA 98926 Sales Order 183457 Date 5/2/2025 Salesperson Jessica Davis Email Jessica@portlandbolt.com Phone 800,599.2943 Page 1 of 1 Ship To BELSAAS & SMITH CONSTRUCTION 103 EAST 4TH AVENUE SUITE 209 ELLENSBURG, WA 98926 Attention Terms Customer PO Riley<Riley@belsmlth.com> 30 Days LVTS - Transfer Station Ship Date (scheduled) Delivery Certs 5/12/2025 Best Way (Prepaid) Emailed Mill Test Reports No. Qty. Description Unit Price Total 1 36 1-1/4" x 24" dom. gals. F1554-55 all thread rod $45.61 $1,641.96 2 36 1-1/4" x 42" dom. gals. F1554-55 all thread rod $70.34 $2,532.24 3 8 3/4" x 24" dom. galv. F1554-55 all thread rod $15.65 $125.20 4 52 3/4" x 18" dom, gals. F1554-55 all thread rod $13.50 $702.00 5 8 3/4" x 42" dom. gals. F1554-55 all thread rod $23.85 $190.80 6 216 1-1/4" imp. galv. A194-2H heavy hex nut $2.84 $613.44 7 204 3/4" imp. gals. A194-2H heavy hex nut $0.67 $136.68 8 72 1/2" x 3" galv. A36 square plate with 1-3/8" hole on center $8.44 $607.68 9 68 1/4" x 2" galv. A36 square plate with 13/16" hole on center $5.53 $376.04 10 FREIGHT CHARGES $205.37 Total Weight (lbs.) 1,162 Total Tax iUSD) $0.00 Total Price (USD) $7,131.41 Original Bid budget of $4,000.00 1of1 " Li 1= C3 Fq" Harris Rebar Columbia Basin Inc. Change Order No.: CHANGE ORDER Bid Item No.: Job No.: Job Description: Original C/O Date: Revised C/O Date: CO-007 16514688 Lower Valley Transfer Station 06/03/25 Sell To: B10298 Belsaas & Smith Construction, Inc. P.O. Box 926 Ellensburg, WA 98926-9026 USA Change Order Description: Foundation Revisions Description Type Quantity Unit Price Line Amount Furnish QInstall Foundation Revisions Add FURNISH & INSTAL FOUNDATION REVISIONS Per Contractor Skotchm&Mark ups Per Contract Conditions &Exclusions |nomuuod footing depth GL11 &A1 nxu. $7,057.92 Addition To Contract Issued By: Benjamin Davis Accepted By: Nome Data: Harris Re6arColumbia Basin Inc. POBOX 575.Burbank, vVA89323.USA T.509-547£471 F. 509-547-1858 Customer Copy QBELSAAS P.O. BOX 926 / 103 EAST 4T" AVE, SUITE 209 ELLENSBURG, WA98926 509-925-9747 FAX: 509-962-3031 MITHbrandon@belsmith.com BELSASC0330H January 26, 2026 Re: LVTS Misc Work Per the description below, we present the following change order proposal #64 (COP#64). COP 64 includes the labor and materials needed to provide circuits and receptacles needed for the scale house reader boards. The original bid documents called for empty conduits at these locations but no means for power. Please see the attached sheets below Total cost added to contract: Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $2,064.64+ WSST ui ui ui z TZ 10 U) 4— z co < U) 0 0 CL U) ui Cl) ry 0 w z ui m NINE 04 0 CN Lli LLJ 1 lo co iz CO 0 C/) 0 0 w co 0 Lli z LU conmin�Nnunm I w (D z U) U) Z uj as 00 z uj F- z (/) 0 F- ()0 LU UJ LL U- w C) U) Z < U) LLI OU cr- uj U) uj w uj 3: =1 rr TITAN E L E C T R I C A L TO: Riley Eres Contractor Belsaas & Smith Contruction FROM: Adam Rieker Subcontractor Titan Electrical LLC CHANGE TITLE I Scales Receptacle for Sign COST IS TO: Project: Lower Valley Transfer Station 2603 Green Ave Ellensburg, WA 98926 Subcontract # Date: 1 /12/2026 Change # 24 Amount: Initiated By: Titan Electrical Reason: Design Change Type: Additive - Lump Sum Provide (2) 20-amp circuits for the sign receptacles. 3/4" EMT conduit has been stubbed up at the Location already as the original prints called for empty conduits to be available at the post locations. However, the original prints did not call for a circuit or receptacle at these locations, so the cost includes ten additional feet of 3/4" EMT per receptacle plus fittings to bring the conduit up the signpost to the required height. The cost also includes 110' of #12 XHHW CU conductors, (2) bell boxes, (2) GFCI receptacles, (2) in use covers, (2) 20-amp breakers, 10.72 hours of labor, and OH&P. Cost Breakdown This Change: Labor $1,232.80 Material $263.33 Other O&P $299.22 Total $1,795.35 Authorized By: Titan Electrical LLC Accepted By: SUBCONTRACTOR Signature: Print Name: Adam Rieker Title: Project Manager Date: 1 /12/2026 Signature: Print Name: Title: Date: Page 1 of 1 SUBCONTRACTOR 1/12/2026 12:54:08 PM Titan Electrical LLC Page 1 Lower valley transfer station, (kittitas) : PCO 024 Scales Receptacle for Sign Job Number: CO1883-15 Bid Summary: CHARGE Extension By Phase Item # Description Quantity Price U Ext Price Labor Hr U Ext Lab Hr -- 04 Above Ground Branch Raceway --- 1001 3/4" EMT 20 108.56 C 23.88 5.00 C 1.00 2360 3/4" Conduit Hanger w/Bolt 4 87.93 C 3.87 25.00 C 1.00 2481 1G WP Bell Box-(3)3/4" Hubs 2 388.40 C 8.55 1.10 E 2.20 --- 04 Above Ground Branch Raceway Total -- 36.30 4.20 - 06 Brach Wire --- 2705 #12 XHHW CU Solid Wire 330 343.29 M 124.62 14.00 M 4.62 --- 06 Brach Wire Total --- 124.62 4.62 -- 07 Switchgear --- 3968 20A 1P 120/240V Plug -In Circuit Breaker 2 10.03 E 22.07 0.40 E 0.80 -- 07 Switchgear Total -- 22.07 0.80 09 Trim --- 4713 20A/125V Premium Spec Grade GFI (5-20R) 2 24.42 E 53.72 0.35 E 0.70 5059 1G WP In Use Cover 2 12.10 E 26.62 0.20 E 0.40 --- 09 Trim Total --- 80.34 1.10 Job Total 263.33 10.72 10% Unit Price Factor BELSAA 8[ SMITH BELSASC0330H February 13, 2026 Re: MRW VFD Location and wire change P.O. BOX 926 / 103 EAST 4TH AVE, SUITE 209 ELLENSBURG, WA 98926 509-925-9747 FAX: 509-962-3031 brandon@belsmith.com Per the description below, we present the following change order proposal #66 (COP#66). COP 66 includes all labor and equipment required to install the VFD cable associated with the relocation of the VFD. Originally, the VFD was installed at the exhaust fan location. However, due to explosion -proof and NEMA rating requirements at the exhaust fan location, the VFD was not permitted to remain installed there.The new mechanical room location eliminates the need for explosion - proof and specific NEMA ratings. However, because of the increased distance from the exhaust fan, installation of a properly rated VFD cable is required. Please refer to the attached pages for a detailed breakdown of the associated costs. Total cost added to contract: Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $2,614.39 + WSST LLJ w U) 10 U) 0 CL 0 w w 0 ry 0 w U) (D .j c) co (0 EL CN 0 CN F- III DIINIIIIIIIIIIIIIIII Ax z 0011111111111111111111, 0 0 Of 06 w 0 w (D < LLJ r c) w Q� b 5 w a w w w w w Z C) 0 0 z w 0 F- w w 0 w P: 0 z (Dw z TQ (j) Z w ::) (-)o om 0 F- z 0 w g 2 I-- F- z (1) 0 (.)o w W LL LL. F- w - o(O Z U) U, F- 2 0 w w U) w ry w 3: 1r TITAN E L E C T R I C A L TO: Riley Eres Contractor Belsaas & Smith Construction FROM: Adam Rieker Subcontractor Titan Electrical LLC CHANGE TITLE I VFD Location Change DESCRIPTION OF ALTERATION: Project: Lower Valley Transfer Station 2603 Green Ave Ellensburg, WA 98926 Subcontract # Date: 2/4/2026 Change # 26 Amount: $2,273.39 Initiated By: Titan Electrical Reason: Design Change Type: Additive - Lump Sum Per RFI 056, the location of the VFD has changed to the Mechanical Room. The cost includes mounting the VFD previously provided by others as well as additional conduit and labor to drop down to the VFD in the Mechanical Room. The cost also includes providing and installing VFD cable from the Mechanical Room to the EF-2 fan as providing VFD cable was not in the original scope. Cost Breakdown This Change: Labor $1,162.65 Material $731.84 Other O&P $378.90 Total $2,273.39 Authorized By: Titan Electrical LLC SUBCONTRACTOR Signature:��. Print Name: Adam Rieker Title: Project Manager Date: 2/4/2026 Accepted By: Signature: Print Name: Title: Date: SUBCONTRACTOR Page 1 of 1 2/4/2026 12:08:36 PIVI Titan Electrical LLC Lower valley transfer station, (kittitas) : PCO 026 - VFD Location Change Job Number: C01883-18 Bid Summary: CHARGE Page I Extension By Phase Item # Description Quantity Price U Ext Price Labor Hr U Ext Lab Hr - 04 Above Ground Branch Raceway - 1001 3/4" EMT 30 108.56 C 1485 3/4" Compression Steel Connector 2 29.35 C 1565 3/4" Compression Steel Coupling 2 31.45 C 2360 3/4" Conduit Hanger w/Bolt 6 87.93 C --- 04 Above Ground Branch Raceway Total -- ... 06 Brach Wire --- 3078 1/8" Poly Pull Line 32 19.59 M --- 06 Brach Wire Total --- 11 Fire Alarm --- 3113 12/3 CU Cable VFD Rated 100 6,256.23 M --- 11 Fire Alarm Total --- --- 18 Misc. --- T0006 VFD Installation 1 0.00 E --- 18 Misc. Total --- Job Total * 10% Unit Price Factor 35.83 5.00 C 1.50 0.65 0.20 E 0.40 0.69 0.30 E 0.60 5.81 25.00 C 1.50 42.98 4.00 0.68 3.50 M 0.11 0.68 0.11 688.18 25.00 M 2.50 688.18 2.50 0.00 3.50 E 3.50 0.00 3.50 731.84 10.11 BELSAA SMITH BELSASC0330H February 17, 2026 Re: LVTS Grinder Piers P.O. BOX 926 / 103 EAST 4T" AVE, SUITE 209 ELLENSBURG, WA98926 509-925-9747 FAX: 509-962-3031 brandon@belsmith.com Per the description below, we present the following change order proposal #67 (COP#67). COP #67 includes all labor and equipment required to install the necessary grinder piers. Per Patti's request, this proposal also includes all labor and materials required to form, pour, and strip four (4) piers measuring 24 inches in diameter by 18 inches in height. This pricing assumes that the final engineered design is consistent with standard grinder pier details and does not include extraordinary reinforcement, embedments, specialty materials, or atypical installation requirements. Any deviations from typical design criteria may require review and adjustment to this proposal. Please refer to the attached pages for a detailed breakdown of the associated costs. Total cost added to contract Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $4,869.08 + WSST w w Z U) 0 w CL 0 cn 08 ui o 0 w 0 son 0 on sommommollsommom • • • �mollim1111111111� -< ui z 00 -j 0 < U) mmm 0 IL • 0 LL ui• r) • 0 ui• (D z iw i QBELSAAS P.O. BOX 926 / 103 EAST 4TH AVE, SUITE 209 ELLENSBURG, WA 98926 & 509-925-9747 FAX: 509-962-3031 MITHbrandon@belsmith.com BELSASC0330H February 26, 2026 Re: LVTS WM Service Road Per the description below, we present the following change order proposal #68 (COP#68). COP #68 includes all labor, materials, and equipment necessary to construct a gravel service road extending to the transfer station. The service road will be built with a stabilization geofabric underlayment, a quarry spall entrance/exit, and a 12-foot-wide base course roadway. Upon completion of the roadway construction, the shoulders and surrounding areas will be resloped and graded as required to ensure proper drainage and site stability. Please refer to the attached pages for a detailed breakdown of the associated costs. Total cost added to contract Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $20,455.59 + WSST IIIIIIINII�I��IIIIIIIIIIIIIIII �11��1�00��1�0�0�I�IB�111111111 �II��I�N9@I0�C111�100111111111 z CIO rrol 00 F M 02 w LLJIIIIIIIIIIIIRIIIIII •IlAllllll�lll�ll�ll :7 on IINIIIIIIIIIIIIIIII IIIIIIIIIIIIINIIIII OR 0 w CL w 0 0 uj r nnnnmmnm� o m w w Of W w w(if Z 1) 0 cor a. z w 0 W w C) W p 0 z W (D z C) (1) -F Z W D ()0 dd 0 0 �- z HQ C) w g 2 F- �- z U) 0 (-)o W wLL LL w cl U) Z < :D W > (D 00 W ct W U) W w W 3: QBELSAAS P.O. BOX 926 / 103 EAST 4TH AVE, SUITE 209 ELLENSBURG, WA 98926 509-925-9747 FAX: 509-962-3031 MITH brandon@belsmith.com BELSASC0330H March 30, 2026 Re: LVTS Entrance Pricing Sign Per the description below, we present the following change order proposal #69 (COP#69). COP #69 includes all labor, materials, and equipment necessary to excavate and place two 6x6 post in concrete for the pricing sign. Please refer to the attached pages below for a detailed breakdown of the associated costs. Total cost added to contract: Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $1,683.50 + WSST ui ui 1111111111 IIIIIIIIIIIIRIIIII ui CD ui ui oz WT- LU CIO) ty- iz i o Cn 06 ui U) (D Z j w < .....:.............. w (D z U) U) (1) Z L.LJ D (-)0 00 F- z C) Lu < z Cf) 0 F- C) LLJ ui MLL ILL F- < fr F- ui 0 - U) Z < -j LU F- D 0 LLI LLJ U) w W w 3: Sit il AFT& 1433 W. UNIVERSITY WAY ELLENSBURG, WA 98926 Ph :509-962-5422 888-489-3228 Fax: 509-962-5442 www.matheuslumber.com I Rena To: I Matheus Lumber Company, Inc. PO BOX 2260 WOODINVILLE, WA 98072 Page: I of I INVOICE -.1.11NVO I I I C ENO -4:1001dV, DATE pUE _ATEA. _ D_: 55822109 03/24/2026 04/10/2026 R NET 10TH PROX 25TH CUTOFF BELSAAS & SMITH CONSTRUCTION WILL CALL PO BOX 926 CHARLIE' ELLENSBURG, W.A. 98526 ELLENSBURG, WA 98926 Ph-, 509-925-9747 Fax: 509-962-3031 X, 1tip -F0 03/23/2026 CUSTOMER TRUCK HAAMTON KENDRICK WILL CALL 1POOTA It JI�M- "bo 2 PC 6616CAC15 CAmC. 15 TREATED BROWNTONE 96 BF 1,835.00/MBF 176.16 (500) 6X6XI6 WWP I PC 19324KDX 19/32" 4X8 CDX 32 9F 780.00/MSF 24.96 (501 W.S.S.T. AOOOO 0.0000 % 0.00 A Service Charge of 1.5% per Month will be applied to Past Due Balances. 96 8F 201.12 0.00 201.12 32 SF Important Terms This Invoice Is subject to the Terms and Conditions of Sale attached to your Credit Application and/or set forth on the Matheus Companyinc. webalte at www,medhauslumber.com, which terms and conditions are Incorporated by reference herein. In the event of any conflict between any terms and conditions stated on this lnv*o and the Terms and Conditions of Sale, the Terms and Conditions of Sale shall control, MATHEUS LUMBER COMPANYJNC. MAKES NO EXPRESS WARRANTIES, REPRESENTATIONS, OR ENDORSEMENTS AND DISCLAIMS ALL WARRANTIES, EXPRESSED OR IMPLIED, INCLUDING WITHOUT LIMITATION ANY WARRANTY OF MERCHANTABILITY OR OF FITNESS FOR ANY PARTICULAR PURPOSE. ORIGINAL QBELSAAS P.O. BOX 926 / 103 EAST 4TH AVE, SUITE 209 ELLENSBURG, WA 98926 & 509-925-9747 FAX: 509-962-3031 MITHbrandon@belsmith.com BELSASG0330H May 14th, 2026 Re: LVTS ASP Revised Conduit Plan Per the description below, we present the following change order proposal #70 (COP#70). COP #69 includes all labor, materials, and equipment necessary to install the additional conduits clouded on the revised sheet E200. Please see the attached documentation which shows added conduits, revised size, and revised quantities. Total cost added to contract: Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $30,370.29 + WSST �11�1110��BI0111111NIIIIIIIIIIII N 4- 0 C-4 F- w w T- U) z 0 U) ziiiiiuiiii�i i iz co 10 co .j w r In C).....:.............. =1 rr TITAN E L E C T R I C A L. TO: Riley Eres Contractor Belsaas & Smith Construction FROM: Adam Rieker Subcontractor Titan Electrical LLC CHANGE TITLE I ASP Area Project: Lower Valley Transfer Station 2603 Green Ave Ellensburg, WA 98926 Subcontract # Date: 3/16/2026 Change # 29 Amount: $22,246.05 Initiated By: Titan Electrical Reason: Design Change Type: Additive - Lump Sum • Cost is to provide raceways and conductors for the ASP area, according to the revised E200 sheet released on 3/3/26. • The provided evidence shows items from addendum 2 of sheet E200 as credits and items from the revised sheet E200 as charges. The cost provided is the difference between the two amounts. • There were no additional costs for P-200, P-201, S-203, and S202-1 B. • P-202 includes (3) #4 XHHW-2 AL and (1) #6 XHHW-2 AL conductors to feed the transformer for the irrigation control panel. • P-202 is called out as (2) 3" PVC conduits on the revised version however (1) 2" PVC conduit was already installed as per previous versions of sheet E200. (1) 2" PVC conduit is of sufficient size to provide conductors to the irrigation pump panel. • Cost also includes a 45 KVA 480 V — 208/120V transformer for the irrigation control panel. • Cost includes (3) #1 XHHW-2 AL and (1) #6 XHHW-2 AL conductors from transformer to irrigation control panel. • Cost does not include conductors for P-202A, P-202B, P-202C, S-203, P-204A, or P-204B, as no conductors were called out. Cost Breakdown This Change: Labor $13,300.90 Material $5,237.47 O&P $3,707.68 Total $22,246.05 Authorized By: Titan Electrical LLC Accepted By: Signature: Print Name: Title: Date: SUBCONTRACTOR _ Adam Rieker Project Manager 3/16/2026 Signature: Print Name: Title: Date: Page 1 of 2 SUBCONTRACTOR 3/16/2026 7:07:32 AM Titan Electrical LLC Page 1 Lower valley transfer station, (kittitas) : PCO 029 ASP Area Job Number: CO1883-19 Bid Summary: CHARGE Extension By Phase Item # Description Quantity Price U Ext Price Labor Hr U Ext Lab Hr Lab I --- 01 Underground Feeder Raceway --- 1186 2" PVC Conduit 180 110.16 C 198.29 4.50 C 8.10 1188 3" PVC Conduit 80 195.60 C 156.48 7.13 C 5.70 2079 2" PVC Male Adaptor 4 127.90 C 5.12 0.30 E 1.20 2081 3" PVC Male Adaptor 4 240.43 C 9.62 0.50 E 2.00 2133 2" PVC Coupling 22 80.00 C 17.60 0.14 E 3.08 2135 3" PVC Coupling 10 233.74 C 23.37 0.18 E 1.80 2179 2" GRC Elbow 4 34.45 E 137.80 1.00 E 4.00 2181 3" GRC Elbow 2 94.72 E 189.44 2.00 E 4.00 --- 01 Underground Feeder Raceway Total --- 737.72 29.88 --- 02 Underground Branch Raceway --- 1183 1" PVC Conduit 620 54.13 C 335.61 3.75 C 23.25 2076 1" PVC Male Adaptor 8 59.59 C 4.77 0.18 E 1.44 2130 1" PVC Coupling 82 47.22 C 38.72 0.08 E 6.56 2176 1" GRC Elbow 20 1,357.41 C 271.48 0.50 E 10.00 --- 02 Underground Branch Raceway Total -- 650.58 41.25 --- 03 Above Ground Feeder Raceway --- 1599 2" Locknut 4 131.03 C 5.24 0.27 E 1.08 1601 3" Locknut 4 109.40 C 4.38 0.40 E 1.60 --- 03 Above Ground Feeder Raceway Total -- 9.62 2.68 --- 04 Above Ground Branch Raceway --- 1596 1" Locknut 8 50.26 C 4.02 0.14 E 1.12 --- 04 Above Ground Branch Raceway Total -- 4.02 1.12 --- 05 Feeder Wire --- 2686 #8 XHHW CU Stranded Wire -585 744.58 M -435.58 18.00 M -10.63 2741 #6 XHHW AL Stranded Wire 220 368.46 M 81.06 11.70 M 2.57 2742 #4 XHHW AL Stranded Wire 555 384,40 M 213.34 13.50 M 7.49 2744 #1 XHHW AL Stranded Wire 105 654.81 M 68.76 18.90 M 1.98 3079 3/16" Pull Line 84 66.64 M 5.60 2.50 M 0.21 --- 05 Feeder Wire Total --- -66.82 1.72 --- 06 Brach Wire --- 2680 #14 THHN CU Solid Wire 1,092 132.19 M 144.35 7.20 M 7.86 2682 #10 THHN CU Solid Wire -200 307.05 M -61.26 10.00 M -1.99 2705 #12 XHHW CU Solid Wire 1,260 312.08 M 393.22 14.00 M 17.64 63011 1812 Twisted Pair Cable 300 132.14 M 39.64 7.00 M 2.10 -- 06 Brach Wire Total --- 515.95 25.61 --- 07 Switchgear --- 3653 45 KVA 3PH Transformer 480/277V 1 3,372,42 E 3,372.42 12.00 E 12.00 -- 07 Switchgear Total --- 3,372A2 12.00 --- 10 Voice/Data/Video --- 2930 Cat 5E 24gauge 4pair 100 139.76 M 13.98 14.00 M 1.40 -- 10 Voice/DataNideo Total --- 13.98 1.40 Job Total 5,237.47 115.66 3/16/2026 7:07:03 AM Lower valley transfer station, (kittitas) : PCO 029 ASP Area Audit Trail Page 1 Entry Item# 1 P-200 Note Note 1186 2179 2133 A7054 1599 2079 2686 2682 2 P-202 Note Note 1188 2181 2135 A7056 1601 2081 3079 3 P-203 Note Note 1188 2181 2135 A7056 1601 2081 3079 4 C-200 Note Note 1186 2179 2133 A7054 1599 2079 2680 5 C-201 Note Note 1183 2176 2130 A7051 1596 2076 2680 6 C-202 Note Description FROM PP -ASP TO Irrigation Pump Length: 190.00 2" PVC Conduit 2" GRC Elbow 2" PVC Coupling 2" PVC Term Adpt & Locknut 2" Locknut 2" PVC Male Adaptor #8 XHHW CU Stranded Wire #10 THHN CU Solid Wire FROM PP -ASP TO Aeration Control Panel Length: 40.00 3" PVC Conduit 3" GRC Elbow 3" PVC Coupling 3" PVC Term Adpt & Locknut 3" Locknut 3" PVC Male Adaptor 3/16" Pull Line FROM PP -ASP TO Air Pumps Length: 80.00 3" PVC Conduit 3" GRC Elbow 3" PVC Coupling 3" PVC Term Adpt & Locknut 3" Locknut 3" PVC Male Adaptor 3/16" Pull Line FROM PLC Control Panel TO Irrigation Pump Panel Length: 160.00 2" PVC Conduit 2" GRC Elbow 2" PVC Coupling 2" PVC Term Adpt & Locknut 2" Locknut 2" PVC Male Adaptor #14 THHN CU Solid Wire FROM Aeration Control Panel TO Aeration Valve V-201 Length: 60.00 1" PVC Conduit 1" GRC Elbow 1" PVC Coupling 1" PVC Term Adpt & Locknut 1" Locknut 1" PVC Male Adaptor #14 THHN CU Solid Wire FROM Aeration Control Panel TO Aeration Valve V-202 Quantity Price Ext Price Labor Ext Labor -190.00 110.16 C -209.30 4.50 C -8.55 -3.00 34.45 E -103.35 1.00 E -3.00 -22.00 80.00 C -17.60 0.14 E -3.08 -2.00 2.59 E -5.18 0.57 E -1.14 -2.00 131.03 C -2.62 0.27 E -0.54 -2.00 127.90 C -2.56 0.30 E -0.60 -585.00 744.58 M -435.58 18.00 M -10.53 -199.50 307.05 M -61.26 10.00 M -1.99 -80.00 195.60 C -156.48 7.13 C -5.70 -8.00 94.72 E -757.76 2.00 E -16.00 -16.00 233.74 C -37.40 0.18 E -2.88 -4.00 3.49 E -13.96 0.90 E -3.60 -4.00 109.40 C -4.38 0.40 E -1.60 -4.00 240.43 C -9.62 0.50 E -2.00 -84.00 66.64 M -5.60 2.50 M -0.21 -160.00 195.60 C -312.96 7.13 C -11.41 -4.00 94.72 E -378.88 2.00 E -8.00 -20.00 233.74 C -46.75 0.18 E -3.60 -4.00 3.49 E -13.96 0.90 E -3.60 -4.00 109.40 C -4.38 0.40 E -1.60 -4.00 240.43 C -9.62 0.50 E -2.00 -168.00 66.64 M -11.20 2.50 M -0.42 -160.00 110.16 C -176.26 4.50 C -7.20 -3.00 34.45 E -103.35 1.00 E -3.00 -19.00 80.00 C -15.20 0.14 E -2.66 -2.00 2.59 E -5.18 0.57 E -1.14 -2.00 131.03 C -2.62 0.27 E -0.54 -2.00 127.90 C -2.56 0.30 E -0.60 -2184.00 132.19 M -288.70 7.20 M -15.72 -60.00 54.13 C -32.48 3.75 C -2.25 -3.00 1357.41 C -40.72 0.50 E -1.50 -9.00 47.22 C -4.25 0.08 E -0.72 -2.00 1.10 E -2.20 0.32 E -0.64 -2.00 50.26 C -1.01 0.14 E -0.28 -2.00 59.59 C -1.19 0.18 E -0.36 -567.00 132.19 M -74.95 7.20 M -4.08 3116/2026 7:07:03 AM Lower valley transfer station, (kittitas) PCO 029 ASP Area Audit Trail Page 2 Entry Item# Description Quantity Price Ext Price Labor Ext Labor Note Length: 30.00 1183 1 PVC Conduit -30.00 54.13 C -16.24 3.75 C -1.12 2176 1 GRC Elbow -3.00 1357.41 C 40.72 0.50 E -1.50 2130 1" PVC Coupling -6.00 47.22 C -2.83 0.08 E -0.48 A7051 11" PVC Term Adpt & Locknut -2.00 1.10 E -2.20 0.32 E -0.64 1596 1 Locknut -2.00 50.26 C -1.01 0.14 E -0.28 2076 1 PVC Male Adaptor -2.00 59.59 C -1.19 0.18 E -0.36 2680 #14 THHN CU Solid Wire -283.50 132.19 M -37.48 7.20 M -2.04 7 C-203 FROM Aeration Control Panel Note TO Aeration Valve V-203 Note Length: 40.00 1183 1" PVC Conduit -40.00 54.13 C -21.65 3.75 C -1.50 2176 1" GRC Elbow -3.00 1357.41 C 40.72 0.50 E -1.50 2130 1" PVC Coupling -7.00 47.22 C -3.31 0.08 E -0.56 A7051 I" PVC Term Adpt & Locknut -2.00 1.10 E -2.20 0.32 E -0.64 1596 1 Locknut -2.00 50.26 C -1.01 0.14 E -0.28 2076 1 PVC Male Adaptor -2.00 59.59 C -1.19 0.18 E -0.36 2680 #14 THHN CU Solid Wire -378.00 13219 M 49.97 7.20 M -2.72 8 C-204 FROM Aeration Control Panel Note TO Aeration Valve V-204 Note Length: 60.00 1183 1" PVC Conduit -60.00 54.13 C -32.48 3.75 C -2.25 2176 1" GRC Elbow -3.00 1357.41 C -40.72 0.50 E -1.50 2130 1" PVC Coupling -9.00 47.22 C -4.25 0.08 E -0.72 A7051 1" PVC Term Adpt & Locknut -2.00 1.10 E -2.20 0.32 E -0.64 1596 1" Locknut -2.00 50.26 C -1.01 0.14 E -0.28 2076 1" PVC Male Adaptor -2.00 59.59 C -1.19 0.18 E -0.36 2680 #14 THHN CU Solid Wire -567.00 132.19 M -74.95 7.20 M -4.08 9 5-200 FROM PT-101 Note TO PLC Control Panel Note Length: 160.00 1183 1" PVC Conduit -160.00 54.13 C -86.61 3.75 C -6.00 2176 1" GRC Elbow -3.00 1357.41 C -40.72 0.50 E -1.50 2130 1" PVC Coupling -19.00 47.22 C -8.97 0.08 E -1.52 A7051 1" PVC Term Adpt & Locknut -2.00 1.10 E -2.20 0.32 E -0.64 1596 1" Locknut -2.00 50.26 C -1.01 0.14 E -0.28 2076 1" PVC Male Adaptor -2.00 59.59 C -1.19 0.18 E -0.36 10 63011 18/2 Twisted Pair Cable -170.00 132.14 M -22.46 7.00 M -1.19 11 S-202-1 FROM PT-102 Note TO Aeration Control Panel Note Length: 90.00 1183 1" PVC Conduit -90.00 54.13 C -48.72 3.75 C -3.37 2176 1" GRC Elbow -3.00 1357.41 C -40.72 0.50 E -1.50 2130 1" PVC Coupling -12.00 47.22 C -5.67 0.08 E -0.96 A7051 I" PVC Term Adpt & Locknut -2.00 1.10 E -2.20 0.32 E -0.64 1596 1 Locknut -2.00 50.26 C -1.01 0.14 E -0.28 2076 1 PVC Male Adaptor -2.00 59.59 C -1.19 0.18 E -0.36 12 63011 18/2 Twisted Pair Cable -100.00 132.14 M -13.21 7.00 M -0.70 13 *P-202 FROM PP -ASP Note TO Irrigation Control Panel Note Length: 180.00 1186 2" PVC Conduit 180.00 110.16 C 198.29 4.50 C 8.10 2179 2" GRC Elbow 3.00 34.45 E 10335 1.00 E 3.00 3/16/2026 7:07:03 AM Lower valley transfer station, (kittitas) : PCO 029 ASP Area Audit Trail Page 3 Entry Item# Description Quantity Price Ext Price Labor Ext Labor 2133 2" PVC Coupling 21.00 80.00 C 16.80 0.14 E 2.94 A7054 2" PVC Term Adpt & Locknut 2.00 2.59 E 5.18 0.57 E 1.14 1599 2" Locknut 2.00 131.03 C 2.62 0.27 E 0.54 2079 2" PVC Male Adaptor 2.00 127.90 C 2.56 0.30 E 0.60 2742 #4 XHHW AL Stranded Wire 555.00 384.40 M 213.34 13.50 M 7.49 2741 #6 XHHW AL Stranded Wire 185.00 368.46 M 68.17 11.70 M 2.16 16 "P-202A FROM PP -ASP Note TO PLC Control Panel Note Length:40.00 1188 3" PVC Conduit 80.00 195.60 C 156.48 7.13 C 5.70 2181 3" GRC Elbow 4.00 94.72 E 378.88 2.00 E 8.00 2135 3" PVC Coupling 12.00 233.74 C 28.05 0.18 E 2.16 A7056 3" PVC Term Adpt & Locknut 4.00 3.49 E 13.96 0.90 E 3.60 1601 3" Locknut 4.00 109.40 C 4.38 0.40 E 1.60 2081 3" PVC Male Adaptor 4.00 240.43 C 9.62 0.50 E 2.00 3079 3/16" Pull Line 84.00 66.64 M 5.60 2.50 M 0.21 17 'P-2028 FROM PP -ASP Note TO VFD Panel Note Length:30.00 1188 3" PVC Conduit 60.00 195.60 C 117.36 7.13 C 4.28 2181 3" GRC Elbow 4.00 94.72 E 378.88 2.00 E 8.00 2135 3" PVC Coupling 10.00 233.74 C 23.37 0.18 E 1.80 A7056 3" PVC Term Adpt & Locknut 4.00 3.49 E 13.96 0.90 E 3.60 1601 3" Locknut 4.00 109.40 C 4.38 0.40 E 1.60 2081 3" PVC Male Adaptor 4.00 240.43 C 9.62 0.50 E 2.00 3079 3/16" Pull Line 63.00 66.64 M 4.20 2.50 M 0.16 18 'P-202C FROM VFD Panel Note TO Aeration Blower Note Length:90.00 1188 3" PVC Conduit 180.00 195.60 C 352.08 7.13 C 12.83 2181 3" GRC Elbow &00 94.72 E 568.32 2.00 E 12.00 2135 3" PVC Coupling 24.00 233.74 C 56.10 0.18 E 4.32 A7056 3" PVC Term Adpt & Locknut 4.00 3.49 E 13.96 0.90 E 3.60 1601 3" Locknut 4.00 109.40 C 4.38 0.40 E 1.60 2081 3" PVC Male Adaptor 4.00 240.43 C 9.62 0.50 E 2.00 3079 3/16" Pull Line 189.00 66.64 M 12.59 2.50 M 0.47 19 `C-200 FROM PLC Control Panel Note TO Irrigation Pump Panel Note Length:170.00 1186 2" PVC Conduit 170.00 110.16 C 187.27 4.50 C 7.65 2179 2" GRC Elbow 3.00 34.45 E 103.35 1.00 E 3.00 2133 2" PVC Coupling 20.00 80.00 C 16.00 0.14 E 2.80 A7054 2" PVC Term Adpt & Locknut 2.00 2.59 E 5.18 0.57 E 1.14 1599 2" Locknut 2.00 131.03 C 2.62 0.27 E 0.54 2079 2" PVC Male Adaptor 2.00 127.90 C 2.56 0.30 E 0.60 2680 #14 THHN CU Solid Wire 3391.50 132.19 M 448.32 7.20 M 24.42 20 'C201 FROM VFD Control Panel Note TO Aeration Valve V-201 Note Length: 60.00 1183 1" PVC Conduit 60.00 54.13 C 32.48 3.75 C 2.25 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 10.00 47.22 C 4.72 0.08 E 0.80 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 3/16/2026 7:07:03 AM Lower valley transfer station, (kittitas) : PCO 029 ASP Area Audit Trail Page 4 Entry Item# Description Quantity Price Ext Price Labor Ext Labor 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2680 #14 THHN CU Solid Wire 252.00 132.19 M 33.31 7.20 M 1.81 21 63011 18/2 Twisted Pair Cable 60.00 132.14 M 7.93 7.00 M 0.42 22 *C-201A FROM PLC Control Panel Note TO Aeration Valve V-201 Note Length: 60.00 1183 1" PVC Conduit 60.00 54.13 C 32.48 3.75 C 2.25 2176 1"GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 10.00 47.22 C 4.72 0.08 E 0.80 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2705 #12 XHHW CU Solid Wire 189.00 312.08 M 58.98 14.00 M 2.65 23 *C-202 FROM VFD Control Panel Note TO Aeration Valve V-202 Note Length: 90.00 1183 1" PVC Conduit 90.00 54.13 C 48.72 3.75 C 3.38 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 13.00 47.22 C 6.14 0.08 E 1.04 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2680 #14 THHN CU Solid Wire 378.00 132.19 M 49.97 7.20 M 2.72 24 63011 18/2 Twisted Pair Cable 90.00 132.14 M 11.89 7.00 M 0.63 25 *C-202A FROM PLC Control Panel Note TO Aeration Valve V-202 Note Length: 90.00 1183 1" PVC Conduit 90.00 54.13 C 48.72 3.75 C 3.38 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 13.00 47.22 C 6.14 0.08 E 1.04 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2705 #12 XHHW CU Solid Wire 283.50 312.08 M 88.47 14.00 M 3.97 26 *C-203 FROM VFD Control Panel Note TO Aeration Vale V-203 Note Length: 110.00 1183 1" PVC Conduit 110.00 54.13 C 59.54 3.75 C 4.13 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 15.00 47.22 C 7.08 0.08 E 1.20 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2680 #14 THHN CU Solid Wire 462.00 132.19 M 61.07 7.20 M 3.33 27 63011 18/2 Twisted Pair Cable 110.00 132.14 M 14.54 7.00 M 0.77 28 *C-203A FROM PLC Control Panel Note TO Aeration Valve V-203 Note Length: 110.00 1183 1" PVC Conduit 110.00 54.13 C 59.54 3.75 C 4.13 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 15.00 47.22 C 7.08 0.08 E 1.20 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 3/16/2026 7:07:03 AM Lower valley transfer station, (kittitas) : PCO 029 ASP Area Audit Trail Page 5 Entry Item# Description Quantity Price Ext Price Labor Ext Labor 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2705 #12 XHHW CU Solid Wire 346.50 312.08 M 108.14 14.00 M 4.85 29 *C-204 FROM VFD Control Panel Note TO Aeration Valve V-204 Note Length: 140.00 1183 1" PVC Conduit 140.00 54.13 C 75.78 3.75 C 5.25 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 18.00 47.22 C 8.50 0.08 E 1.44 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2680 #14 THHN CU Solid Wire 588.00 132.19 M 77.73 7.20 M 4.23 30 63011 18/2 Twisted Pair Cable 150.00 132.14 M 19.82 7.00 M 1.05 31 *C-204A FROM PLC Control Panel Note TO Aeration Valve V-204 Note Length: 140.00 1183 1" PVC Conduit 140.00 54.13 C 75.78 3.75 C 5.25 2176 1" GRC Elbow 4.00 1357.41 C 54.30 0.50 E 2.00 2130 1" PVC Coupling 18.00 47.22 C 8.50 0.08 E 1.44 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 2705 #12 XHHW CU Solid Wire 441.00 312.08 M 137.63 14.00 M 6.17 32 *S-200 FROM PT-101 Note TO PLC Control Panel Note Length: 160.00 1183 1" PVC Conduit 160.00 54.13 C 86.61 3.75 C 6.00 2176 1" GRC Elbow 3.00 1357.41 C 40.72 0.50 E 1.50 2130 1" PVC Coupling 19.00 47.22 C 8.97 0.08 E 1.52 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 33 63011 18/2 Twisted Pair Cable 160.00 132.14 M 21.14 7.00 M 1.12 34 *S-2021A FROM Pressure Transmitter Note TO PLC Panel Note Length: 100.00 1183 1" PVC Conduit 100.00 54.13 C 54.13 3.75 C 3.75 2176 1" GRC Elbow 3.00 1357.41 C 40.72 0.50 E 1.50 2130 1" PVC Coupling 13.00 47.22 C 6.14 0.08 E 1.04 A7051 1" PVC Term Adpt & Locknut 2.00 1.10 E 2.20 0.32 E 0.64 1596 1" Locknut 2.00 50.26 C 1.01 0.14 E 0.28 2076 1" PVC Male Adaptor 2.00 59.59 C 1.19 0.18 E 0.36 35 2930 Cat 5E 24gauge 4pair 100.00 139.76 M 13.98 14.00 M 1.40 Note *S-202-1 B - No Charge 37 *P-204B FROM Air Pump #1 Note TO Air Pump #2 Note Length: 150.00 1186 2" PVC Conduit 150.00 110.16 C 165.24 4.50 C 6.75 2179 2" GRC Elbow 2.00 34.45 E 68.90 1.00 E 2.00 2133 2" PVC Coupling 17.00 80.00 C 13.60 0.14 E 2.38 A7054 2" PVC Term Adpt & Locknut 2.00 2.59 E 5.18 0.57 E 1.14 1599 2" Locknut 2.00 131.03 C 2.62 0.27 E 0.54 3/16/2026 7:07:03 AM Lower valley transfer station, (kittitas) : PCO 029 ASP Area Audit Trail Page 6 Entry Item# 2079 39 3653 40 'P202S Note Note 1186 2179 2133 A7054 1599 2079 2744 2741 Description 2" PVC Male Adaptor 45 KVA 3PH Transformer 480/277V FROM Transformer TO Pump Control Panel Length: 30.00 2" PVC Conduit 2" GRC Elbow 2" PVC Coupling 2" PVC Term Adpt & Locknut 2" Locknut 2" PVC Male Adaptor #1 XHHW AL Stranded Wire #6 XHHW AL Stranded Wire Quantity Price Ext Price Labor Ext Labor 2.00 127.90 C 2.56 0.30 E 0.60 1.00 3372.42 E 3372.42 12.00 E 12.00 30.00 110.16 C 33.05 4.50 C 1.35 2.00 34.45 E 68.90 1.00 E 2.00 5.00 80.00 C 4.00 0.14 E 0.70 2.00 2.59 E 5.18 0.57 E 1.14 2.00 131.03 C 2.62 0.27 E 0.54 2.00 127.90 C 2.56 0.30 E 0.60 105.00 654.81 M 68.76 18.90 M 1.98 35.00 368.46 M 12.90 11.70 M 0.41 Total 5,237.47 115.66 9MSN jMNIHSVM'StInQSN3'113 ANM Tot SWNI9w 31sw M A1Ntt10s SYL1t01 NOI1tl1S'd3dSN M1 A311VA H3MOI 3uuu�om NYid 311S IYJIN13313 (3308VII 3 _I - — ++a�aWaa//+ ftff NPK .mmt eras a04 Q � 1��1N/ONE GYB9'/W Yd ooarar[ R (m9) �% O SOOM �^IawN°MA'a^"°1oB !st tal n�a'3N^��Y aal9wc IF N aoM4uoo pue s4uapmuoo onuawuayw3 4 ; W 5 a 0 a a 3 3 a U o 0 W U vJ ci w J g k8!: a 3 = z U in ui J m $ m03 V U U V 5 Q pp p TX z i y T. yVy V>> U V>> >>U U >U> yUy V yUy U> U} V U N C d d a d d `�' c�5 c5 `� � � J � d R � � � a �,• RMNOLONINWWOU AVM VdIsm", Moll I"m alvS AINnoo sviu[N sops"$ V tO;MNVkll ABIIVA k0mol -6—.m /'0, M gh._AV W CN UJ 31V4 N4ISIA3Hy�uy = yapyq gal 0 k lit IL LU :c U) —i - ca ke — — — — — — — — — — — QBELSAAS P.O. BOX 926 / 103 EAST 4T" AVE, SUITE 209 pELLENSBURG, WA 98926 « 509-925-9747 FAX: 509-962-3031 MITH Brandon@belsmith.com BELSASC0330H May 14th, 2026 Re: MRW Gas Detector Install Per the description below, we present the following change order proposal #71 (COP#71). COP #71 includes all labor, materials, and equipment necessary to install the gas detector located in the MRW building. The gas detector was not called out on the mechanical equipment schedules and not shown on any of the electrical drawings. For a document trail please refer to RFI's 114, 117, 129, and 140. Due to the numerous vague RFI responses and facility needs the detector was then installed by Titan electrical on a T&M basis. Please see the attached labor and materials breakdown. Total cost added to contract Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $11,414.51 + WSST LU LLJ Z 0 0 0 ry z 00 0 w Q w 0 z LLJ < 0 CN ui uj Lli z 0 V) z Im L) Of uj lad 11 cr- 0 LIJ CID z D 0 z w w U- LL LLJ =1 r-.. TITAN ELE:CTR10AL. I TO: Riley Eres Contractor Belsaas & Smith Construction FROM: Adam Rieker Subcontractor Titan Electrical LLC CHANGE TITLE I Gas Detector T&M COST IS TO: Project: Lower Valley Transfer Station 2603 Green Ave Ellensburg, WA 98926 Subcontract # Date: 4/27/2026 Change # 32 Amount: $5,314.84 Initiated By: Titan Electrical Reason: Design Change Type: Additive - Lump Sum Install gas detector sensor (provided by others) and terminate to VFD located in MRW Building. Cost also includes furnishing and installing associated parts to ensure function of sensorNFD on a T&M basis. 1 00'of EMT conduit was installed in the non -classified location and 30' of rigid conduit was installed in the classified area, along with fittings for each conduit type. #14 THHN CU conductors and 18/4 Belden cable were installed for the control of the gas detector. Cost Breakdown This Change: Labor $4,025.00 Material $404.04 Other O&P $885.80 Total $5,314.84 Authorized By Signature: Print Name: Title: Date: Titan Electrical LLC SUBCONTRACTOR Adam Rieker Project Manager 4/27/2026 Accepted By: Signature: Print Name: Title: Date: SUBCONTRACTOR Page 1 of 1 4/27/2026 3:17:05 PIVI Titan Electrical LLC Page 1 Lower valley transfer station, (kittitas) : PCO 032 Gas Detector Job Number: C01883-21 Bid Summary: CHARGE Extension By Phase Item # Description Quantity Price U Ext Price Labor Hr U Ext Lab Hr Lab F --- 03 Above Ground Feeder Raceway -- 5763 12x12x6" Screw Cover Pull Box-Nema 1 1 36.19 E 36.19 3.15 E 3.15 -- 03 Above Ground Feeder Raceway Total -- 36.19 3.15 -- 04 Above Ground Branch Raceway -- 1001 3/4" EMT 100 87.08 C 87.08 5.75 C 5.75 1051 3/4"GRC 30 321.17 C 9635 6.50 C 1.95 1445 3/4" Set Screw Steel Conn 6 43.49 C 2.61 0.10 E 0.60 1545 3/4" Set Screw Steel CpIg 15 62.37 C 9.36 012 E 1.80 1595 3/4" Locknut 4 113.19 C 4.53 0.12 E 0.48 1607 3/4" Plastic Bushing 2 79.92 C 1.60 0.12 E 0.24 1641 3/4" LB Condulet w/Cover & Gasket 2 24.84 E 49.68 0.65 E 1.30 1741 3/4" 3-Piece, Coupling (Erickson) 1 275.23 C 2.75 0.70 E 0.70 2339 3/4" 1-Hole Strap 20 112.86 C 22.57 4.00 C 0.80 2481 1 G WP Bell Box-(3)3/4" Hubs 1 353.09 C 3.53 1.10 E 1.10 --- 04 Above Ground Branch Raceway Total -- 280.06 14.72 --- 06 Brach Wire --- 2680 #14 THHN CU Solid Wire 300 136.45 M 40.94 7.20 M 2.16 --- 06 Brach Wire Total --- 40.94 2.16 11 Fire Alarm --- 3126 1814 AWG Unshielded Cable 150 312.36 M 46.85 18.00 M 2.70 --- 11 Fire Alarm Total --- 46.85 2,70 --- 18 Misc. --- T0001 24VDC Gas Detector Sensor 1 0.00 E 0.00 12.50 E 12.50 --- 18 Misc. Total --- 0.00 12.50 Job Total 404.04 35.23 -3326 * Fax: 509-453-9921 Jeff Austin HVAC Estimator/Project Manager E-mail: Jeff@mbiyakima.com Web: www.mbiyakima.com Prepared for: Belsaas & Smith Date: February 17, 2026 Attn. Riley Pure Air Gas monitor MRW building (for EF-2) proposal Inclusions: • Supply one Pure Air MPS LEL Combustible Gas Monitor (Pt #99214) Exclusions: • Washington state sales tax • High voltage electrical • Low voltage electrical (electricians) • Mounting of devise (electricians) • Explosion Proof Converter 120 to 24 volt • Any work not specifically referenced above Base bid: $ 3,950.00 Please let me know if you have any questions about this proposal & thanks again for inviting us to quote this project for you. Respectfully, Jeff Austin Jeff@mbiyakima.com (509) 728-3637 Cell Electrical Construction: MBICOCS888KG General Construction: MBICOCS888J6 BELSAA 8C SMITH BELSASC0330H May 14th, 2026 Re: MRW Block Heater & Louver P.O. BOX 926 / 103 EAST 4TH AVE, SUITE 209 ELLENSBURG, WA 98926 509-925-9747 FAX: 509-962-3031 Brandon@belsmith.com Per the description below, we present the following change order proposal #72 (COP#72). COP #72 includes all labor, materials, and equipment necessary to combine lighting circuits and install the missing circuits required for the fire suppression pump system. These circuits include a block heater circuit to maintain the system at an operable temperature and a louver control circuit to automatically engage the louver upon fire pump activation. This solution came from the RFI response to RFI# 141 which came in an email form Tom on 4/9. Total cost added to contract: Time extension required: 0 days Sincerely, Riley Eres, Belsaas & Smith Construction $6,007.73 + WSST 04 CL 11IIIIIINIIIIIII I IIIIIIIII �IIIIIII�INIIIIIIIIIIIIIIIIIIIII LLI CO • IIIIIIIIIAIIIIIIIIII�llllllllll • �1111111�111111111111111111111111 ui nI imIIOIIIIOIINIIIIIIIIIIIIIIIIIIII CL cr- cmnununnmm� norms CN C�IIIIIIIRIIIIIIIII 04 4- 0 CN F- w w m U) w w z TZ o 10 0 w 0 0 w 0 wo C9 Oz < w im...........:........ w (D z C) U) -r F- FZ- W 0 dd c) 00 F- Z F- < C) w < 2i w F- F- z U) 0 F- o (.) W WLL M LL W F- w Z < w > D OD w w U) w w w =1 rr 'TITAN E L E C T R I C A L 11 TO: Riley Eres Contractor Belsaas & Smith Construction FROM: Adam Rieker Subcontractor Titan Electrical LLC CHANGE TITLE I Block Heater & Louver COST IS TO: Project: Lower Valley Transfer Station 2603 Green Ave Ellensburg, WA 98926 Subcontract# Date: 4/9/2026 Change # 31 Amount: $4,894.68 Initiated By: Titan Electrical Reason: Design Change Type: Additive - Lump Sum Combine lighting circuits 4 and 21 with lighting circuit 2 to free up panel space in PP-MRW to allow for the block heater and louver circuits to be installed. The cost also includes furnishing and installing approximately 90' of 3/a" conduit from PP-MRW to a location near the louver in the Mechanical RM and an additional 20'to continue on to a location near the block heater. Contactor box with HOA to facilitate exhaust fan and louver with Fire Pump control panel auxiliary contacts. Cost Breakdown This Change: Labor $2,735.85 Material $1,343.05 Other O&P $815.78 Total $4,894.68 Authorized By: Titan Electrical LLC Accepted By: Signature: Print Name: Title: Date: SUBCONTRACTOR Adam Rieker Project Manager 4/9/2026 Signature: Print Name: Title: Date: SUBCONTRACTOR Page 1 of 1 Kittitas County Maintenance 205 W. 51h Ave Ste 10 Ellensburg, WA 98926 June 3, 2026 Troy Barrows Nor-Pac Seating Company Inc. 3255 Griffin Ave/ PO BOX 1039 Enumclaw, WA 98022 Project: Ellensburg Rodeo Arena Stadia Mr. Barrows, I am writing to formally acknowledge and award change order number 1 for the following Change Order Proposals (COP): CON $3,795.00 Couplers and Anchors for incorrect placement at BB/G13-G17 COP2 $3,200.00 Extra Lay out time to verify placement COP3 $24,959.64 Time to adjust base plates onsite due to incorrect anchor bolts COP4 $1,470.00 Hot Galy Materials for incorrect anchor bolts COP5 $15,460.00 Modify Post at Chutes line G4 We propose the following modifications to our contract dated September 3, 2024. Base Bid Change Order 1 Total $5,805,061.00 48, 884.64 $5,853,945.64 Please considerthis letter as ourformal acceptance of the change order. We look forward to successfully completing this project together with these agreed -upon adjustments. Thank you, f / Troy arrows Nor-Pac Seating Company Inc. W'ajx.�oard of County Commissioners Kittitas County NOR -PAC S E A T I N G P.O. Box 1039 Enumclaw; VJA 98022 ;253)-852-0801 Fax: '253)-852.082 CHANGE ORDER ELLENSBURG RODEO Project Name 901 E SEVENTH AVE ELLENSBURG, WA Project Address PATTI STACEY / KITTITAS COUNTY Project Manager Name / Firm Name DESCRIPTION OF CHANGES: (check here ❑ and attach additional pages if more space is needed.) ADD FOR MODIFYING THE POSTS AT CHUTES/G4 8 Change Order Number 5/20/26 Change Order Date Detailing/engineering and materials ...... $3,780.00 Engineering Detailing Steel procurement and labor to laser cut the plates The concrete anchors to surface mount the posts 1hr of admin time to create and process documentation UPS standard freight to WA Plates would be cold galvanized versus send to a galvanizing facility to be hot dipped. Labor &welding ............ $ 11, 680.00 Notes: includes cutting and patching existing anchors/holes. Total change order .... $ 15,460.00 PRICE. These changes (select one): ® raise ❑ lower the price of the contract to $ ❑ do not affect the price of the contract. PROJECT DURATION. These changes (select one): TBD ❑ extend ❑ shorten the duration of the project by ❑ do not affect the duration of the project IIF7 NOR-PAC E - I S E P.O. Box 1039 Er LIMCINW, VVA 9,W/2. Owner Signature Printed Name A T I N G (253)-852-0801 Fax: (253)-852-082 Date NICOLE $APPOWS Contractor Signature NICOLE BARROWS 5/20/26 _ __ Printed Name Date Barrows Bleacher Installation PO Box 86 Mossyrock, WA 98564 Phone: (360) 575-3342 Email: danielle@nwinstallation.com Bill To: Nor-Pac Seating Co PO Box 1039 Enumclaw, WA 98022 B1901 1 304637-3 Re: Ellensburg Rodeo 304637-3 901 E Seventh Ave Ellensburg, WA 98926 Net 10 Days 1 4/10/2026 Carp Hours - Complete Coupler nuts and rework leveling nuts * note to chage 38.00 83.21 Cascade Central for 18 hrs* Subtotal $ Sales Tax (if applicable) $ Invoice Invoice Number 3633 Involve Efate 3/31 /2026 3,161.98 3,616.98. 0.00 Total Due $ 3,161.98 WHLSW WA -Wholesale Fowler General Construction LUMP SUM PRICE PROPOSAL Client: Port of Pasco Contract No.: 527 - Ellensburg Rodeo Grandstands Description of work: CE #002 - Wedling, Torching, Anchor Bolt and Baseplate Issues Use Bid USE ATTACHMENTS AS NECESSARY Bonding Required? 0* YES � 'V�y. vr`su a.'�+"'tic, ��.:sw,T .,tT.„,c.. .t.. v5:_'c`^'N �.!3.ns �I ��k� ,n4-s �'�� k' �a ��1r��§t."•� cus"cation Total Ron" ostlltr Total Project Director $ 125.00 $ Project Manager $ 110.00 $ Superintendent $ 110.00 $ Project Engineer $ 85.00 $ Safety $ 85.00 $ $ Total S ._' �'va Po"" MA1040s cost1hr TOW Steve Aiken - Week of 4/13 - 4/19/26 5.50 $ 125,00 $ 687.50 Kurt Broughton - Week of 4/13 - 4/19/26 5.50 $ 125.00 $ 687.50 Ramon Gonzalez - Week of 4/13 - 4/19/26 3.00 $ 125.00 $ 375.00 Wyatt Huck - Week of 4/13 - 4/19/26 0.50 $ 125.00 $ 62.50 Jim Johnston - Week of 4/13 - 4/19/26 12.50 $ 125.00 $ 1,562.50 Tyson Truon = - Week of 4/13 - 4/19/26 13.50 1 $ 125.00 $ 1,687.50 Steve Aiken - Week of 4/20 - 4/26/26 4,50 $ 125.00 $ 562.50 Kurt Broughton - Week of 4/20 - 4/26/26 5,50 $ 125.00 $ 687.50 Rod Free - Week of 4/20 - 4/26/26 100 $ 125.00 $ 125.00 Ramon Gonzalez - Week of 4/20 - 4/26/26 5.50 $ 125.00 $ 687.50 Wyatt Huck - Week of 4/20 - 4/26/26 4,50 $ 125,00 $ 562.50 Jeff Jensen - Week of 4/20 - 4/26/26 5.00 $ 125.00 $ 625.00 Jim Johnston - Week of 4/20 - 4/26/26 4.50 $ 125.00 $ 562.50 Eric Price - Week of 4/20 - 4/26/26 1.00 $ 125.00 $ 125.00 Tyson Truon - Week of 4/20 - 4/26/26 4.50 $ 125.00 $ 56250 Steve Aiken - Week of 4/27 - 5/3/26 6.50 $ 125.00 $ 812.50 Kurt Broughton - Week of 4/27 - 5/3/26 8.50 $ 125.00 $ 1,062.50 Ramon Gonzalez - Week of 4/27 - 5/3/26 8.50 $ 125.00 $ 1,062.50 Jeff Jensen - Week of 4/27 - 5/3/26 8.50 $ 125.00 $ 1,062.50 Jim Johnston - Week of 4/27 - 5/3/26 7.50 $ 125.00 $ 937.50 Nick Thornton - Week of 4/27 - 5/3/26 3.00 $ 125.00 $ 375.00 Tyson Truon - Week of 4/27 - 5/3/26 4.00 $ 125.00 $ 500.00 Kurt Broughton - Week of 5/4 - 5/10/26 1.00 $ I25.00 $ 125.00 Rod Free - Week of 5/4 - 5/10/26 2.00 $ 125.00 $ 250,00 Ramon Gonzalez - Week of 5/4 - 5/10/26 2.00 $ 125.00 $ 250.00 Wyatt Huck - Week of 5/4 - 5/10/26 150 $ 125.00 $ 187.50 Nick Thornton - Week of 5/4 - 5/10/26 3.00 $ 125.00 $ 375,00 T son Truon - Week of 5/4 - 5/10/26 1.50 $ 125.00 $ $ 187.50 16,750.00 Total S:�nmg^.. ' +5,^,ca-al, ' us..{ �� ems,.' -nw T' ^`t't' ' nisQuantity Voit Price Total Misc. Materials 1 1471 $ 1,470,81 Total $ 1,470.81 , �", ."``,. x :,. 77 ton : "l l" Vint haft Toth Crane - Prorated based off time spent on these t.0 $ 750.00 $ 750.00 Forklift - Prorated based off time s nt on these 1.0 $ 1,500.00 $ 1,500.00 Rental Equi meet Deseri tioit Units Unit Rate Total 1.0 $ Total $ 2,250.00 $ Total $ Quantity it Price Total t $ $ Total $ J � .. k<a _, 2 ' ''*, '� 4 `� k xs''.� hr� .�„ � ""'�¢ 4" "`•w `� " � �N i. ry fYYig `»` N s* L Qnanttty Utnt Price Totat« None $ Total $ Total Crab Labor Item 2 Above t@i 3.00% S 21.00 s Overhead @ 0.001% $ Profit/Fee 15.00% $ Total S $ 16,750.00 Overhead @ 0.001% $ Profit/Fee 0.00% $ Total S 16,750.00 $ 1,470.81 Overhead t, 0.00% $ Profit/Fee t, 15.00%1 $ 220.62 Total $ 1,691.43 S 2,250.00 Overhead to 0.00% $ Profit/Fee to 15.00% $ 337,50 Total $ 2,587.50 Overhead e 0.00% S Profit/Fee t, 7.00%1 S Total $ rsr....- Overhead r 0.00% $ Profit/Fee t . 15.00% S Total $ Overhead @ 7.00% $ Profit/Fee @ T00% S Total S kw $ 21.00 Overhead @ 0.00% $ Profit/Fee @ 15.00% $ 3.15 Total $ 24.15 Items "A" Through "H" Subtotal S Amount 21,053.08 J CONTINGENCY Rate Self Perform 0% S Subcontractors 0 % S Amount - - K ITEMS I & J S Amount 21,053.08 L TAXES & BONDS B&O TAX @ % Or ITEM K - Rate 0.471% S 99.46 Insurance @ % Or ITEM K 0.030 % S 63.16 TOTAL PROPOSED COST WITHOUT TAX (ITEMS J & K) CONTRACTOR AUTHORIZED REPRESENTATIVE Jeff Durfee Signature 5/14/2026 Date ORIGINAL INVOICE E lt�,. CUSTOMER: 11332 INVOICE; 0032548978 :NV PAGE: i ORDER: 0012997538-01 UnarC DATE: 0408,26 ORDDATE; 04'01.26 " Z�� SALESPERSON: 000213 BRANCH: OOOPAS TERRITORY: OSOUTH Oxarc LLC. TERMS: NET 30 INTIALS: JDS PO Box 2605 SHIP VIA: MILL CALL Spokane VJA 99220 RELEASEN: (509) 535-1794 FkX: (509) 535-0368 P/O: 527C002 GAS P/O: B FOWLER GENEPAL CONSTRUCTION H FOWLER GENERAL CONSTRUCTION L 2161 HENDER-SON LOOP I 2161 HENDER.SON TOOP L 9 �V RICHLAND YdA 9354 P RICHLAND WA 99354 T T 0 (/0 j�p� O �V\,NL� INVOICE AMOUNT: 545.46 ..... . . ....... .. PLEASE SEND TOP PORTION WITH YOUR PAYMENT ....... ITEM QTY CITY DESCRIPTION UOM UNIT RICE AMOUNT SHIPPED B O Location: PAS ** HARGLVIZ-90 14 0 HRS GAL -VIZ 1/4X1/4 (5) LB 35.42 495.88 T FEEHAZMAT 1 0 HAZARDOUS MATERIAL CHARGE EA 5.00 5.00 T A 3% surcharge will be applied to all payments made by credit card. Subtotal 500-88 Cash/Dep Received 0.00 TAX CD: 000000000001104 TAX DESCRP: PASCO-FRAM EYMPT CD. 0 EX-MPT/CERT: A15 9926 27 State 8.900% 44.5E Signed by: CRAIG Taxable amount: 500.88 FOWLER GENERAL CONSTRUCTION CUSTOMER: 11332 IO545.46 2161 HENDERSON LOOP INVOICE: 003254897E THIS INVOICE RICHLAND AAA 99354 INVOICE DATE: 04/08/2E ORDER: 0012997532-01 Oxarc LLC. PIC: 527C002 716 S Oregon Ave. Pasco VTA 99301 (509) 547-2494 F.AY:(509) 547-3103 ORIGINAL INVOICE E CUSTOMER: 11332 PAGE: 1 INVOICE: 0032556645 ovvxarc ORDER: 0013011836-00 INVDATE: 04'20.26 ORDDATE: 04'20/26 SALESPERSON: 000213 BRANCH: DOOELL TERRITORY: OSOUiTH OXarc :,LC, TERMS: NET 30 INTIALS: TbIT PO Bar. 2605 SHIP VIA: WILL CALL Suokan4 WA 99220 RELEASE4: (509) 535-7'794 FAX: (509) 535-0368 P/O: 527 GAS P/O: B r CONSTRUCTION S FOl-ILER GENERAL CONSTRUCTION I FOLQI,EF. GS1•.EAI',L CDI�TP.[iCTIOA H � 2161 HENDERSON LOOP (� �/ 2161 HENDERSON LOOP � I6 F RIC.HLAND WA 99354 �j GlA/ v RICHLAND TWA 99354 T T O O INVOICE AMOUNT: 426.78 PLEASE SEND TOP PORTION WITH YOUR PAYMENT • - ITEM OTY CITY DESCRIPTION UOM UNIT AMOUNT SHIPPED B/O PRICE 'k Location: ELL ACEAMA 2 0 2 0 ACETYLENE - MA 111-150 CF CYL 119.692 239.38 T 270 CF @ 88.660741/1000F OXYOHC5 2 0 2 1 OXYGEN HC500 504 CF CYL 60.885 121.77 T 1008 CF @ 12.080357/1000F OX.i1VIC5-1-101 1 0 OXARC CUTTING TIP VICTOR STYLE EA 13.81 13.81 T 1 SERIES CUTS 4" ACETYLENE NAS4501D 2 0 TRIPLE FLINT STRIKER D014ESTIC EA 6.512 13.02 T FEEFAZMAT 1 0 HAZARDOUS MATERIAL CHARGE EA 5.00 5.00 T A 3% surcharge will be applied to all payments made by credit Card. Subtotal 392.98 Cash/Dep Received 0.00 TOTAL C`1LINDERS SHIPPED: 4 RETURNED: 1 TAX. CD: 000000000001902 TAX DESCRP: ELLENSBURG EXMPT CD: 0 EXMPT/CERT: A15 9926 27 State 8.600% 33.80 Signed by: JIM Taxable amount: 392.98 FOWLER GENERAL CONSTRUCTION CUSTOMER: 11332' THIS INVOICE AMOUNT426.78 2161 HENDERSON LOOP INVOICE: 0032556645 1 INCLUDING TAX RICHLP.ND WA 99354 INVOICE DATE: 04/20/26 ORDER: 0013011836-00 Oxarc LLC. P/O: 527 907 N Prospect St Ellensburg WA 98926 (509) 925-1518 FAX:(509) 925-1136 ORIGINAL INVOICE E CUSTOMER: 11332 PAGE: 1 INVOICE; 0032552039 9 x a r c ORDER: 0013005970-00 INVDATE: 04 1,3/26 ORDDATE: 04113/26 SALESPERSON; 000213 BRANCH: 000ELL TERRITORY: OSOUTN. Oxarc LLC, TERMS: NET 30 INTIALS: RA PO Box 2605 SHIP VIA: WILL CALL Sookane W-m. 99220 RELEASER: (509) 535-7794 FAY:(509) 535-0368 P/O: 527%CE002 GAS P/O: B I FOWLERENERAL G H FOULEP. GENERAJ, CONSTRUCTION CONSTRUCTION L2161 HENDERSON LOOP P 2161 HENDERSON LOOP RICiiLAND ;9.i 99354 ^ w� RICHLAND WA 99354 O O INVOICE AMOUNT: '177.35 PLEASE SEND TOP PORTION WITH YOUR PAYMENT - - - ITEM OTY OTY DESCRIPTION UOM UNIT AMOUNT PRICE SHIPPED 8/0 . " Location: ELL '* WEI50601 10 0 WEILER 4-1%2X7/8 FLAP DISC 24G EA 7.626 76.26 T TYPE 29 TIGER (10) FIB4178CLR 4 0 FBR FACESHIELD 8" X16.5" CLEAR EA 7.72 30.88 T (BULK PRODUCT) WE158325 5 0 67EILEP. 4-1/2X1/4X71'8 GRIPIDING EA 9.23 46.15 T WHEEL T27 TIGER CERAMIC (10) LNRKP2100-1B1 10 0 LNC CONTACT TIP 068-072 (10) EA 9.71 97.10 T FEERAZMAT 1 0 HAZARDOUS IATERIAL CHARGE EA 5.00 5.00 T A 3'c surcharge will be applied to all payments made by credit card. Subtotal 255.39 Cash/Dep Received 0-00 T.AX CD: OOOOOOOD0001902 TAX DESCRP: ELLENSBURG EXMPT CD: 0 EXMPT/CERT: A15 9926 27 Signed by: jim Taxable amount_: 255.39 State 8.600% 21.96 FOWLER GENERAL CONSTRUCTION CUSTOMER: 11332 AiII1111111,411 1 277-35 INVOICETHIS 2161 HENDERSON LOOP INVOICE: 0032552039 INCLUDiNG TAX RICN_LAND WA 99354 INVOICE DATE: 04/13/26 ORDER: 0013005970-00 Oxarc LLC. P/O: 527/CE002 907 N Prospect St Ellensburg WA 98926 (509) 925-1518 FAX:(509) 925-1136 Docusign Envelope ID: 4C6E479E-20D0-BFDF-833C-020AE84A4B8C ELI WE IUII]YIEW. DANI CLAYTON PCCO #002 Dent Clayton Project: 50597DC - 50597DC- Ellensburg, WA- Ellensburg Rodeo 1500 Bernheim Lane 1010 East 8th Avenue Louisville, Kentucky 40210 Ellensburg, Washington 98926 Phone: 502 634 3655 ext207 Prime Contract Change Order #002: CE #004 - Foundation Fix TO: Norpac FROM: Dant Clayton 1500 Bernheim Lane Louisville, Kentucky 40210 DATE CREATED 3/06/2026 CREATED BY: Sheela Fell! (Dant Clayton) CONTRACT STATUS: Draft REVISION: 0 REQUEST RECEIVED LOCATION: FROM: DESIGNATED REVIEWER: REVIEWED BY: ^ DUE DATE: REVIEW DATE: INVOICED DATE: PAID DATE: REFERENCE: CHANGE REASON: Allowance PAID IN FULL: No EXECUTED: No ACCOUNTING METHOD: Amount Based SCHEDULE IMPACT: SIGNED CHANGE ORDER REVISED SUBSTANTIAL RECEIVED DATE: COMPLETION DATE: FIELD CHANGE: No CONTRACT FOR: 1:Ellensburg Rodeo TOTAL AMOUNT: $3,226.33 DESCRIPTION: CE #004 - Foundation Fix The foundations In Ellensburg Rodeo were installed incorrectly. Instead of ripping out and having them redone, Dant design and engineered a solution and sent materials to fix. This change order is for the design, engineering, materials, and freight associated with fixing the piers. ATTACHMENTS: The original (Contract Sum) Net change by previously authorized Change Orders The contract sum prior to this Change Order was The contract sum would be changed by this Change Order in the amount of $3,226.33 The new contract sum including this Change Order will be The contract time will not be changed by this Change Order, SIGNATURE DATE Norpac Dant Clayton 1500 Bernheim Lane Louisville, Kentucky 40210 Sq-d by: r—s,gncd by: Mob- baw ws 3/6/2026 1 11: 6 %I W FtW 3/6/2026 I 9 SIGNATURE DATE SIG1A f3E' DATE Dant Clayton Page 1 of 1 Printed On: 3/6/2026 09.45 AM Docusign Envelope ID: 8FA23769-3978-8758-823D-68974425BAB6 " " Document G70f - 2017 , Change Order PROJECT: (\nnre and address) CONTRACT INFORMATION: CHANGE ORDER INFORMATION: 230076 Kittitas County Jail Facilities Contract For: Renovation Change Order \urnber: 013 Renovation Task 1 205 Test Sth Avenue Date: 04 30 2025 Date: 06-04-2026 Ellensburg. NV A 9S926 OWNER: ivame and address) ARCHITECT: (.\Tame and address) CONTRACTOR: 0-ante and address) Kittitas County K\IT Belsaas &- Smith Construction, Inc. 2205 Rest 5th avenue 7S26 Leary Way KE -200 103 East 4th avenue. Ste: 209 Ellensburg. WA 9S9_26 Redmond. W:-X 9S05- Ellensburg. W-A. 9S926 THE CONTRACT IS CHANGED AS FOLLOWS: (insert a derailed description of the change and, if applicable, arrach or reference specific eshlbits. AiSo include agreed upon adfusnnents am•iburable ro ewcured C'onsnwcrion C'hangeDireen.ves,) This chanize order includes a cost adjusuneut related to the added Sevvage Grinder Punrps work identified in COP-20 The original Contract Sulu was S 2.457.000.00 The net change by previously authorized Change Orders S 1.470.551.39 The Contract Sum prior to this Change Order was S 3.927.55139 The Contract Stun will be increased by this Change Order in the amount of S 96.16S.-3 The new Contract Sum including this Change Order mill be S 4A23.71,20.12 The Contract Time will be unchanged by Zero (0) days. The nesv date of Substantial Completion will be NOTE: This Change Order does not include adjustments to the Contract Sum or Guaranteed Maxinruru Price. or the Contract Time. that have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede The Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT; CONTRACTOR AND OWNER. �3 DocuSigned by: " b,"VI --- A( F11 I t� I (.Signature/ BY: John :Anderson. Rk (Prinred mante, ritle. crud license number if required) 6/5/2026 Dare �Signed by: s`°" L.�-lasgti� Pout �..,..�u- C��c,�t�K�/57g)larttl'el __--- BY: Scott Carlson. Project Manager (Prinred naive and rirle) 6/5/2026 Dare `-0WNER�/Signature) BY: Patti Stacey. Facilities and�7aste Operations Director (Prinred name and rirle) 'L Dare A(A Document G701 — 2017. Copyright C- 1979, 1987. 2000, 2001 and 2017 All rights reserved. `The Amercan Institute of Architects ' -American Institute of Architects - WA,- the AIA Logo, and -AIA Contract Documents` are trademarks of The American Institute of Architects This document was produced at 23:30:32 PDT on 06)0412026 under Subscription No 20240090396 which expires on 1226 2026. is not for resale. is licensed for one-time use only. and may only be used in accordance with the AiA Contract Documents' Terms of Service To report copyright violations, e-mail docinfo@aiacontracts.com User Notes: (6a22096b583c877418e34a09) Docusign Envelope ID: 8FA23769-3978-8758-823D-68974425BAB6 BELSAA 8C SMITH BELSASC0330H May 26, 2026 Re: Sewage Grinder Pumps P.O. BOX 926 / 700 EAST MOUNTAIN VIEW AVE, SUITE 504 ELLENSBURG, WA 98926 0:509-925-9747 C:619-278-8554 scottc@belsmith.com Per the description below, we are pleased to offer the following change order proposal #20 (COP#20) Sewage Grinder Pumps. If approved, our team will move forward with the work as follows: • Sanitation of the sump and existing equipment • Demolition and disposal of the existing sewage pumps, electrical, check valves and associated piping to the isolation valves a Mounting new grinder pumps on a steel plate to act as the sump floor • Furnish, installation and startup of two new sewage grinder pumps, guiderails, floats and associated piping and check valves connecting the existing isolation valves • Installation of new electrical and control panel. Total cost of proposal: $96,168.73 + WSST Time extension required: 0 days Sincerely, John Anderson, 6/4/26 Scott Carlson Belsaas & Smith Construction pal b 6 6 .6 0 C4 04 co 0 C) C4 — C4 (6 tq 69 69 69 61t 6pk 64 613. 69 69 69 co 60 bq 09 UH 69 69, 69 64 69 6Ft Eft 69 6cp 69 64 69 69 V> 69 fAk 69 60 0) co 0 0 0 0 0 0 0 0 0) 00 C6 (.0 6 0 .4 (14 d 0 6 0 co N UJ 0 co co rl- r- 04 N CL (3i ai — cli d 2 6H 69 61> 69 611* 69 vFt 64 09 64 64 W 61). 61). 61). 6»1 fl 69. 61r V3, 6% 64 V) 0c t� 6q 64 64 603, 69 6-1 61). 69. 6-> ccgi 0 0 0 0 0 0 �E C6 m 1 6 0 1 6 LO . ci In C)6 ce) D U) co (0 IT 0 U) 0 69 E9 V) 69 61), 61+ V> 64 69- 6% 69 VIP 69 60 60 69 6% 64 eA 64 69 Eft 69 691 69 V> 6<* 64 613, 6-1 64 699 69 V> U') C6 U') C6 00 w 0 64 63 611, 6ri. 69 6% 69 64 69 619, 69 tO 69 e9, 69 69 60- 6% 03, 0% 69 (;q 69 Eft 61), 69 64 61t 6% 6ft fA 69. 64 699 04 0 Ix 0 0 0 0 0 0 0 0 a F- w C� cl� 0 C� 0 C-� uj U) CD I I I I I I I I 0 5 co z a r- LU OR OR 9 9 9 9 coo 0 0 'IT 04 m cq — t-� r- cli a) 0) z (n U) U, cl: 0: IWI U) (n U) U) U) U) U) F- w uj z m CN N (D co — — — — o U) z 0 x < E 0 .0 w 3: s to z co 69 0 ig a < 0 CY) .2 M co > 4) 0 x ce) x (n M E E x c c E L cn ca E m U Cc cm E w Lli ca f 0 0: z E 4) 0 0 E 0 U- 0 0 F- 0. E ED .0 64 E to 0- a(a M :t! 0 c co m ccM > z < Of Q 4) 0) c Y) a L) CL < w M (j) w I cn E 76- v E r = E co 0 0 U) (D 0— c U). a- w w = w w qt 7. 0 O 0 (D (D (0 00 (0 IV 0) 'IT 0) 14, (3) CD r- rl- cli LO rl- Cl) r- Ce) r- o 0 04 mU')0) LO 0 C14 0 m 04 0 a) N 0 0) 0 m 0 0) OD a6 0N N N C\i (0 1-: 0)00 . U') (0 00 LO (D r- (Drl- < U) r- 00 (,4 00 (o 00 LO _ -,;r co U) o 0 Ce) to C5 Cl) (D w 0 F-C) (0 < d b b9 643, 6s 6rs (0) 619 F- (/) 00 Cl) rt 0 r-- I-T A < o In C) q co 0— r tO < 07 F- 0 6A VIX V) 64 64 69 0 LO. to 0 0 0) ClM ) rl- CN r- co D (j) 00 69, 69 (fl 60* 613, 64 NLU 0 CN LU LU z Qz 0 M z 0 < LLI 0 wCL 0 z 0 CL > LLJ U) 0 LU (r 0 < o l o 0(wD 0 - LW z Iz DF- 0 Z 0= 0 C gm - 0z 0 — U p80omn co co n 5§0mm �L- w C il wUU) ao l IIIIIIIIIIIIIETM U) U) LLJ 0 z 0 C) LLI cr- z D U) (D w (r D 0 LLI w (n w Cc LU !Is Docusign Envelope ID:8FA23769-3978-8758-823D-68974425BA66 TITAN E L E C T R I C A L 1 TO: Scott Carlson Contractor Belsaas and Smith FROM: Charles Espinoza Subcontractor Titan Electrical LLC CHANGE TITLE I Sewage Pump Station PCO6 THIS CONTRACT WILL BE MODIFIED AS FOLLOWS: 1. Provide power per drawing ME3.0 dated 02.12.2026 Project: Kittitas Jail 205 W 5ch Ave Ellensburg, WA 98926 Date: 2/27/2026 Change # 6 Amount: $8,838.96 Initiated By: Contractor Reason: Design Change Type: Additive - Lump Sum 2. Sewage pump and floats provided by others and installed by others 3. Sewage pump controller provided by others and installed by Titan Cost Breakdown This Change: Labor $6,250.00 Material $1,115.80 Other $0 O&P $1,473.16 Total $8,838.96 Authorized By: CONTRACTOR Signature: Print Name: Title: Date: Accepted By: Signature: Print Name: Title: Date: Page 1 of 1 SUBCONTRACTOR Docusign Envelope ID: 8FA23769-3978-8758-823D-68974425BAB6 Bid No: E628455 Page 1 of 2 FH.D. FOWLER COMPANY Customer: BELSAAS & SMITH CONST INC Estimate: E628455 Estimator: Cristal Trujillo Bid Date: 4/8/2026 Job Name: Kittitas County Search and Rescue - Pump Station Location: CLE ELUM Line Qty UoM Description Unit Price Extended Price 1 2 EA XLGV054A0540S2SBJB-5 460V, 3PH, 5.4" STAINLESS STEEL IMPELLER,5HP, 15,041.25 30,082.50 GRINDER,DUAL SEALS,50' POWER CORD 2 1 EA LEDX3-35 DUPLEX NEMA 4 CONTROL PANEL INCLUDING HOA SWITCH, 8,088.89 8,088.89 PUMP RUN LIGHT,INNER PANEL DOOR,ELAPSED TIME METER, SEAL TEST AND FAIL CIRCUITRY, LOCKABLE DOOR, ADJUSTABLE OVERLOAD, THERMAL OVERLOAD,INTEGRAL AUDIO/VISUAL HIGH LEVEL ALARM, AND AUX. CONTACTS FOR REMOTE 3 1 EA KFLT4-50 KFLT4-50 FLOAT SWITCH KIT, INCLUDING FOUR 50' FLOATS 752.50 752.50 4 2 EA GR3NS-ANSI GUIDE RAIL SYSTEM, NON -SPARKING, 3 IN ANSI 150,BRONZE 4,805.00 9,610.00 CLAW 5 1 FRT CHARGE FOR THE LIBERTY PUMPS 710.00 710.00 6 7 8 18.25 FT 3" CL 54 DI PIPE TJ 18.25' LENGTH ASPHALTIC COATED ANSI/AWWA 78.02 1,423.87 C151/A21.51 AND CEMENT LINED ANSI/AWWA C104/A21.4 WITH SBR GASKET 9 3" DI PIPE - IN STOCK IN PASCO 10 4 EA 3" UFA200-C-3-UT UNI-FLANGE FOR DI PIPE FORD 69.99 279.96 11 3" UNI-FLANGE - 6 IN STOCK IN OLYMPIA 12 2 EA 4" FL X 3" MJ REDUCER DI, AWWA C110, C/L LESS ACCESSORIES (34 LBS) 322.29 644.58 13 4" X 3" REDUCER - NONE IN STOCK: LEAD TIME 1-2 WEEKS 14 2 EA 4" MJ X FL 90 ELBOW DI, AWWA C153, C/L LESS ACCESSORIES (28 LBS) 135.74 271.48 15 2 EA 4" FLG LEVER & WEIGHT SWING CHECK VALVE AWWA C508, RUBBER FACE, 2,516.82 5,033.64 KENNEDY MODEL 1106AW, M&H MODEL 159-02, FUSION EPDXY IN AND OUT 16 4" SWING CHECK - 1 IN STOCK IN BELLEVUE AND 1 IN STOCK IN PASCO 17 2 EA 4" UFA200-C-4-UT UNI-FLANGE FOR DI PIPE FORD 89.76 179.52 18 4 EA 4" BOLT KIT,304 STAINLESS STEEL, 8 EA- 5/8" X 3" BOLT WITH NUT,IMPORT 18.46 73.84 19 2 EA 3" BOLT KIT,304 STAINLESS STEEL, 4 EA - 5/8" X 2-1/2" BOLT WITH 12.31 24.62 NUT,IMPORT 20 3" BOLT KITS - IN STOCK IN BELLEVUE 21 4 EA 4" 1/8" FULL FACE RED RUBBER GASKET, 150k 3.30 13.20 22 2 EA 3" 1/8" FULL FACE RED RUBBER GASKET, 1501# 2.85 5.70 23 4 EA 4" WEDGE ACTION MJ RESTRAINT GLAND FOR DIP 36.99 147.96 24 6 EA 4" GASKET AND 304SS T-BOLT SET FOR C153 MJ FITTINGS 62.64 375.84 25 2 EA 3" WEDGE ACTION MJ RESTRAINT GLAND FOR DIP 35.93 71.86 26 40 FT 2" 304SS SCH 40 PIPE PLAIN END WELDED 20' NOMINAL LENGTH IMPORT 23.68 947.20 Docusign Envelope ID: 8FA23769-3978-8758-823D-68974425BAB6 Bid No: E628455 Page 2 of 2 27 IN STOCK IN BELLEVUE - CUSTOMER TO CUT THE 20' PIPE TO 8' LONG Approximate Total 58,737.16 Plus 10% to the materials cost for miscellaneous - excluding the pump and pump accessories cost. Docusign Envelope ID: 8FA23769-3978-8758-823D-68974425BAB6 From: Brown and Jackson To: Scott Carlson Subject: Jail Sewage Pit Date: Thursday, March 19, 2026 2:30:07 PM Hi Scott! I talked to Tyler and we can definitely pump out the sewage pit at the Jail for you all! Price wise, it will be a $350 Truck service fee plus the amount of gallons. We charge .33 cents per gallon. On the last job I could find it was 500 gallons, which would be around $165 just to give you an idea of what it might be. Let me know if you need a more formal estimate and I can write one up as well! If you would like to get something on the schedule let me know! Best, Malia Brown & Jackson Septic/Portable Toilets 509.925.1564 107 N Main Street Ellensburg, WA 98926