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Home My WebLink AboutCAG2024-139 - Change Order - #4 - Bayley Construction, LP - FAC2309-C-KEHOC Warehouse and Office - 7/31/24 FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form Dir. Assist. KP • For Approvals,Signatures and Records Management KENT This form combines&replaces the Request for Mayor's Signature and Contract Cover WASHINGTON Sheet forms. Dir/Dep Dir. B BL Originator: Department: Leah Bryant for Nate Harper Parks, Recreation & Community Services Date Sent: Date Required: 0 07/25/2024 7/30/2024 Q Authorized to Sign: Date of Council Approval: Q FZ]Director or Designee 3/5/2024 Budqet Account Number: Grant? Yes ZNo F20098.64110.9476 Budget?[Z]YesEl No Type: N/A Vendor Name: Category: Bayley Construction LP Contract Vendor Number: Sub-Category: 2548901 Change Order 0 Project Name: FAC23-09C KEHOC Warehouse and & Office Building E O Project Details:As described in the attached Exhibit A,CP-007R1 - Light Pole Revisions and Additions,Add Hand Holes,Add Lights at Mineral Bins; CP-004-Parking Revisions, Move Hydrant,Add Bollards,Striping,Wheelstops; CCD-001 -Upsize C Wet Tap at Fire Service; CCD-010-Subsitute material approved in RFI's 66&66.1 for capilary break material; CP-009- RFI-086-Sanitary Sewer Pipe Clash at West of Building; CD-003-Add interior HW HB's at 2 locations C E Agreement Amount: $258,049.83 Basis for Selection of Contractor: Bid 1V *Memo to Mayor must be attached a- Start Date: March 2024 Termination Date: 7/31/2026 Q Local Business?E]Yes FV1No* If meets requirements per KCC3.70.700,pleosecomplete"VendorPurchase-Locol Exceptions"form onCityspoce. Business License Verification:YesElln-ProcessElExempt(KCC 5.01.045) Notice required prior to disclosure? Contract Number: E]YesF171No CAG2024-139 Comments: Change Order 4 _ 0 3 0 a� N a, 3 �a c in Date Routed to the City Clerk's Office: 7/31/2024 adccw22373_1_20 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20210513 • KENT WASHINGTON CHANGE ORDER NO. 4 NAME OF CONTRACTOR: Bayley Construction LP ("Contractor") CONTRACT NAME & PROJECT NUMBER: FAC2309-C-KEHOC Warehouse and Office ORIGINAL CONTRACT DATE: 3/18/2024 This Change Order amends the above-referenced contract; all other provisions of the contract that are not inconsistent with this Change Order shall remain in effect. For valuable consideration and by mutual consent of the parties, the project contract is modified as follows: 1. Section I of the Agreement, entitled "Description of Work," is hereby modified to add additional work or revise existing work as follows: In addition to work required under the original Agreement and any prior Amendments, Contractor shall provide all labor, materials, and equipment necessary to: As described in attached Exhibit A: LCP-007R1 - Light Pole Revisions and Additions, Add Hand Holes, Lights at Mineral Bins • CP-004 - Parking Revisions, Move Hydrant, Add Bollards, Striping, Wheelstops • CCD-001 - Upsize Wet Tap at Fire Service • CCD-010 - Subsitute material approved in RFI's 66 & 66.1 for capilary break material • CP-009 - RFI-086 - Sanitary Sewer Pipe Clash at West of Building • CD-003 - Add interior HW HB's at 2 locations 2. The contract amount and time for performance provisions of Section II "Time of Completion," and Section III, "Compensation," are hereby modified as follows: Original Contract Sum, $29,900,294.10 (including applicable alternates and WSST) Net Change by Previous Change Orders $123,465.32 (incl. applicable WSST) Current Contract Amount $30,023,750.41 (incl. Previous Change Orders) Current Change Order $234,165.00 Applicable WSST Tax on this Change $23,884.73 Order Revised Contract Sum $30,281,800.24 CHANGE ORDER - 1 OF 3 Original Time for Completion 7/31/2026 (insert date) Revised Time for Completion under NA prior Change Orders (insert date) Days Required (f) for this Change Order 0 calendar days Revised Time for Completion 7/31/2026 (insert date) In accordance with Sections 1-04.4 and 1-04.5 of the Kent and WSDOT Standard Specifications, and Section VII of the Agreement, the Contractor accepts all requirements of this Change Order by signing below. Also, pursuant to the above-referenced contract, Contractor agrees to waive any protest it may have regarding this Change Order and acknowledges and accepts that this Change Order constitutes final settlement of all claims of any kind or nature arising from or connected with any work either covered or affected by this Change Order, including, without limitation, claims related to contract time, contract acceleration, onsite or home office overhead, or lost profits. This Change Order, unless otherwise provided, does not relieve the Contractor from strict compliance with the guarantee and warranty provisions of the original contract, particularly those pertaining to substantial completion date. All acts consistent with the authority of the Agreement, previous Change Orders (if any), and this Change Order, prior to the effective date of this Change Order, are hereby ratified and affirmed, and the terms of the Agreement, previous Change Orders (if any), and this Change Order shall be deemed to have applied. The parties whose names appear below swear under penalty of perjury that they are authorized to enter into this contract modification, which is binding on the parties of this contract. 3. The Contractor will adjust the amount of its performance bond (if any) for this project to be consistent with the revised contract sum shown in section 2, above. IN WITNESS, the parties below have executed this Agreement, which will become effective on the last date written below. CONTRACTOR: CITY OF KENT: S�evheil 61-asso By Stephen rasso(Ju125,202414:30 PDT) By:JUII arascondola(Ju129,202412:25 PDT) Print Name: Stephen Grasso Print Name: Julie Parascondola Its CEO Its: Parks Director DATE: Jul 25,2024 DATE: Jul 29, 2024 CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent City Clerk Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] Signature: �i� Signature: Kent Parks 29,202409:57 PDT) — Email: nharper@kentwa.gov Email: parkscontracts@kentwa.gov Signature: g`'t�eT2 Brian Levenhagen(h129,202 1:07 PDT) Email: bjlevenhagen@kentwa.gov CHANGE ORDER - 3 OF 3 FAC23-09C-KEHOC Warehouse and Office Building - C04 - Signature Pages Final Audit Report 2024-07-29 Created: 2024-07-25 By: Leah Bryant(Ibryant@kentwa.gov) Status: Signed Transaction ID: CBJCHBCAABAAa5gMjXzLMjFaXvSSccX8GeCeeufUorU9 "FAC23-09C-KEHOC Warehouse and Office Building - C04 - Si gnature Pages" History E Document created by Leah Bryant(Ibryant@kentwa.gov) 2024-07-25-9:05:38 PM GMT Document emailed to nharper@kentwa.gov for signature 2024-07-25-9:07:46 PM GMT E Email viewed by nharper@kentwa.gov 2024-07-25-9:15:10 PM GMT o Signer nharper@kentwa.gov entered name at signing as Nathen C. Harper 2024-07-25-9:16:03 PM GMT o Document e-signed by Nathen C. Harper(nharper@kentwa.gov) Signature Date:2024-07-25-9:16:05 PM GMT-Time Source:server Document emailed to steveg@bayley.net for signature 2024-07-25-9:16:07 PM GMT Email viewed by steveg@bayley.net 2024-07-25-9:18:34 PM GMT a Signer steveg@bayley.net entered name at signing as Stephen Grasso 2024-07-25-9:30:17 PM GMT o Document e-signed by Stephen Grasso (steveg@bayley.net) Signature Date:2024-07-25-9:30:19 PM GMT-Time Source:server Document emailed to Kent Parks (parkscontracts@kentwa.gov)for signature 2024-07-25-9:30:22 PM GMT Powered by r � Adobe T Acrobat Sign ARII L.j Email viewed by Kent Parks (parkscontracts@kentwa.gov) 2024-07-29-4:33:24 PM GMT Document e-signed by Kent Parks (parkscontracts@kentwa.gov) Signature Date:2024-07-29-4:57:18 PM GMT-Time Source:server Document emailed to bjlevenhagen@kentwa.gov for signature 2024-07-29-4:57:21 PM GMT "s Email viewed by bjlevenhagen@kentwa.gov 2024-07-29-6:07:33 PM GMT Signer bjlevenhagen@kentwa.gov entered name at signing as Brian Levenhagen 2024-07-29-6:07:52 PM GMT Document e-signed by Brian Levenhagen (bjlevenhagen@kentwa.gov) Signature Date:2024-07-29-6:07:54 PM GMT-Time Source:server b Document emailed to Julie Parascondola Qparascondola@kentwa.gov)for signature 2024-07-29-6:07:58 PM GMT Email viewed by Julie Parascondola (jarascondola@kentwa.gov) 2024-07-29-7:25:17 PM GMT CIO Document e-signed by Julie Parascondola Qparascondola@kentwa.gov) Signature Date:2024-07-29-7:25:31 PM GMT-Time Source:server ® Agreement completed. 2024-07-29-7:25:31 PM GMT Powered by r � Adobe T Acrobat Sign Exhibit A AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #038 - CP-007R1 - Light Pole Revisions and Additions, Add Hand Holes, Add Lights at Mineral Bins Origin: Date Created: 5/20/2024 Created By: Nils Brian Nilsson Status: Open Scope: Out of Scope Type: Owner Change Change Reason: Client Request Description: CP-007R1 -Light Pole Revisions and Additions,Add Hand Holes,Add Lights at Mineral Bins Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM CITY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Cost Over/ Budget Price Under Mod. 26-100-0003 VECA ELECTRIC& Is 1.0 $105,341.29 $105,341.29 $105,341.29 1.0 $105,341.29 $105,341.29 $105,341.29 $0.00 Electrical.Comm itmen TECHNOLOGIES,LLC is-Subcontracts 24057-4004 Description: CP-007R1-Light Pole Revisions and Additions,Add Hand Holes,Add Lights at Mineral Bins 02-300-001.S SCI INFRASTRUCTURE, Is 1.0 $7,176.00 $7,176.00 $7,176.00 1.0 $7,176.00 $7,176.00 $7,176.00 $0.00 Earthwork LLC Sub.Commitments- 24057-4005 Subcontracts Description: CP-007R1-Trenching&Backfill for Electrical-312 LF 02-300-001.S SCI INFRASTRUCTURE, Is 1.0 $3,680.00 $3,680.00 $3,680.00 1.0 $3,680.00 $3,680.00 $3,680.00 $0.00 Earthwork LLC Sub.Commitments- 24057-4005 Subcontracts Description: CP-007R1-Install Precast Lightpole Bases 00-000-000.PO Is 1.0 $17,430.00 $17,430.00 $17,430.00 1.0 $17,430.00 $17,430.00 $17,430.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Grand Totals $133,627.29 $0.00 $133,627.29 $133,627.29 $0.00 $0.00 $0.00 $133,627.29 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/20/2024 at 12:52PM PDT Change Proposal _ Project Name:KEHOC Warehouse&Office Building CE# 038 Project No.24507 Doc#: CP-007R1 Work Description:CP-007R1-Light Pole Revisions and Additions,Add Hand Holes,Add Lights at Mineral Bins Date: 4/22/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Veca-This CO is associated with the response to RFI #8 and CP-007 R1 and the request to provide(4) additional light poles,fixtures,precast bases, handholes,NEMA 4 enclosures,pathway and circuitry to the east of the building,as well as(10)added high bay fixtures and associated infrastructure and circuitry for the existing structures on the south side of the property. Pricing includes providing and installing the above mentioned items,but excludes all earthwork associated with surveying,trenching,backfill,compaction,setting of the precast bases etc.VECA will coordinate with the earthwork contractor for routing pathways etc. 1 LS $ $ $ 105,341.29 $ 105,341 $ 105,341 SCI-Trenching and Backfill 312 LF $ $ $ 23.00 $ 7,176 $ 7,176 SCI-Install Precast Light Pole Bases provided by Veca 4 EA $ $ $ 920.00 $ 3,680 $ 3,680 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 116,197 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 116,197 Veca-excludes providing or installing cameras on the(4)additional light poles at this time,however all pathway and enclosures will be provided for future as requested in the response in RFI#8. General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 17,430 GRAND TOTAL $ 133,627 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response I We will proceed with this change proposal when a copy,signed by an authorized representative,is received by F 71 Bayley Construction. To prevent delays and further impacts please approve by: 5/20/2024 Owner's Representative Date Bayley Construction Date CONSTRUCTION From: X OWNER-CITY OFKENT CHANGE ARCHITECT-WAGNER ARCHITECTS PROPOSAL (CP) CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building PROPOSAL NO: CP-007 R1 12607 SE 248th Street Kent,WA 98030 DATE: 5/9/2024 FROM: Bayley Construction PROJECT NUMBER: FAG 23-09C 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/19/2024 PROPOSED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s)in this Contract: 1 E1.1 -Shift proposed light pole and hand hole at the SE corner of the construction site approximately 15' to the north. Light pole head will be changed from a single head to a triple head. 2 E1.1 - (4) light poles & hand holes are missing at the east side of the site on the electrical, but shown on 01A1.0. Include light poles missing from E1.1 in scope 3 E1.1 - add (1) hand holes & and surface mount conduit to the eco blocks along the back of the mineral bins. Run conduit between the mineral bins surface mounted to the eco blocks to the indicated light switch locations. 4 E1.1 - add 1 light and switch for each mineral bin (existing and proposed, total of 10)as indicated. Attachments: E1.1 PROPOSED ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1.The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: Lump Sum (increase)(decrease)of $ 133,627 Unit Price of $ per as follows: 2.The Contract time if proposed to(be adjusted) remain unc ange The proposed adjustment, if any, is(an increase of days)(a decrease of days.) Provide additional documentation on an attached sheet to support time and cost per 00 72 00-Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor's Contractor,this document becomes effective IMMEDIATELY agreement with the proposed adjustments in Contract Sum shall proceed with the change(s)described above. and Contract Time set forth in this Change Proposal (CP) ARCHITECT OWNER CONTRACTOR .19j Ike PiLgialL221 400 West Gowe 8005 SE 28th Street .........................................................._._.......... _...._. attl 9 Kent,WA 2 Mercer Island,WA 98040 Y BY �G� BY -- _ DATE iJ MDATE 7/24/24 DATE _5/20/24 250W LED high bay shop lights. One light per hoop dome cover. Install light on second metal rl o ome. Each dome structure has a separate switch to the light. Light Fixture Basis of Design: GENERAL NOTES Current Lighting HBL Flood W A G N E R HBL-48L-U-Y-2-4K-N-070-CD-FINISH-ENCG 1. ALL LIGHTING CONTROLS SHALL COMPLY WITH THE 2018 WASHINGTON ENERGY CODE. A R H I I T E T I S - r Provide new circuit from HL11 N via 2#8, 1#8G. 2. ALL EXTERIOR CONDUITS SHALL BE MINIMUM P L A N N E R S VC UNLESS NOTED OTHERWISE. f 1916 PIKE PLACE �. 3. ALL EXTERIOR CONDUCTORS SHALL BE _ _ SEATTLE WA 98101 EL� RM 121 MINIMUM #6 COPPER UNLESS NOTED HH 2 0 6 • 4 4 8 - 2 5 2 8 OTHERWISE. ' A3 wagnerarchitects. com 4. COORDINATE PLACEMENTS OF EXTERIOR HL11 N-1,R .5 4 LIGHTS WITH LANDSCAPE AND CIVIL PLANS x (TYP OF d' 53813 0 HL11 N-11,R1 P0+��GISTE�� . . ES4 �SSIONALy�1 1N-11,R1.11 HH ES5 N- 01-31-2024 CIRCUITING NOTES �'� • ' 1. SEE MATCHLINE ON SHEET FOR PANEL ! DESIGNATION FOR LIGHTING CIRCUITS UNLESS Co"81 . NOTED OTHERWISE. 2. LIGHTING CIRCUIT IS AS FOLLOWS: I -*! xx[,R#][,d#] WHERE THE "xx" IS THE CIRCUIT NUMBER, R"#" } IS THE RELAY NUMBER(WHERE APPLICABLE), _ * AND d"#" IS THE DAYLIGHT ZONE (WHERE Io ES1 APPLICABLE). TS SST' FD L11 N-3,R1.6 HH HL11 N-13,R1.12 WHERE FIXTURES ARE FED FROM THE ENGINEERS Conduit to be : , EMERGENCY LIGHTING INVERTER, CIRCUITING surface mounted at :- _ IS AS FOLLOWS: TRES WEST ENG I N E E R S, INC. the sides Of the • .,.- _ - INV1-xx 2702 SOUTH 42ND STREET, SUITE 301 ecology blocks and _ TACOMA, WA 98409-7315 tb3. SEE LIGHTING RELAY CONTROL SCHEDULE, Phone: 253.472.3300 left exposed. Conduit ._� =-- � --- 1N-1 1,R p �y SHEET E0.5 FOR ADDITIONAL INFORMATION. www.treswest.com at the south side of the mineral bins to -_�- - be trenched and buried. Q ES1 ES1 PLAN NOTES O HH H HL11N-3,R1.6 HH HL11N-13,R1. 2 PROVIDE ADDITIONAL (2) 3" SPARE PVC S1 5 Switch z CONDUITS FROM THIS HANDHOLE TO 00 ELECTRICAL ROOM 121. LU Provide new circuit W m from Panel HL11 N. w o O MOUNT LIGHT FIXTURES ON LIGHT POLE TO U W ILLUMINATE FLAG POLE. COORDINATE w HL11N-11,R1.11 0- MOUNTING HEIGHT AND ORIENTATION WITH ARCHITECT PRIOR TO ROUGH-IN. IL L ■ 3 .Ir ; . HH WAS H N C.Y O H Add HH with 1.5" PVC conduit ES � 't HL11N-3,R1.6 HL111,t-13,R1. 2 (shown in green) between HH. Add 1N- ,R1. - 7 one LED light for each covered LIGHT POLE, SEE LIGHTING mineral bin.. Light to be attached at FIXTURE SCHEDULE KEHOC top of bin. Each light to be switched W GROUND WIRE TO HANDHOLE/COVER WITH Warehouse & Office separately. Locate weather rated z LIGHT FIXTURE 1N-11 TAMPER RESISTANT switch at end face of ecology block Q ,R HARDWARE Building wall. w POLE BASE COVER, z ES E 2 E 2 SECURE TO BASE GROUND LUG TO POLE Zlo HH CONDUIT BUSHING 12607 SE 248TH ST HL 1N 7, 1.8 HL11 -7, 1. ES1 CAULK ALL AROUND N w HL11 N-3,R1.6 HL11 N-13,R1.12 2" GROUT 2#3 TIE AT TOP KENT, WA 24"ROUND CAST-IN-PLACE 98030 CONCRETE LIGHT POLE BASE CONDUITS) PER o z ES CIRCUIT M m ISHED GRADE L1 N- ,R .9 L1 N- ,R .9 L1 N- ,R .9 HH \/\/\/\/\/\ /\/\/\/\/\/ ADDENDUM 2 Upsize circuit from 2,15.2024 SEE 2#10, 1#1 OG to ( "C SPARE T \\\j/\\j/\\\ /%\\��\///\\ RESTORATIOIN FOR 2#8, 1#8G S6 L C RM 121 %//, \\ REQUIREMENTS HL11 N-3,R1. HL11 N-3,R1.6 HL11 N-3,R1. =D 4#5 VERTICAL JOB NO. 20223 o Date Revisions HH 1 4 H TYPICAL LIGHTING 0 01.16.2024-REVISION 1 CIRCUIT CONDUIT. 1 48"L. 3/4"DIA• A 01.30.2024-BID SET 11N-9,R Y ANCHOR BOLTS PROVIDE ADDITIONAL (TYP. OF 4) CONDUITS AS REQUIRED. FUTURE FUELIWASH 4 02.16.2024-ADDENDUM 2 w #3 TIE BAR AROUND FUT FLEET BOLTS AT 12"O.C. MAINTEN CE BUILDING 0 (TYP. OF 3 PLACES) z 0 Relocate HH and light pole. Install 3 heads o on light pole rather ca Q than 1. w 2 POLE BASE DETAIL S, E1.1 d. a• SCALE: NTS �a,•' ��a �y Should also be light SITE PLAN ELECTRICAL poles and HH at these 4 locations. See Sheet LIGHTING A OA1 .0 HH HH :XISTING WATER TOWER HL11 N-9,R1.9 N ma' I *F- g bob owwr n ft WPM"and Provide new handholes, (3) two head light fixtures ES2 and a iobaeediiUaUie�wAkenam et damldeat (1) three head light fixtures ES3. Sheet No. Provide new circuit from HL11 N via new relay in LCP1 via Q SITE PLAN ELECTRICAL LIGHTING 2#8, 1#8G. Ap E1 . 1 SCALE: 1"=50'-0" z VVECA ELECTRIC&COMMUNICATIONS CHANGE NOTICE CCN# 1 Rev.1 VECA Electric And Technologies LLC Date: 5/20/2024 5614 7th Ave S Project Name: JT-628887-KEHOC Seattle, WA 98108 Project Number: JT-628887-KEHOC Telephone: 206-919-0850 Page Number: 1 E-mail:jtaylor@veca.com Client Address: Bayley Construction Contact: Brian Nilsson 8005 SE 28th St. Mercer Island,WA 98040 USA Contact: Brian Nilsson Work Description This CO is associated with the response to RFI #8 and CP-007 R1 and the request to provide (4) additional light poles, fixtures, precast bases, handholes, NEMA 4 enclosures, pathway and circuitry to the east of the building, as well as (10) added high bay fixtures and associated infrastructure and circuitry for the existing structures on the south side of the property. Pricing includes providing and installing the above mentioned items, but excludes all earthwork associated with surveying, trenching, backfill, compaction, setting of the precast bases etc. VECA will coordinate with the earthwork contractor for routing pathways etc. This CO excludes providing or installing cameras on the (4) additional light poles at this time, however all pathway and enclosures will be provided for future as requested in the response in RFI #8. We reserve the right to correct this quote for errors and omissions. Itemized Breakdown Description Qty Net Price U Total Mat. Labor U Total Hrs. 1" LOCKNUT-STEEL 8 71.23 C 5.70 3.88 C 0.31 1" CONDUIT-PVC40 TRENCH 2,200 97.00 C 2,134.00 3.50 C 77.00 1 1/4"CONDUIT-PVC40 TRENCH 1,100 137.32 C 1,510.52 3.75 C 41.25 1 1/2"CONDUIT-PVC80 1,200 249.21 C 2,990.52 9.38 C 112.56 1" ELBOW 90 DEG- PVC40 8 169.46 C 13.56 27.50 C 2.20 1" COUPLING- PVC 16 30.57 C 4.89 0.00 C 0.00 1" ADAPTER MALE- PVC 8 48.00 C 3.84 15.00 C 1.20 #10 THHN BLACK 120 235.60 M 28.27 7.06 M 0.85 #8 THHN BLACK 1,200 425.70 M 510.84 8.75 M 10.50 #6 THHN BLACK 3,460 705.70 M 2,441.72 11.13 M 38.51 #10 THHN WHITE 120 227.70 M 27.32 7.06 M 0.85 #10 THHN GREEN 120 250.10 M 30.01 7.06 M 0.85 #8 THHN GREEN 1,100 442.40 M 486.64 8.75 M 9.63 WIRE CONN RED (#16 TO#10) 12 15.87 C 1.90 8.75 C 1.05 1G 2"D DC ALUM BOX W/LUGS&3x 1/2" HUBS G 10 5.01 E 50.10 0.38 E 3.80 1G VERT MNT STD DEPTH WP TOGGLE SW CVR 10 5.06 E 50.60 0.09 E 0.90 CHANGE_NOTICF CCN# 1 Rev.1 Client Address: Date: 5/20/2024 y Project Name: JT-628887-KEHOC VECA Electric And TechnolonipS LLC Project Number: JT-628887-KEHOC 5614 7th Ave S _"_ Bayley Construction Page Number: 2 Seattle, WA 98108 8005 SE 28th St. Mercer Island,WA 98040 Description Qty Net Price U Total Mat. Labor U Total Hrs. 8x 8x 4" BOX SCREW CVR-NEMA 3R 10 38.97 E 389.70 0.88 E 8.80 GROUND SCREW W/INSUL#12 LEAD 10 79.69 C 7.97 3.75 C 0.38 #8 TO#1 Ox 7/8 PLAS ANCHOR(3/16) 20 4.49 C 0.90 7.50 C 1.50 #10x 1 P/H SELF-TAP SCREW 20 11.68 C 2.34 3.75 C 0.75 15A 120-277V S/P SW -TOGGLE IVY(SG) 10 558.00 C 55.80 17.50 C 1.75 250W MH SURFACE 10 0.00 E 0.00 1.13 E 11.30 250W STREET LTG FIXTURE-MAST ARM MOUNT 4 0.00 E 0.00 1.88 E 7.52 20'x 5" POLE ROUND STRAIGHT-STEEL 4 0.00 E 0.00 6.00 E 24.00 10'POLE MAST ARM-STEEL 4 0.00 E 0.00 2.00 E 8.00 PRECAST BASES 1 0.00 E 0.00 12.00 E 12.00 Totals 10,785 10,747.14 377.44 Summary General Materials 10,747.14 LIGHTING FIXTURES 18,469.00 PRECAST BASES 3,948.80 HANDHOLES 1,536.56 NEMA 4 ENCLOSURES 3,914.28 40'BOOM LIFT 414.00 Material Total 39,029.78 CRAFTSMAN LABOR (377.44 Hrs @$119.02) 44,922.91 FOREMAN SUPERVISION (56.62 Hrs @$128.08) 7,251.89 Overhead (@ 10.000 %) 9,120.46 Markup (@ 5.000 %) 5,016.25 Subtotal 105,341.29 Final Amount $105,341.29 CONTRACTOR CERTIFICATION Name: Date: Signature: I hereby certify that this quotation is complete and accurate based on the information provided. CLIENT ACCEPTANCE CCN # 1 Rev.1 Final Amount: $105,341.29 Name: Date: Signature: Change Order#: I hereby accept this quotation and authorize the contractor to complete the above described work. Brian Nilsson From: Chris Hansen <Chris.Hansen@scibuilds.com> Sent: Monday, May 20, 2024 1:30 PM To: Brian Nilsson;Taylor Cobaugh; Ken Brumley;Jason Craig; Mark Scoccolo Cc: Bryce Nelson;Jon Marks; Hans Hansen Subject: RE: KEHOC - CP-007 R1 Brian, Should work for this item. Thankyou Chris Hansen 253160613008 Mobile 2061242 10633 Office From: Brian Nilsson <Brian.Nilsson@bayley.net> Sent: Monday, May 20, 2024 12:28 PM To: Chris Hansen <Chris.Hansen @scibuilds.com>;Taylor Cobaugh <Taylor.Cobaugh@scibuilds.com>; Ken Brumley <ken.brumley@scibuilds.com>;Jason Craig<Jason.craig@scibuilds.com>; Mark Scoccolo <Mark.Scoccolo@scibuilds.com> Cc: Bryce Nelson <bryce.nelson@bayley.net>;Jon Marks<jonm@bayley.net>; Hans Hansen <hans.hansen@bayley.net> Subject: RE: KEHOC-CP-007 R1 Hi Chris, Assuming: Trench 312 LF @ $20/LF= $6,240 Install light pole bases @ $800/EA= $3,200 Subtotal= $9,440 0 6 Total= $10,856 Let me know if this looks correct to you. LF based on the snapshot below: 1 5 TIM w t I. Add !d ied at o Itched F+f� aced 00 block z z cv v} z m I LLI IF- Es1 Ll I N-9,R" ° Thanks, Brian Nilsson, LEED AP Sr. Project Manager 13A LE www.baVieV.net P: (206) 621-8884 C: (206)549-8342 F: (206)343-7728 8005 SE 281h Street Mercer Island, WA 98040 2 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #010 - CP-004 Origin: Date Created: 7/8/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: Out of Scope Type: Change Order Request Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 32-170-230.S Pavement Markings Is 1.0 $3,500.00 $3,500.00 $3,500.00 $3,500.00 1.0 $3,500.00 $3,500.00 $3,500.00 $0.00 Pavement Markings.Commitments- Subcontracts Description: Add Fire Lane Striping,Additional Parking Stalls,and Concrete Wheelstops 05-580-150.PO Is 1.0 $7,260.00 $7,260.00 $7,260.00 $7,260.00 1.0 $7,260.00 $7,260.00 $7,260.00 $0.00 Bollard.Purchase Order and All Other Costs Description: Add(6)Bollards-Excavate,concrete,bollard material,bollard cover 01-450-120.S Dan Price Land Surveying hours 4.0 $200.00 $800.00 $800.00 $800.00 4.0 $200.00 $800.00 $800.00 $0.00 Surveyor.Commitments- 24057-4011 Subcontracts Description: Layout 03-100-0201 hours 4.0 $95.00 $380.00 $380.00 $380.00 4.0 $95.00 $380.00 $380.00 $0.00 Concrete Foreman.Labor and Labor Tax Description: Foreman Bayley Construction, LP Page 1 of 2 Printed on:7/8/2024 at 11:28AM PDT Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 01-740-0991 hours 4.0 $50.00 $200.00 $200.00 $200.00 4.0 $50.00 $200.00 $200.00 $0.00 Weekly cleanup.Labor and Labor Tax Description: Cleanup 01-740-125.PO Is 1.0 $110.00 $110.00 $110.00 $110.00 1.0 $110.00 $110.00 $110.00 $0.00 Du mpsters.Purchase Order and All Other Costs Description: Dumpster 02-300-001.S SCI INFRASTRUCTURE,LLC Is 0.0 $0.00 $0.00 $0.00 $0.00 0.0 $0.00 $0.00 $0.00 $0.00 Earthwork 24057-4005 Sub.Commitments- Subcontracts Description: Relocate Hydrant-NO COST 00-000-000.PO Is 1.0 $1,838.00 $1,838.00 $1,838.00 $1,838.00 1.0 $1,838.00 $1,838.00 $1,838.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee Grand Totals $14,088.00 $14,088.00 $14,088.00 $14,088.00 $0.00 $0.00 $0.00 $14,088.00 $0.00 $0.00 Bayley Construction, LP Page 2 of 2 Printed on:7/8/2024 at 11:28AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 010 Project No.24507 Doc#: CP-004 Work Description:CP-004-Parking Revisions,Move Hydrant,Add Bollards,Striping,Wheelstops Date: 4/4/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Pavement Markings-Add Fire Lane Striping, Additional Parking Stalls,and Concrete Wheelstops 1 LS $ - $ - $ 3,500 $ 3,500 $ 3,500 Add(6)Bollards-Excavate,concrete,bollard material, bollard cover 6 EA 24 65.00 $ 1,560 450.00 $ 2,700 $ 500.00 $ 3,000 $ 7,260 Layout 4 HR $ - $ - $ 200.00 $ 800 $ 800 Foreman 4 95.00 $ 380 $ $ 200.00 $ - $ 380 Cleanup 4 50.00 $ 200 $ $ $ $ 200 Dumpster 1 LS $ - $ 110.00 $ 110 $ $ 110 SCI-Relocate Hydrant-NO COST per SCI email 6/20/24 1 LS $ $ $ - 0.00 $ $ - $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 32 $ $ 2,140 $ 2,700 $ 110 $ 7,300 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 12,250 Excludes WSST. General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 1,838 GRAND TOTAL $ 14,088 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by F T] Bayley Construction. To prevent delays and further impacts please approve by: 7/8/2024 Owner's Representative Date Bayley Construction Date CONSTRUCTION From: X OWNER-CITY OF KENT CHANGE ARCHITECT-WAGNER ARCHITECTS PROPOSAL (CP) CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building PROPOSAL NO: CP-004 12607 SE 248th Street Kent,WA 98030 DATE: 4/2/2024 FROM: Bayley Construction PROJECT NUMBER: FAC 23-09C 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/19/2024 PROPOSED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s)in this Contract: 1 OA1.0- Shift fire lane on south side of building to allow parking adjacent to building with wheel stops 2 OA1.0- Move fire hydrant at SW corner of site north by 10'and relocate 1 parking stall 3 OA1.0 -Add six bollards around HVAC equipment per detail 1310A1.6 4 0A1.4 -Add striping and wheel stops for additional parking at south side of structure 5 OA1.4 -Add striping and wheel stops for additional parking at west side of structure underneath canopy Attachments: OA1.0,OA1.4 PROPOSED ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1.The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: X Lump Sum increase (decrease)of $ 14,088 Unit Price of $ per as follows: 2.The Contract time if proposed to(be adjusted)I(remain unchanged) The proposed adjustment, if any, is(an increase of days)(a decrease of days.) Provide additional documentation on an attached sheet to support time and cost per 00 72 00- Part 7&01 26 00-1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor's Contractor,this document becomes effective IMMEDIATELY agreement with the proposed adjustments in Contract Sum shall proceed with the change(s)described above. and Contract Time set forth in this Change Proposal (CP) ARCHITECT OWNER CONTRACTOR 1916 Pike Place 4221 400 West Gowe 8005 SE 28th Street Seatt! Kent,WA 9$G�G7 Mercer!stand,WA 98040 Y /y' S BY Brian Nilsson DATE TE 7/24/24 DATE 7//2 — — — �q- OF STREET 9 — — — — 124th AVENUE SE OA1.8 q- OF W A G N E R AREA 959'-1 1/2" STREET ARCHITECTS IMPERVIOUS 419,208 SF — — — — — — — — — — — — — — — — — — — — — — — — — — P L A N N E R S PAVEMENT 374,220 SF _ w — � _ I 1916 PIKE PLACE GRAVEL OSF U I SEATTLE WA 98101 Q 2 0 6 • 4 4 8 • 2 5 2 8 TOTAL 374,220SF I Add 1 additional wagnerarcnitects coin 12'x3O' equipment 5 N trailer parking stall by OA1.6 — — —— BUILDING 44,988 SF 1 moving fire hydrant 0004003 REGISTERED N north by 10 and I O OA1.6 ARCHITECT TOTAL 419,208 SF o LL OA1.9 omitting 1 1 O'x2O' I� _�_—_ _ 4 1 - IQ CV ° ——————— - Ll FENCE 552 LIN. FT. I I 2 I —.I — R E WAG ER I STATE OF WASHINGTO ° I : Ob 2 _ A1.10 I Consultants: o - I I:°. :I OA1.5 M y fi a lan� n o th si a of I I - - � � mil ing to allow parking I I I 1 adja ent to building with wheel stop . See sheet OA1.4 - - . . - 7'-0" - I COVERED I FD - - - - - - - - - - - - - - - - - � - - 70'-0" 1 368-3 0 I 413'-10" J_ I IT ' I +' ° Add 6 bollards at _ I I I HVAC location, co I n; 13/0A1.6 1 M 2 I i I I P� i PROPOSED OPERATIONS CENTER �— --� I I0 II E ° I I ------------------------- A1.7 1 LEGEND: 7-0 - rr ° I 1 I I Q BUILDING EDGE 01 t■LIGHT POLE n I I I I _ _ _ _ _ COVERED — — — — T — r , o X NEW FENCE I' EDGE OF ROOF 2 I I o EXISTING FENCELU OA1.7 PROPERTY LINE - - - 7 '7 7 F Approximate limits of I I o ` �oe SCENT I existing COVERED LL I I � NEW _ I N ASN IN GT0N mineral bins. It PAVEMENT AREA - coI I w Q I F KEHOC � I I `n Warehouse & Office NEW CONCRETE - z 00 0 N Building z I I w NEW LANDSCAPED AREA c; I I - cn ;. (SEE LANDSCAPE PLANS) I w I I I 12607 SE 248TH ST ' ruP I I - 1 KENT, WA LEGEND I ;; I iLL i LL°LL 8 I 98030 1 NTS I I OA1.8 .H. � - _-= X--=-=-_-X=-=-=-_--`_-_-_-_--`_Li -- I BID SET 10� - - - - - - - - - - - - - - - - - - - -CD - 1.30.2024 - II — o i ti I I I o f MAIN ENTRY x 1 OA1.8 I X X X X X JOB NO. 20223 _ ' I J 11 I Date Revisions 0 ��- ' A - I OA1.6 o _ CD Approximate limits of 3 ;J4 I 10 1.16.2024 REVISION 1 additional covered OA1.5 mineral bins built by - - PW in fall of 2024. 4 2.16.2024-ADDENDUM 2 z - Q — ——————————- 12 o I Z - OA1.7 0 CY oCY I - • > : < z CD Sheet Contents SITE PLAN - - N N 219'-01/2" 739'-91/2 Y I o BERM - EXISTING O O = w WATER TOWER _ All material appearing herein constitutes the unpublished and Of original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. w 958'-91/2" : o A Sheet No. CN SITE PLAN SCALE IN FEET 10 N Z w ry Li SCALE: 1"=50'-0" OA1 0 25 50 100 200 Z�o� ■ 0 W bj 0w fy J 0-� EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 124th AVENUE SE W A G N E R PARKING REQUIREMENTS 0 ARCHITECT S � REQUIRED: PER KCC 15.05.040, P L A N N E R S S-1: 1/1000 FOR 90% OF GSF 1916 PIKE PLACE 1/250 FOR 10% OF GSF S E A T T L E WA 9 81 01 I 54568(0.9)/l000 = 54.568 2 0 6 • 4 4 8 • 2 5 2 8 wag n era rchitects c o m 54568(0.1)/250 = 21.827 SUBTOTAL 77 3 4 I B: 1/250 0004003 REGISTERED One additional 12'x3O' EXISTING FENCE 0 - 28786/250 = 115.144 ARCHITECT equipment trailer PREP FOR O - 31'-10" parking stall. OUTDOOR 5 SUBTOTAL 116 R E WAG ER Y SHELTER PAD I 4 3 9 _ TOTAL 193 srnrE of wnsHiNcro 4 X — consultants: Will - - - - a I ° 5 PROVIDED: CITY EQUIPMENT &VEHICLE STAFF &ADA PARKING PARKING Shift these two parking 178 SPACES - OPEN CITY EQUIPMENT 1 spaces south so they PAVED YARD STORAGE (3) ADA 10 10 X 19 19 5 SPACES (12'X 30') on obstruct the o F HP 88 10 X 20 I PD (10 X 19) 8 Street roll-updoor. _ - 13 I ( ) I ❑ q 1 (39) 10'X 22— I 10 X 20 37 PD VEHIC S o CITY VEHICLES 1 (48) 10'X 25' I 12 X 212 X 05 332 8 SPACES 0' X 19') ti COVERED PARKING 19 SPACES (10 X 19) 8'-0" 24'-0" 30'-0" I 12 X 30 5 C14 UNASSIGNED (12'X 19') I 1 12 X 30-39 17 � o CD (12' 1 12 X 40 20 F 1 1 1 1 ° N . = — = o I I COVERED ti 12 X 19 P 10 177I 1� _ SUBTOTAL 241 20 I WHEEL STOP TYP. @ ° � ID 4 ASPHALT WALKWAYS I STAFF &VISITOR PARKING X P ovi e ee stops to 1 w I int in w king o (85 TOTAL) - 10 X 20 88 77 ° v 0 - 10 X 22 39 I 10X23 5 > I Dd 1 _ 02 10 X 25 48 .D CD co ° Alteri1p�� 'te locAl in f r 5 1 ° a X I _ ADA* 6 dumpsters (if t y re 1 Q � 7 8 1 8 g SUBTOTAL 186 even needed). El w I I TOTAL 427 I� a , 1 1 1 > � I 00 MOTORCYCLE SPACES Move fire lane ° s �o I 1 1 I 4.5 X 8 14KENT markings to south of 71m , ZII ME o ASH I N G T O N / _�' these added ten _� ti z _ REQUIRED EV CHARGING SPACES: 11'x23' parking spaces c" O 427(0.05) = 21.35 with wheel stops _ ADA PARKING 1 1 KEHOC -`� 26'-1 1/2" 84'-10" 9'-01/2" 127'-0" 24'-0" 25'-1 1/2" 67'-101/2" SIGN POSTS, w PROVIDED EV CHARGING SPACES: Adding these parking �`� N .FI. 1 Q - Warehouse & Office spaces for P01ic TYP. - SEE CIVIL 1 1 - 2 25 substation. 0 10 2 Ol 1 1 I "ADA STANDARD REQUIRED A MINIMUM OF 6 ADA Building �, O PARKING (INCLUDING 1 VAN ADA SPACE) BASED o `o��`l. 0 1 1 U) _ ON STAFF &VISITOR PARKING TOTAL OF 186 �, _ �• z 1 10 10 1 10 10 Cn W SPACES. CITY EQUIPMENT AND TRUCKS ARE NOT 12607 SE 248TH ST '`� 1 � SS o 13 7 1 1 x I ADA COMPLIANT. KENT, WA co4 N777 7 ; 98030 SOO cn CITY VEHICL S CITY VEHICLES 59'-0" 25'-0" 84'-0" m 17 SPACES (12' X 30'-39') Al _ 30 SPACES (12' X 25') I00 CD I I 9 84'-0" 156'-0" W BID S E T Uj EQUIP EN OPEN STORAGE 20 EQ IP ENT OP N S ORkGE 14 i i Cn 1.30.2024 75 0 o o I z Co 1 8 8 1 8 8 _ U) EQUIP EN OP N TO G 20 EQ IP ENT OP N S 0 GE 14 I I JOB NO. 20223 w = ITY EQ IPM NT 20'-0" 26'-0" 22'-0" 20'-0" 26'-0" 25'-0" I Date Revisions 0 139 SPACES bo (102) 12'X 20' - C Al (37) 10'X 20' - I I - 1.16.2024-REVISION 1 M EQUIP EN OPEN TO RAGE 20 EQ IP ENT OP N S 0 GE 14 I I I 02 1.16.2024 REVISION 2 0 1 3 3 1 3 3 imzia CD 01 .H EQUIP E T PE S 0 G 21 QUIP EN 0 EN ST GE 16 ck X X X X I 2.20.2024 ADDENDUM 3 10 LEGEND: 5 Z M - w - ry L0 O EV CHARGING 0 EV (SEE ELEC.) X sheet contents :01240'-0° 47'-o 16s'-o° 40'-3° x x x x x - SITE PLAN WITH " X NEW FENCE a I 0 PARKING 38'-0" 70'-10" - EXISTING FENCE N N CD Z I PROPERTY LINE w Y H O w NEW O All material appearing herein constitutes the unpublished and Of PAVEMENT AREA original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. z Z W ry N Sheet No. SITE PLAN WITH PARKING SITE IN FEET LEGEND N 10 z w� SCALE: 1"=40'-0" NTS Z � 0 20 40 80 160 OA1 ■ 4 J bj a-0 EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 Piwemen c Mi r;an s Proposal Date Estimate# an`o:po:a c ed 6/19/2024 7060 P.O.Box 339-Silvana,WA 98287 www.pavement-markings.com Ph#425-232-7490 Modified Date Name/Address Project Bayley Construction P.O.Box 9004 Mercer Island,WA 98040 KEHOC Warehouse&Office-Kent Description Qty Rate Total Bid per email request and plans provided through Procore Address: 12607 SE 248th St Kent,WA **Site Striping**Sheet:A1.4 10,435 LF.Parking stall striping painted 10,435 0.45 4,695.75 20,726 SF.Hashed areas painted 20,726 0.65 13,471.90 6 EA.ADA parking stalls stenciled painted 6 65.00 390.00 15 EA.EV Parking stalls stenciled and painted 15 65.00 975.00 1 EA.Second coat of paint on new asphalt as required 1 10,000.00 10,000.00 85 EA.Flat bottom concrete wheel stops supplied and installed 85 125.00 10,625.00 6 EA.ADA signs supplied and installed in landscaping or wall mounted 6 425.00 2,550.00 1 EA.Prevailing wage Administration&Overhead charge 1 20,000.00 20,000.00 (Our trades PW cost is currently at$89.50 HR.) 1 EA.Charge for Mobilization to Kent(Assumes 6 round trips to complete the above 1 3,000.00 3,000.00 listed work) **Alternates**Includes Prevailing wage costs For assumed hours for each scope of work Misc standard traffic signage @$500 EA.(Excludes core drilling) Core Drilling @$225 EA.Up to 12"core EV Signage @$500 EA.supplied and installed(Excludes Core drilling) 6"Concrete filled bollards @$975 EA.(Excludes Bollards) Surface mounted 6"bollards filled with Concrete around HVAC area @$675 EA. Additional Mobilizations @$500 EA. CP-004 Requested ALT ADD 1 EA.Charge to provide the add Fire Lane,Additional arking talls,and Concrete Wh elstops @$3,5 0 Bid includes all labor and materials to complete the above listed work at a prevailing wage rate Bid excludes any core drilling Bid excludes any site cleaning other than the standard broom and blow prior to our scope of work Bid excludes any work outside the above listed work per this proposal S Tx-Tacoma 10.30% 0.00 Thank you for the opportunity to earn your business,Brandon Crain Total $65,707.65 Brian Nilsson From: Chris Hansen <Chris.Hansen@scibuilds.com> Sent: Thursday,June 20, 2024 8:39 AM To: 'Brian Nils'so Cc: Bryce Nelson Subject: RE: KEHOC - CP-004 Brian, Thought we'd captured this one, but went to our files and you' fight,we missed it. For 10' of DI pipe it's probably more paperwork than it's worth no cost for SCI so you can get it closed out. Chris Hansen 253160613008 Mobile 206124210633 Office From: Brian Nilsson <Brian.Nilsson@bayley.net> Sent:Wednesday,June 19, 2024 9:58 PM To: Chris Hansen <Chris.Hansen @scibuilds.com> Cc: Bryce Nelson <bryce.nelson@bayley.net> Subject: FW: KEHOC-CP-004 Hi Chris, I don't think I received a proposal from you on this yet. There was a hydrant revision and just want to confirm this is no cost to SCI. i - - 12 LF 6" DI CL 52 (RJ) WET TAP EXISTING 16" WATER MAIN TO I J iX INSTALL FIRE HYDRANT PER COK PIrC(r��n I STD. PLAN 3-1 P�c(aur, I f - W/ 12LF6„ DICL52 I I (RJ) INSTALL (4) GUARD POSTS PER COK STD, PLAN 3-3 I I � f I AD ST VALVE BOX I TO E V 5522,38 -- - i � 2 Add 1 additional 12'xW equipment _ trailer parking stall by moving fire hydrant north by 10' and omitting 1 10'x20 parking stall. U] Move fire lane on south side of mil ing to allow parking adjac.ent to building with wheel - - s st ps,. See sheet OA1 .4 Thanks, Brian Nilsson, LEED AP Sr. Project Manager BAYLE www.bayley.net P:(206) 621-8884 C: (206)549-8342 F: (206)343-7728 8005 SE 28t" Street Mercer Island, WA 98040 From: Brian Nilsson Sent:Thursday,April 11, 2024 7:52 AM To:John Lutterloh <jutterloh@smithfire.com>; Steve Hehr<steve@pipeconstruction.com>;Jodi Drost <Jodi@ precision rebar.com>; heath @cruncherconstruction.com;thelangilleclan@msn.com; Chris Hansen <Chris.Hansen@scibuilds.com>;Taylor Cobaugh <Taylor.Cobaugh@scibuilds.com>; ken.brumley@scibuilds.com;Jason Craig<Jason.craig@scibuilds.com>; Mark Scoccolo<Mark.Scoccolo@scibuilds.com>;Justin Taylor<Itaylor@veca.com>; Brenda Cripps<brendac@soundglass.com>; travis.bortolazzon@tkelevator.com; dan-price@comcast.net; Emily Burns <eburns@saybr.com> 3 Cc: Bryce Nelson <bryce.nelson@bayley.net>;Jon Marks<jonm@bayley.net>; Hans Hansen<hans.hansen@bayley.net> Subject: KEHOC-CP-004 Team, Please review the document (CP-004) at the link below: El KEHOC - CP-004 Bayley Construction requires a response to this correspondence no later than three (3)working days from the date of this transmission. Failure to reply by this date will negate your rights to request for additional money and/or time as related to this document. If the attached document has costs or schedule implications,you are required to provide, but not limited to, the following: • COP - Reference the document number, description of the added scope of work • Detailed cost breakdown with quantities, labor and material costs • Effect on current project schedule including anticipated duration • Bond, Insurance, and OH & P per contract terms You must submit a complete COP within seven (7)working days from the date of original transmission. Failure to do so will negate your rights to request for additional money and/or time as it relates to this change. If you have any questions, please contact Brian Nilsson at 206-549-8342. PLEASE COMPLETE THE INFORMATION BELOW AND RETURN TO BAYLEY CONSTRUCTION OR EMAIL THE SENDER TO THAT AFFECT The above referenced document has no cost and/or time impact. The above referenced document has a cost and/or time impact. COMPANY: NAME: TITLE: SIGNATURE: DATE: Thanks, Brian Nilsson, LEED AP Sr. Project Manager BAYLElf www.bayley.net P:(206) 621-8884 C: (206)549-8342 F: (206)343-7728 8005 SE 281h Street Mercer Island, WA 98040 4 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #019 - CCD-001 - Upsize Wet Tap at Fire Service Origin: Date Created: 5/29/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: CCD-001 -Upsize Wet Tap at Fire Service Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 02-300-001.S SCI INFRASTRUCTURE,LLC Is 1.0 $2,744.00 $2,744.00 $2,744.00 1.0 $2,744.00 $2,744.00 $2,744.00 $0.00 Earthwork 24057-4005 Sub.Commitments- Subcontracts Description: CCD-001-Upsize the wet tap on the water main for the fire service from a 10"x6"that was shown on the drawing to 20"x6"to what is existing. 00-000-000.PO Is 1.0 $412.00 $412.00 $412.00 1.0 $412.00 $412.00 $412.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee 15% Grand Totals $3,156.00 $0.00 $3,156.00 $3,156.00 $0.00 $0.00 $0.00 $3,156.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/29/2024 at 03:09PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 019 Project No.24507 Doc#: CCD-001 Work Description:CCD-001-Upsize Wet Tap at Fire Service Date: 4/13/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs SCI-Upsize the wet tap on the water main for the fire service from a 10"x6"that was shown on the drawing to 20"x6"to what is existing 1 LS $ $ $ 2,743.59 $ 2,744 $ 2,744 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 2,744 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 2,744 General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 412 GRAND TOTAL $ 3,156 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by 7X 1 Bayley Construction. To prevent delays and further impacts please approve by: 5/29/2024 Owner's Representative Date Bayley Construction Date I, + 81/MYI{/� April 23, 2024 Bryce Nelson Bayley Construction RE: Kent East Hill Operations Center—CCD-00J and CCP-001,005 and 006 Pricing Bryce, We are providing the appropriate pricing for changes to the contract scopes of work with additional costs or credits for I e CCD-001--This cost is to upsize the wet tap on the water main for the fire service from a 10"x6 that was shown on the drawing to 20"x6"to what is existing. GRQ01—This consists of credits for the ecology block ramp, elimination of 2—12" wet taps, 1-10" wet tap, 3 ve and blin installations and the elimination of a tee and valve location. CP-005—This added scope .sts of the excavation and grading w/6" depth crus ck for a 1,040 SF and 3,534 SF concrete pad. This also consists of the vation and grading of a 2,31 sphalt pad w/2" crushed rock. CP-006-This scope consists of the addition of 2--Ty h basins, 98 LF of 8" PVC pipe, grubbing off of the area south of the material bins to place excava ' aterials from the si d the adjustment and installation of a new casting on the existing catch b ' . The total cos a additional scopes of work and the credits for the eliminated scopes of work to 39,697.87. Please e attached individual breakout pricing for each scope. Also, please process a change order in the above a unt. Sincerely, SCI INFRASTRUCTURE, LLC Jason Craig Construction Manager' 2821 South 1541h Street; Seattle,WA 98188 Office (206)242-0633/Toll Free (800)255-0633 Fax(206) 242-0792 www.sciinfrastructure.com Contractor License#SCIINL*993JA COP Cost Breakdown Project Name: Kent East Hill Operations Center PCO# CCO-001 Project No. 2405 Date: 412212024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. 10"x8'Tap to 20'x6'Tap Unit Labor Material E uimenl Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager hrs $160.00 $ § 8 $ Field Engineer hrs $125.00 $ $ 8 $ Foreman hrs $100.05 $ $ $ $ PI ela r hrs $70.41 $ $ $ $ Flagging Supervisor hrs $66.42 $ $ $ $ Flogger hrs $58.64 $ $ b $ Operator bra $95.96 $ $ g $ Teamster his $87.55 $ $ $ $ Grade Engineer I ra $95.10 $ $ $ $ Laborer hrs $69.15 $ $ $ $ Overtime Rate Foreman OT I hrs 11 $135.22 $ $ s $ Pipelayer OT hrs 1 $96.47 $ $ $ $ Flagger OT hrs $78.94 $ $ $ 8 Operator OT hrs $129.13 $ $ $ 8 Teamster OT hrs $116.48 $ $ $ $ Grade Engineer OT hrs $127.84 $ $ $ $ Laborer OT hrsI $ S E ul meet Alf Com ressm/Jackhammer hrs $ $ $38.92 $ $ 160 Grader bra $ $ $179.58 $ $ 138 Excavator hrs $ $ $117.92 $ $ JD 3110 Sackhoe hrs $ $ $69.09 $ $ Tool Truck bra $ $ $51.59 $ $ Foreman Pick-up hrs $ $ $35.70 $ $ 330 Excavator hrs $ $ $199.48 $ $ 320 Excavator wfthumbs hrs $ $ $142.13 $ $ 330 Excavator w/ ear hrs $ $ $208.48 $ $ JD 245 Excavator hrs $ E $145.81 $ $ Water Truck hrs $ $ $59.68 $ $ Skid Steer hrs $ $ $96.62 $ $ Mini-Excavator bra $ $ $62.24 $ 8 450 dozer hrs $ $ $68.66 $ $ 650 dozer bra $ $ $120.61 $ $ 700 dozer hrs $ $ $138.57 $ $ 850 dozer his $ $ $226.59 b $ Plate Compactor hrs $ $ $14.23 $ $ 84'Roller hrs $ $ $111.20 8 $ 60'to 66'Roller bra $ $ $93.59 b $ Animists Dump hrs $ $ $194.23 $ $ 930 Loader hrs $ S $80.92 § $ Sitle Dum bra $ $ $90.69 $ $ Generator and Pum hrs $ $ $32.55 $ $ Molor Gmder hrs I$ § $136.01 $ $ Materials/ServICes/Rentals HD Fowler 20x6 Stainless Wet Tap 1 LS $ $6.693.59 $ 6,693.59 $ $ 6,693.59 HD Fowler Credit for 10x6 Tap 1 LS $ -$3,950.00 $ 3,950.00 $ $ 3,950.00 $ s s s $ $ $ $ S $ b S S $ a S $ $ a s $ s $ s a s b s $ $ § s $ $ § $ $ $ $ $ $ $ 2,743.69 1$ $ 2,743.59 Subtotal 1 $ 2743.69 Markup 20% 1 $ 548.72 Grand Total 1 $ 3,292.31 6n1«C O l Mash TaPpIna T M Cost Bredido'An %K er uwM 4/24/2024 CONSTRUCTION From: x OWNER CHANGE ARCHITECT DIRECTIVE CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building DIRECTIVE NO: CCD-001 (name, address) 12607 SE 248th Street Kent,WA 98030 DATE: 4/10/2024 TO CONTRACTOR: Bayley Construction PROJECT NUMBER: FAC 23-09C (name, address) 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/19/2024 DIRECTED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s) in this Contract: 1 Connection from existing water main to Fire Sprinkler line on sheet C4.01 is called out as a 10"x6"tapping tee. The existing water main line is 20". Use a 20"x6"tapping tee in lieu of a 10"x6"tapping tee as indicated. Attachments: C4.01 ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1 Bayley Construction agrees to calculate proposed adjustments to the Contract Sum and Contract Time consistant with Section 00 72 00- Part 7&01 26 00- 1.06 of the Contract Documents. 2 Bayley Construction agrees to provide an estimate of proposed adjustments to the Contract Sum and Contract Time within 2 weeks of recipt of this CCD. 3 Bayley Construction agrees to provide monthly updates on completion and potential impact to the Contract Sum and Contract Time. Provide additional documentation on an attached sheet to support time and cost per 00 72 00-Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor, this document becomes effective IMMEDIATELY Contractor's agreement with the proposed shall proceed with the change(s) described above. adjustments in Contract Sum and Contract Time set forth in this Construction Change Directive (CCD). 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' 30 I ss co U � �'crsTi~��' -A I I II I I I D i�SSUH -SSCO SANITARY MH/CO S' 024 W O ° 3 2 8"SD@xx/° STORM DRAINAGE PIPE I - - - - - - - - - - - - - - -� - - - - - - - � ' - - - - - -�/ - - \ - - _ _ I II I I I I r ❑�---- en YD/CO/CB/CB2/MH COUGHLIN - - - - - - - - - - - - - _\=T - - - - _ _L _ - - - - -- - - - \\- - - - - - � � J I I II I I ❑ PO R T E R — _ - - �__- - - - _ _ _ _ _ 538— — — — — — - - - - - I II I •° I _ _ _ _ _ _ _ _ LUN DE E N �- - � JJ I I , '.. 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I 2011X6" BLOW 0 q p' ' CAP AND ABANDON W/12 LF 6"DI CL 52 I \\ J 1 •I NOTE: CONTRACTOR SHALL TRENCH, INSTALL,AND BACKFILL 4"CONDUIT I (RJ) INSTALL(4) I I I e: e EXISTING WATER MAIN FOR GAS LINE. �iUARQPQST�PER I -"H�30103 EX ABANDON EX STING a `o "`:° WITH THURST BLOC CONN T SIDE SEWER TO EXISTING SSMH W/ l0 87 LF 3/4" I I � 1 N PSE WILL PULL GAS SERVICE THROUGH 4"CONDUIT AND INSTALL METER. COK S CONNECT TO EXISTIN WATER MAIN N PLACE b. , CONTRACTOR SHALL COORDINATE WITH PSE FOR CONSTRUCTION KOR- - EAL BO T COPPER I 1 I I I REC ANNEL MANHOLE , 1E=509.06 "PVC(IN CL 52(RJ) I WATER MAIN(1)a-9-3ECr ADJUST RIM , ; + SEQUENCING AND FOR PITS REQUIRED BY PSE TO PULL GAS SERVICE 1E=509.06 8" o T)S I I TAPPING TEE W/6" TO ELEV- 522.20 ° '� • +++ THROUGH CONDUIT. AN RESET AWAY FROM INLETS I >'. I I I IE- 09.06 CL 52(RJ) I I PER CC N K STD P AN 3E21 I Tr T »� ¢ I _ A JUST RIM TO ELEVATI N= 521.77 I W/THRUST BLO KING I I m E SS SS — — — i I • • • • • • + SS — — — I _ 'SS— — — I STALL SIZE IRRIGATIO�J EX SMI ++ \ — — — —� — _— _—__— _—_—___ I _ \ \ __ _— — ———SS— -— — — —_ \ \ — —_ — — — _ S SS I > [F "PVC @ .4% I DDDUCT METER RIM= ++ NOTE: CONTRACTOR SHALL COORDINATE WITH CITY OF KENT FOR WATER t: CONNECTIONS. CITY SHALL OPERATE VALVES AS REQUIRED. �{E T IE+S I — ..... — — — _ _ DOWNSTREAM OF WATE ADJUST VALVE CONNECT IN E ItS+TI G CONTRACTOR SHALL TAP WATER MAIN AND INSTALL ALL WATER MAIN WASH IN G T O R AD ST VALaFEJ30X — —_—_— — — — — — — — — — — — — — — — $S I o I METER.SEE IRRIGATION BOX TO WATER MAIN «, — — — — — _ _ — = z — -r — — — — — — N I Q�i (1) 10 X4 TAPP + E APPURTENANCES, INCLUDING WATER METER VAULTS. CONTRACTOR TO TOE V= 53 �I INSTALL CITY - - - - - - - _ — _ _ - - �v � o \ - - - - - _—_- - � E ems \ — - - \ - - - ANSOR_CL1NIWllT QLl — �) PP1N>; 1 AtV1 PROVIDED WATER METERS. ��_- _ _ _ _ - - - - - _ _�� 8"x6" TE �LE�=52 U W I W W o�- - - - W - — \_— _ — __\ - - - - - - - - - J �b > I PER OK -21 KEHOC o I o - W W � _ \ i _ WITW6ONC 18L QKI G P R— o I o I o U_ I a COK STD;PLA 3-?J Warehouse & Office 1 15 � ti 14 12 11 (n1 �r _ � � � 6 I vQn 13 c a ov \ � � J " + 3 WATER METER • I 5 — — — 4 ti Cl) .----� 2 1 PER COK STD ti «'+ Building A — z ..: ..• .- — — — —• - — — �— - I PLAN 3 ir• w .. I 7 _ 5 F4"DICL5 RJ 12607 SE T n 60 S 8 S e.� - a SSCO a: •R 11 3 15 LF 6 DI I — + i v•.I.. I .:f ta• IM TO GRADE 4 KENT WA L R:>' C 5 J D ST - .j:= - I �E-517.18 6" OUT W ( ) � - e• i • IRE HYD NT PER E I I 98030 - + i d — t" OK STD PLAN 3 1 50 TO I— — — 6" IRE WATER CONNEC ION ° ' =52 . < - 6 SSCO '19 LF "DI C 2(RJ) RIM TO GRADE SE PLUMBING FOR 14 LF 4"DI I B.5 I I I IE=513.68 CO TINUATION AND DO BLED CL 52(RJ) n °>CH�CK DETECTOR ASSEMBLY + CONSOLIDATED SEE PLUMBING I SEE PLUMBING PLANS FOR CONT. I PLAN FORGREASE I s o SET INTERCEPTOR WET TAP EXISTING 20" E p U_MBING PLANS FOR CONNECT TO XISTING 0 GREASE WATER MAI ALL — 0 I INTERCEPTOR. FIRE HYDRANT PE CONTI UATION Vt1ATERIA11`t C 25LF 6" DI I I SEE MECH'L PLANS COK STD. PLAN 3-1 (1) 10 X6 TAP ING TEE W/6 CL 52(RJ) I JOB NO. 20223 6 FD CONNECTION TAPPING GAT VALVE I I I I W/19 LF 6"DI CL52(RJ) SEE PLUMBING PLANS 4'X ' +'+ ) + +' Date Revisions INSTALL 4 GUARD POSTS I FOR CONNECTION PER COK STD PLAN 3-21 C.9 O I NCRETE PAD +++ + MARCH 19,2024-NOTICE TO PROCEED I PER COK STD. PLAN 3-3 W/THRUST B SOCKING +++ # 17 D F 8"Pi/ +0 l =5161. I - — — — — 24 REMOVE +'« IE)= 11 _ EXISTING VALVE. +'+ II I I I REMOVE EXISTING INSTALL 10"CAP +++ I I BLOW OFF ASSY. (FL)WITH +++ — — — \ — + — �1-iRds�BtOEK— ++ ,( I « I ++ FFE=522.76 \ ADJUST VALVE +' I - — — —� / I I — I I I 3 BOX . «I+ .5 � * I II II , Sheet Contents II ri WATER, SEWER AND GAS PLAN Em It . ' 8. C/) :2 + + e + s :I 'r J G _ - - I W - T^. v=~Q 9 p w All material appearing herein constitutes the unpublished and + origi architect and work of the arch and moy rwt be duplicated, used,or disdosed without the written consent of the architect. o I Sheet No. C4001 ' I I I I +++ CONTINUED - SEE SHEET C4.02 CONTINUED - SEE SHEET C4.03 0 0 Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)0 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #079 - RFI-066 - Capillary Break Material Origin: RFI#66:Capillary Break Material Date Created: 6/13/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: RFI-066-Capillary Break Material Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest Price QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Cost Over/ Budget Under Mod. 02-300-001.S SCI INFRASTRUCTURE, Is 1.0 ($54,050.00) ($54,050.00) ($54,050.00) 1.0 ($54,050.00) ($54,050.00) ($54,050.00) $0.00 Earthwork LLC Sub.Commitments- 24057-4005 Subcontracts Description: Credit for Washed Sand 02-300-001.S SCI INFRASTRUCTURE, Is 1.0 $90,000.00 $90,000.00 $90,000.00 1.0 $90,000.00 $90,000.00 $90,000.00 $0.00 Earthwork LLC Sub.Commitments- 24057-4005 Subcontracts Description: Cost for CSTC 00-000-000.PO Is 1.0 $5,393.00 $5,393.00 $5,393.00 1.0 $5,393.00 $5,393.00 $5,393.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor's Fee(15%) Grand Totals $41,343.00 $0.00 $41,343.00 $41,343.00 $0.00 $0.00 $0.00 $41,343.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:6/13/2024 at 08:29AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 079 Project No.24507 Doc#: RFI-066 Work Description:RFI-066-Capillary Break Material Date: 5/28/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs SCI-Credit for Washed Sand 1 LS $ $ $ -54,050.00 $ (54,050) $ (54,050) SCI-Cost for CSTC 1 LS $ $ $ 90,000.00 $ 90,000 1$ 90,000 $ $ $ $ $ $ $ $ $ $ 35,950 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 35,950 Excludes WSST. General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 5,393 GRAND TOTAL $ 41,343 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by 7X 1 Bayley Construction. To prevent delays and further impacts please approve by: 6/13/2024 Owner's Representative Date Bayley Construction Date CONSTRUCTION From: OWNER CHANGE ARCHITECT DIRECTIVE X CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER i OTHER PROJECT: KEHOC Warehouse&Office Building DIRECTIVE NO: CCD-010 (name, address) 12607 SE 248th Street Kent,WA 98030 DATE: 7/24/2024 TO CONTRACTOR: Bayley Construction PROJECT NUMBER: FAC 23-09C (name, address) 8005 SE 28th Street Mercer Island, WA 98040 CONTRACT DATE: NTP 3/19/2024 DIRECTED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s) in this Contract: 1 Substitute material approved in RFI's 66&66.1 for capillary break material as indicated. 2 3 Attachments: RFI ##66 &66.1 ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1 Bayley Construction agrees to calculate proposed adjustments to the Contract Sum and Contract Time consistant with Section 00 72 00- Part 7&01 26 00- 1.06 of the Contract Documents. 2 Bayley Construction agrees to provide an estimate of proposed adjustments to the Contract Sum and Contract Time within 2 weeks of recipt of this CCD. 3 Bayley Construction agrees to provide monthly updates on completion and potential impact to the Contract Sum and Contract Time. Provide additional documentation on an attached sheet to support time and cost per 00 72 00- Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor, this document becomes effective IMMEDIATELY Contractor's agreement with the proposed shall proceed with the change(s)described above. adjustments in Contract Sum and Contract Time set forth in this Construction Change Directive(CCD). Wagner Architects City of Kent Bayley Construction ARCHITECT OWNER CONTRACTOR 1916 Pike Place#221 400 West Gowe _ 8005 SE 28th Street Sea 1 Kent,WA 98032 Mercer Island, WA 98040 BY % BY DATE DATE 7194194 DATE 7/24/24 Brian Nilsson From: Chris Hansen <Chris.Hansen@scibuilds.com> Sent: Wednesday,June 12, 2024 2:39 PM To: Brian Nilsson Cc: Jason Craig; Mark Scoccolo Subject: RE: SCI - KEHOC - Capillary Break Pricing Brian, We can send a formal proposal, but, per our phone conversation this afternoon, if you're good with the email we'll honor the crushed r ck pn in s bmitted with our quote. Additional cost will e$35,950.00. Thank you, Chris Hanscn �tatpr.��-swua,t�w w�o.#.wer 253160613008 Mobile 2061242 10633 Office From: Brian Nilsson <Brian.Nilsson@bayley.net> Sent: Wednesday,June 12, 2024 1:59 PM To: Chris Hansen <Chris.Hansen @scibuilds.com> Cc:Jason Craig<Jason.craig@scibuilds.com>; Mark Scoccolo <Mark.Scoccolo@scibuilds.com> Subject: RE: SCI - KEHOC-Capillary Break Pricing Chris, Did you send a proposal for this yet? Should be for RFI-066 - Capillary Break Material. I need to get it submitted to the city asap. Thanks, Brian Nilsson, LEED AP Sr. Project Manager BALE www.bayley.net P:(206) 621-8884 C: (206)549-8342 F: (206)343-7728 8005 SE 28t" Street Mercer Island, WA 98040 From: Chris Hansen <Chris.Hansen@scibuilds.com> Sent: Wednesday,June 5, 2024 11:33 AM To: Brian Nilsson <Brian.Nilsson@bayley.net> 1 Cc:Jason Craig<Jason.craig@scibuilds.com>; Mark Scoccolo <Mark.Scoccolo@scibuilds.com> Subject: SCI - KEHOC-Capillary Break Pricing Brian, At the time of bid we quoted $54,050.00 for the capillary break based on utilizing the washed sand. CSTC material purchase is a little over 2x the price of the sand and increases the price by$35,950.00 to $90,000.00. Thank you, Chris Hansen NQ saws 2821 S 154th Street, SeaTac, WA 98188 253160613008 Mobile 206124210633 Office 206124210792 Fax 800125510633 Toll Free Contractors License# SCIINL*993JA 2 AYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #66: Capillary Break Material Status Closed on 05/20/24 To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated May 17,2024 Due Date May 31,2024 Location Cost Impact Yes(Unknown) Schedule Impact No Spec Section 31 20 00-Earth Moving Cost Code Drawing Number Reference Linked Drawings Received From Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jermaine Edwards(Epic Building Detailers), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Pipe Construction, Inc.),Chris Hansen(SCI INFRASTRUCTURE,LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass Sales Inc.), Noah Kennard(Smith Fire Systems, Inc.),Jon Marks (Bayley Construction, LP),Elaine Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson (Delta Mechanical),Christian Nicholson(Corona Steel),Nils Brian Nilsson(Bayley Construction, LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE,LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor (VECA ELECTRIC&TECHNOLOGIES,LLC), Jessie Teague(VECA ELECTRIC& TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Pipe Construction, Inc.),Mike Yeung(Fastsigns of Kirkland) Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday, May 17, 2024 at 02:17 PM PDT Spec Section 31 20 00,paragraph 2.01 D states that capillary break material shall be"Backfill for Sand Drains"per WSDOT's Standard Specification 9-03.13. Bayley sees many concerns with using sand for capillary break, particularly with people walking on it after compaction and creating uneven surfaces.Once rebar is laid,there is no possibility of re-flattening and compacting the sand before the pour. This will cause significant problems with the SOG. Please confirm that the design team would like to use sand,or if they would rather use gravel and crushed rock for the capillary break material Bayley Construction,LP Page 1 of 2 Printed On:Jun 13,2024 08:30 AM PDT RFI#66-Capillary Break Material Project:24057 Kent East Hill Operations Center Official Response Response from Bryce Nelson Bayley Construction,LP on Monday, May 20, 2024 at 02:24 PM PDT Please review the attached RFI. Bayley Construction requires a response to this correspondence no later than three(3) working days from the date of this transmission. Failure to reply by this date will negate your rights to request for additional money and/or time as related to this document. If the attached document has costs or schedule implications,you are required to provide,but not limited to,the following: COP: Reference the document number and a description of the added scope of work Detailed cost breakdown with quantities,labor,and materials. Effect on current project schedule including anticipated duration. Bond,insurance,and OH&P per contract terms. You must submit a complete COP within seven(7)working days from the date of original transmission.Failure to do so will negate your rights to request for additional money and/or time as it relates to this change. If you have any question,please contact Brian Nilsson at(206)549-8342 or Bryce Nelson at(509)969-2824. Official Response Response from Sam Scarmardo Wagner Architects and Planners on Monday, May 20, 2024 at 02:05 PM PDT see attached document Attachments KEHOC 66-Capillary_Break_Material-2024-05-17 CPL.pdf Bayley Construction,LP Page 2 of 2 Printed On:Jun 13,2024 08:30 AM PDT BAYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center 8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #66: Capillary Break Material Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated May 17,2024 Due Date May 31,2024 Location Cost Impact Yes(Unknown) Schedule Impact No Spec Section 31 20 00-Earth Moving Cost Code Drawing Number Reference Linked Drawings Received From Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jermaine Edwards(Epic Building Detailers), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Delta Mechanical),Chris Hansen (SCI INFRASTRUCTURE,LLC), Nathan Harper (City of Kent),Cory Hehr(Pipe Construction, Inc.), Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass), Noah Kennard(Smith Fire Systems, Inc.),Jon Marks(Bayley Construction,LP) ,Gene Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE, LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC &TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES,LLC), Kelli Thomas (Delta Mechanical),Michael Thomas(Pipe Construction, Inc.), Mike Yeung(Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On: May 17,2024 02:21 PM PDT RFI#66-Capillary Break Material Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday, May 17, 2024 at 02:17 PM PDT Spec Section 31 20 00,paragraph 2.01 D states that capillary break material shall be"Backfill for Sand Drains"per WSDOT's Standard Specification 9-03.13. Bayley sees many concerns with using sand for capillary break, particularly with people walking on it after compaction and creating uneven surfaces.Once rebar is laid,there is no possibility of re-flattening and compacting the sand before the pour. This will cause significant problems with the SOG. Please confirm that the design team would like to use sand,or if they would rather use gravel and crushed rock for the capillary break material Awaiting an Official Response Please use material meeting the spec below for Gravel Backfill of Drains as the capillary break material. WSDOT section 9-03.12(4). Contractor to provide revised submittal for capillary break material meeting these requirements. Naomi Medley, CPL 5/20/2024 9-03.12(4) Gravel 13ackflll for Drains Gravel hackfill for drains shall conform to the following gradings: 5kwt Slat Percent Passing 1" 9F-100 %JI go-too %H 0-40 No.4 0-4 No.200 0-2 As an alternative,AASHTO grading No.57 may be used in accordance with Section 9-03.1(4)0_Alkali silica reaetivity testing is not requir@d. Bayley Construction,LP Page 2 of 2 Printed On: May 17,2024 02:21 PM PDT BAYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center 8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #66: Capillary Break Material Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated May 17,2024 Due Date Jun 6,2024 Location Cost Impact Yes(Unknown) Schedule Impact No Spec Section 31 20 00-Earth Moving Cost Code Drawing Number Reference Linked Drawings Received From Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jermaine Edwards(Epic Building Detailers), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Pipe Construction, Inc.),Chris Hansen(SCI INFRASTRUCTURE,LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass Sales, Inc.), Noah Kennard(Smith Fire Systems, Inc.),Jon Marks (Bayley Construction, LP),Elaine Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson (Delta Mechanical),Christian Nicholson(Corona Steel),Nils Brian Nilsson(Bayley Construction, LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE,LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor (VECA ELECTRIC&TECHNOLOGIES,LLC), Jessie Teague(VECA ELECTRIC& TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Pipe Construction, Inc.),Mike Yeung(Fastsigns of Kirkland) Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday, May 17, 2024 at 02:17 PM PDT Spec Section 31 20 00,paragraph 2.01 D states that capillary break material shall be"Backfill for Sand Drains"per WSDOT's Standard Specification 9-03.13. Bayley sees many concerns with using sand for capillary break, particularly with people walking on it after compaction and creating uneven surfaces.Once rebar is laid,there is no possibility of re-flattening and compacting the sand before the pour. This will cause significant problems with the SOG. Please confirm that the design team would like to use sand,or if they would rather use gravel and crushed rock for the capillary break material Bayley Construction,LP Page 1 of 2 Printed On:Jul 1,2024 08:56 AM PDT RFI#66-Capillary Break Material Project:24057 Kent East Hill Operations Center Official Response Response from Angel Nunez Bayley Construction,LP on Thursday,Jun 27, 2024 at 01:27 PM PDT These are the reports from the capillary break material that is being proposed. Please confirm that this request is acceptable. Attachments RFI 066 Response Backup.pdf Official Response Response from Sam Scarmardo Wagner Architects and Planners on Monday, May 20, 2024 at 02:05 PM PDT see attached document Attachments KEHOC 66-Capillary_Break_Material-2024-05-17 CPL.pdf All Replies Response from Angel Nunez Bayley Construction,LP on Thursday,Jun 27, 2024 at 01:27 PM PDT These are the reports from the capillary break material that is being proposed. Please confirm that this request is acceptable. Attachments RFI 066 Response Backup.pdf Response from Sam Scarmardo Wagner Architects and Planners on Monday, May 20, 2024 at 02:05 PM PDT see attached document Attachments KEHOC 66-Capillary_Break_Material-2024-05-17 CPL.pdf Response from: Erik Ellingsen, PE (GeoEngineers) We take no exception to this proposed material and CPL's response from a geotechnical standpoint. The proposed material (5/8" crushed surfacing top course) has much more sand than what the spec calls for. There are other more gravelly materials that could meet this spec. Answered on: July 8, 2024. Bayley Construction,LP Page 2 of 2 Printed On:Jul 1,2024 08:56 AM PDT 11M Summary Report Sample Information Sample No 1888837664 Product Id 2350 Product Name 5/8"CS TC Specification 9-03.9(3)Crushed Surfacing TC Date Sampled 03/18/2024 13:00 Sampled By Grant Panion 6 Sample Type Process Control 5� Sample Method Surge Pile 4C 3^ 2W ID 0 sieveoPenng lmml D161E51'.0.26 539:1.T7 559:4.47❑506.25❑15D850.64 Cu 23.76 Cc l.91 Gradation Results Quality Results Date Tested Tested By Grant Panion Sieve %Passing Tolerances Test Result Unit Tolerances 5/8"(16mm) 98 SE 68 % 2A0 AASHTO T176 1/2"(12.5mm) 90 80-100 4200(75um) 4.1 % 3/8"(9.5mm) 76 Grad Loss 0.0 % 1/4"(6.3mm) 60 Wash Loss(#200/75um) 3.4 % #4(4.75mm) 52 46-66 #200/#40 0.28 #8(2.36mm) 34 #16(1.18mm) 24 #30(.6mm) 18 #40(.425mm) 14 8-24 #50(.3mm) 11 #100(.15mm) 6 #200(75Nm) 4.1 0-10 StonemontQC 03/19/2024 CRH Americas Materials(AMAT) EM Quality Test Report Plant 120 01500-Auburn Pit Product RAP-Recycled Asphalt Pavement Specification RAP 111786097 Sample Information Sample No 111786097 Split Sample❑ Date Sampled 05/10/2024 09:00 Resample❑ Sampled By Tyler Carter Type Investigative Method Belt Stream Gradation Results Date Completed 05/10/2024 09:00 Tested By Tyler Carter Unit Moist Mass Dry Mass Wash Mass Moisture% Wash Loss% Procedure g 1611.70 1493.90 7.3 Cum Mass Ind % Sieve Mass Retained Retained Retained %Retained %Passing Target Specification Comment 3/4"(19mm) 0.00 0.00 0 0 100 100 1/2"(12.5mm) 64.10 64.10 4 4 96 97 3/8"(9.5mm) 160.50 224.60 10 14 86 86 #4 (4.75mm) 389.90 614.50 24 38 62 60 #8 (2.36mm) 255.60 870.10 16 54 46 43 #16(1.18mm) 175.30 1045.40 11 65 35 32 #30(.6mm) 141.90 1187.30 9 74 26 23 #50(.3mm) 142.80 1330.10 9 83 17 16 #100(.15mm) 95.20 1425.30 6 88 12 12 #200(75pm) 52.20 1477.50 3.2 91.7 8.3 8.8 Pan 16.40 1493.90 8.3 100.0 0.0 Other Test Results Test Name Date Result Unit Target Specification Comment Procedure Lab Tested By 4200(75um) 05/10/2024 09:00 8.3 % Auburn Pit Tyler Carter AC Content(Pb) 05/10/2024 09:00 4.14 % Tyler Carter Grad Loss 05/10/2024 09:00 0.0 % Auburn Pit Tyler Carter Total Moisture 05/10/2024 09:00 3.1 % Tyler Carter Wash Loss(#200/75um) 05/10/2024 09:00 7.3 % Auburn Pit Tyler Carter StonemontQC 05/30/2024 CRH Americas Materials(AMAT) BAYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center 8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #66: Capillary Break Material Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated May 17,2024 Due Date May 31,2024 Location Cost Impact Yes(Unknown) Schedule Impact No Spec Section 31 20 00-Earth Moving Cost Code Drawing Number Reference Linked Drawings Received From Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jermaine Edwards(Epic Building Detailers), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Delta Mechanical),Chris Hansen (SCI INFRASTRUCTURE,LLC), Nathan Harper (City of Kent),Cory Hehr(Pipe Construction, Inc.), Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass), Noah Kennard(Smith Fire Systems, Inc.),Jon Marks(Bayley Construction,LP) ,Gene Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE, LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC &TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES,LLC), Kelli Thomas (Delta Mechanical),Michael Thomas(Pipe Construction, Inc.), Mike Yeung(Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On: May 17,2024 02:21 PM PDT RFI#66-Capillary Break Material Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday, May 17, 2024 at 02:17 PM PDT Spec Section 31 20 00,paragraph 2.01 D states that capillary break material shall be"Backfill for Sand Drains"per WSDOT's Standard Specification 9-03.13. Bayley sees many concerns with using sand for capillary break, particularly with people walking on it after compaction and creating uneven surfaces.Once rebar is laid,there is no possibility of re-flattening and compacting the sand before the pour. This will cause significant problems with the SOG. Please confirm that the design team would like to use sand,or if they would rather use gravel and crushed rock for the capillary break material Awaiting an Official Response Please use material meeting the spec below for Gravel Backfill of Drains as the capillary break material. WSDOT section 9-03.12(4). Contractor to provide revised submittal for capillary break material meeting these requirements. Naomi Medley, CPL 5/20/2024 9-03.12(4) Gravel 13ackflll for Drains Gravel hackfill for drains shall conform to the following gradings: 5kwt Slat Percent Passing 1" 9F-100 %JI go-too %H 0-40 No.4 0-4 No.200 0-2 As an alternative,AASHTO grading No.57 may be used in accordance with Section 9-03.1(4)0_Alkali silica reaetivity testing is not requir@d. Bayley Construction,LP Page 2 of 2 Printed On: May 17,2024 02:21 PM PDT AYLEY Bayley Construction,LP CP-009 Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #103 - RFI-086 - Sanitary Sewer Pipe Clash at West of Building Origin: RFI#86:Sanitary Sewer Pipe Clash at West of Building Date Created: 6/12/2024 Created By: Nils Brian Nilsson Status: Submitted, Proceeding Scope: In Scope Type: Change Order Request Change Reason: Unforeseen Condition Description: RFI-086-Sanitary Sewer Pipe Clash at West of Building Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM CITY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 02-300-001.S SCI INFRASTRUCTURE,LLC Is 1.0 $14,029.00 $14,029.00 $14,029.00 1.0 $14,029.00 $14,029.00 $14,029.00 $0.00 Earthwork 24057-4005 Sub.Commitments- Subcontracts Description: Modify Sanitary Sewer Connection 22-100-000.S Pipe Construction,Inc. Is 1.0 $1,080.00 $1,080.00 $1,080.00 1.0 $1,080.00 $1,080.00 $1,080.00 $0.00 Plumbing.Commitments- 24057-4002 Subcontracts Description: Costs to offset for sanitary connection issue on North end 6"sewer stub. hours 4.0 $95.00 $380.00 $380.00 4.0 $95.00 $380.00 $380.00 $0.00 Description: Foreman hours 4.0 $200.00 $800.00 $800.00 4.0 $200.00 $800.00 $800.00 $0.00 Description: Layout 00-000-000.PO Is 1.0 $2,444.00 $2,444.00 $2,444.00 1.0 $2,444.00 $2,444.00 $2,444.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor's Fee(15%) Bayley Construction, LP Page 1 of 2 Printed on:6/12/2024 at 09:04AM PDT Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. Grand Totals $18,733.00 $0.00 $18,733.00 $18,733.00 $0.00 $0.00 $0.00 $18,733.00 $0.00 $0.00 Bayley Construction, LP Page 2 of 2 Printed on:6/12/2024 at 09:04AM PDT CP-009 Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 103 Project No.24507 Doc#: RFI-086 Work Description: RFI-086-Sanitary Sewer Pipe Clash at West of Building Date: 6/10/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs SCI-Modify Sanitary Sewer Connection 1 LS $ $ $ 14,029.00 $ 14,029 $ 14,029 Pipe-Costs to offset for sanitary connection issue on North end 6"sewer stub. 1 LS $ $ $ 1,080.00 $ 1,080 $ 1,080 Foreman 4 95.00 $ 380 $ $ $ - $ 380 Layout 4 HR $ - $ $ 200.00 $ 800 $ 800 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 4 $ $ 380 $ $ $ 15,909 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 16,289 General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 2,444.00 GRAND TOTAL is 18,733 Time Reauest: We have proceeded on this change proposal on Owner's verbal direction/RFI response We will proceed with this change proposal when a copy,signed by an authorized representative,is received by Bayley Construction. To prevent delays and further impacts please approve by: 6/12/2024 Owner's Representative Date Bayley Construction Date SOInfrastructure. LLC �ce1�c.,�suaat��Norc COP Summary Project Name: Kent East Hill Operations Center(KEHOC) n Project No. Document Reference: Date: 61712024 To Gen Contractor: Bayley Construction,Inc. Contractor Ref.No. Description: Modify Sanitary Sewer Connection-SCI Costs 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. Crew(apprentices,journeymen,&laborers) $ 5,126.46 b. Direct Supervision(Not to exceed 151/6 of labor) $ 768.97 c. Safety allowance on direct labor at 2% $ 102.53 d. Small tool allowance on direct labor at 3% $ 153.79 1.CRAFT LABOR COSTS $ 6,161.75 2. MATERIAL COSTS a. Material costs $ 535.00 Use Tax on Materials(When applicable) 2.MATERIAL COSTS $ 535.00 3. EQUIPMENT COSTS a. SCI owned equipment $ 5,512.08 3.EQUIPMENT COSTS $ 5,512.08 SUBTOTAL 1 thru 3 $ 12,198.83 4. SCI's FEE ON OWN WORK a. 15.00% $ 1,829.82 4.GC PERFORMED WORK TOTAL $ 14,029.00 Sub's Fee, Subcontractor Insurance Subcontractor 5. TIER SUBCONTRACTORS subtotal and Bond total a. $ $ b. $ $ $ C. $ $ $ d. $ $ $ e. $ $ $ f. $ $ $ 9• $ $ $ h. $ $ $ I. $ $ $ 1. $ $ $ &SUBCONTRACTORS $ 6. SCI's FEE ON TIER WORK a. 5.00% $ 6.TIER PERFORRED WORK TOTAL $ TOTAL FEE $ 1,830.00 7. INSURANCE a. liability insurance 0.000%of 1-6 $ 7.INSURANCE $ 8. BOND a. bond 0.000%of 1-7 $ 8.BOND $ I TOTAL COST(4,5,6,7,8,9) $ 14,029.00 KEHOCCO Template_Sanitmy sewer Coneeceen Page / of "-f Issued 6/10/2024 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCO p Project No. 2406 Initial Discovery of ConflictDate: 6/30/2024 Crew on Standby while Inspector&Engineer Reviewed Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material E lament Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager 1 has $160.00 $ 150.00 $ $ $ 150.00 Field Engineer hrs $125.00 $ $ $ $ Foreman 3.5 has $100.05 $ 350.18 $ $ $ 350.18 Pi ela er 3.5 hrs $70.41 $ 246A4 $ $ $ 246A4 Flagging Supervisor hrs $66.42 $ $ $ $ Flogger has $58.64 $ $ $ $ Operator teach 7 hrs $95.96 $ 671.72 $ $ $ 671.72 Teamster 3.5 hrs $87.55 $ 306.43 1 $ 1 $ $ 306A3 Grade Engineer hrs $95.10 $ $ $ $ Laborer 3.5 hrs $69.15 $ 242.03 1 $ $ $ 242.03 Overtime Rate Foreman OT I hrs 11 $135.22 $ $ I I$ I $ Pipelayer OT hrs $96.47 $ $ $ $ FlaggerOT hrs $78.94 3 $ $ $ O erator OT hrs $129.13 S $ $ $ Teamster OT hrs $116.48 $ $ $ $ Grade Engineer OT hrs $127.84 S $ $ $ Laborer OT hrs $94.59 8 $ $ $ Equipment Air Compressor/Jackhammer hrs $ $ $38.92 $ $ 160 Grader hrs $ $ $179.56 $ $ PC39OLC 3.5 hrs $ $ $164.32 $ 575.12 $ 575.12 D51 Dozer hrs $ $ $111.17 $ $ 950 Loader 3.5 hrs $ $ $74.29 $ 260.02 $ 260.02 Foreman Pick-up 3.5 hrs $ $ $35.70 $ 124.95 $ 124.95 Vibratory Roller hrs $ $ $101.21 $ $ JD Articulated Truck 3.5 hrs $ $ $350.91 $ 1,228.19 $ 1.228.19 330 Excavator w/ear hrs $ $ $110.21 $ 8 JD 245 Excavator hrs $ $ $145.81 $ $ Water Truck hrs $ $ $59.68 $ $ Skid Steer hrs $ $ $96.62 $ $ Mini-Excavator hrs 8 $ $62.24 $ $ 450 dozer hrs $ $ $08.66 $ $ 650 dozer hrs $ $ $120.61 $ $ 700 dozer hrs $ $ $138.57 $ $ 850 dozer hrs $ $ $226.59 $ $ Plate Compactor Inc $ $ $14.23 $ $ 84"Roller hrs $ $ $111.20 S $ 60"to 66"Roller hrs $ $ $93.59 $ $ Articulate Dump hrs $ $ $194.23 $ $ 930 Loader hrs $ $ $80.92 $ $ Side Dump hrs $ $ $117.45 $ $ Generalor and Pump hrs 1$ $ $32.55 8 $ Motor Grader I$ $ $136.01 $ $ Materials/Services/Rentals $ $ $ $ S $ $ $ S S $ $ It S S $ S 3 S 3 3 $ $ S S 3 8 S - 3 8 S S S S S $ $ S S $ $ 8 S 88.27 $ $ 1,966.78 $ $ 2,1 $ 4,005.06 ttxacoiempnb_Amags[ tconnetl n Nee of ��t �ssvO 6/10/2024 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCO# 0 Crew Time to Make ofR.I S Safe Ahead Project No. 2406 of Rain Storm Event Date: 6131/2024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material Equipment Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager hrs E1bom $ $ $ $ Field Engineer hrs $125.00 $ $ $ $ Foreman 3 hrs $100.05 $ 300.16 $ $ $ 3WAS Pi ela er hrs $70.41 It $ $ S Flagging Supervisor hrs $66.42 $ $ $ $ Flogger hrs $58.64 Operator 2each 6 hrs $95.96 $ 575.76 $ $ $ 575.76 Teamster hrs $87.65 $ S $ $ Grade Engineer hrs $95.10 $ $ $ $ Laborer 3 hrs $69.15 S 207.45 3 S $ 207.45 Overtime Rate Foreman OT hrs $135.22 $ $ $ $ Pi ela er OT hrs $96.47 $ $ $ $ Flogger OT hrs $78.94 $ $ $ $ Operator OT hrs $129.13 E $ $ $ Teamster OT hrs $116.48 $ S $ $ Grade Engineer OT hrs $127.84 $ $ $ S Laborer OT hrs $94.59 $ $ E S Equipment Air Com essor/Jackhammer hrs $ $ $38.92 It $ 160 Grader hrs $ $ $179.56 E $ PC39OLC 3 hrs $ $ $164.32 $ 492.96 $ 492.96 D51 Dozer hrs $ $ $111.'17 $ $ 950 Loader 3 hrs $ $ $74.29 $ 22287 $ 222.87 Foreman Pick-up 3 hrs $ S $35.70 E 107.10 E 107.10 Vibratory Roller Its $ $ $101.21 $ E JO Articulated Truck hrs $ $ $360.91 $ $ 330 Excavatorw/ear has $ $ $110.21 $ $ JD 245 Excavator hrs It $ $145.81 $ $ Water Truck hrs $ $ $59.68 $ $ Skid Steer hrs $ $ $96.62 $ $ Mini-Excavator hrs $ $ $62.24 It $ 450 dozer has $ $ $68.66 $ $ 650 dozer his $ $ $120.61 $ $ 700 dozer hrs $ $ $138.57 $ $ 850 dozer hrs $ $ $226.59 $ $ Plate Compact" hrs $ $ $14.23 $ $ 84"Roller hrs $ S $111.20 $ $ his $ $ $ $ hrs $ $ $ E hrs $ $ E $ Side Du hrs $ $ $W.69 $ E Generator and Pump hrs1 1$ $ $32.55 $ S Bedding Box hrs1 1$ $ $7.86 $ $ Material $ $ $ $ s s $ s s s $ s $ $ S $ s s s s s s $ s s s s s $ It $ $ $ $ It $ $ s a s $ E $ $ E 1,083.36 $ $ 822.93 $ 1,906.29 3 of y COP Cost Breakdown Project Name: Kent East Hill Operations Center Forward Priced Estimated of Crew Time PCO9 0 Project No. 2405 Return Excavation hack to where it was on Thursday Dale: TED Contractor. SCI Infrastructure,LLC 6Y30f2024 Contractor R.F.No. Unit Labor Material E ui ment Total Desaiption Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager vs, $150.00 $ $ $ $ Field Engineer his $126,00 $ $ $ $ Foremen 4 his $100.05 $ 400.20 $ S $ 40020 Plasterer 4 his $70.41 $ 281.64 $ $ $ 281.64 Flagging Supervisor We $66.42 E E $ $ Flogger fare $58.64 Operator 8 his $95.96 $ 767.68 Y $ $ 767.68 Teamster 4 his $87.55 $ 350.20 If $ $ 350.20 Grade Engineer hrs 395.10E If $ $Laborer 4 hrs $69.15 $ 27660 $ $ 3 276.80 Overtime Rate Foreman OT his $135.22 If $ $ $ Pi ela er OT his $96.47 $ $ $ $ FlaggerOT hrs $78.94 If $ $ E Operator OT his $129.13 $ $ E $ Teamster OT his $116.48 $ $ $ $ Grade Engineer OT hrs $127.84 $ $ $ $ Laborer OT his $94.59 $ $ $ $ Equipment Air Compressor/Jackhammer hrs If $ $38.92 $ $ I Grader his $ $ $179.56 $ $ PC39OLC 4 his $ $ $164.32 $ 657.28 $ 657.28 O51 Dozer his $ $ $111.17 $ $ 950 Loader 4 his Y E $74.29 If 297.16 $ 297.16 Foreman Pick-up 4 hrs $ $ $36.70 $ 142.80 $ 142.80 Vibratory Roller his $ If $101.21 E Y JD Articulated Track 4 Ws $ $ $350.91 $ 1.403.64 $ 1,403.64 330 Excavatorw/gear his $ S $110.21 $ $ JD 245 Excavator his $ $ $145.81 $ $ Water Truck I ham I I$ E $59.68 $ S Skid Steer his $ $ $96.62 $ $ Mini-Excavator his $ $ $62.24 $ $ - 450dozer his $ $ $68.66 $ $ 650 dozer his $ $ $120.61 E $ 700 dozer hrs $ $ $138.57 $ $ 850 dozer his $ $ $226.59 $ $ Plate Compactor fare If $ $14.23 $ $ 84"Roller hrs $ $ $111.20 $ $ 60'to W'Roller his $ $ $93.59 $ $ Articulate ump We $ $ 3194.23E $ 930 Loader hrs $ S $80.92 S $ Sitla Dum hrs $ $ $117.45 $ $ Generator and Pump his Is $ $32.55 $ $ Motor Grader I I his 1 1$ 1 $1W.01 I$ $ Material $ I i$ $ $ Additional Sanitary Sewer Fitli s 1 LS S $635.00 $ 535.00 $ $ 535.00 $ $ $ S $ $ S $ $ $ Y S $ E $ If $ 3 $ $ 3 E 3 $ S $ $ 3 S $ $ $ $ $ $ S § 2,076.32 $ 535.00 $ 2,600.88 Y 6,112.20 ref y ,---) MECHANICAL CONTRACTORS .c e Change Order Summary Sheet • Project Name: KEHOC Pipe COP No. PC24-360.008 Project No. 24-360 Source Documents: Date: 6/5/2024 Contractor: Bayley Construction Contractor Ref. No. Description: Costs to offset for sanitary connection issue on North end 6"sewer stub. 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. crew(apprentices,journeymen,&laborers) $ 241.00 b. foreman $ - c. lead foreman $ - DIRECT LABOR SUBTOTAL $ 241.00 Supervision: d. direct supervison(NTE 15%of 1a) $ 36.15 e. safety(NTE 2%of lines 1a,b,&c) $ 4.82 1.CRAFT LABOR COSTS $ 282.00 2. MATERIAL COSTS a. material costs $ 618.40 b. freight costs(itemize) $ 2.MATERIAL COSTS $ 618.00 3. EQUIPMENT COSTS a. owned equipment(per spec approved source) $ b. rental equipment(per invoices attached) $ 3. EQUIPMENT COSTS $ - 4. Consumables a. Consumables(NTE 5%of 2a) $ 12.05 4.CONSUMABLES $ 12.00 SUBTOTAL 1 thru 4 $ 912. 00 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 136.80 5.OVERHEAD&PROFIT $ 137.00 6. SUB-SUBCONTRACTORS a. $ b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ - 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ - 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 31.47 8.INSURANCE $ 31.00 9. BOND a. bond 0.00 %of 1-8 $ - 9.BOND $ - Form Revised 1/28/2019 This change adds 0 calender day extension TOTAL COST $ 1,080.00 COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost 6"Cast Iron 10 Ft $ - $26.84 $ 268.40 $ - $ 268.40 6"NH 1/8 bend 1 each $ - $43.05 $ 43.05 $ - $ 43.05 6"NH wye 1 each $ - $101.50 $ 101.50 $ - $ 101.50 6"NH blind plug 1 each $ - $28.15 $ 28.15 $ - $ 28.15 6"Husky 4000 coupling 5 each $ - $35.46 $ 177.30 $ - $ 177.30 Labor Subtotal $ - Superintendent hr 139.82 - Lead Foreman hr 128.34 - Journeyman Plumber 2 hr 120.50 $ 241.00 $ $ - $ 241.00 BIM Modeling hr 116.16 $ - $ $ - $ - Total Cost of Work Form Revised 2/27/2020 $ 241.00 $ 618.40 $ - $ 859.40 Page of Issued 6/5/2024 CONSTRUCTION From: OWNER-CITY OF KENT CHANGE ARCHITECT-WAGNER ARCHITECTS PROPOSAL (CP) CONTRACTOR FOR KENT EAST HILL X FIELD OPERATIONS CENTER I OTHER PROJECT: KEHOC Warehouse&Office Building PROPOSAL NO: CP-009 12607 SE 248th Street Kent,WA 98030 DATE: 6/10/2024 FROM: Bayley Construction PROJECT NUMBER: FAC 23-09C 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/19/2024 PROPOSED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s)in this Contract: 1 Resolve existing water main clash with proposed sanitary line as indicated in the response to RFI#86 Attachments: RFI#86 PROPOSED ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1.The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: X Lump Sum (increase (decrease)of $ 18,733 Unit Price o per as follows: 2. The Contract time if proposed to(be adjusted) (remain unchanged). The proposed adjustment, if any, is(an increase of days) (a decrease of days.) Provide additional documentation on an attached sheet to support time and cost per 00 72 00-Part 7&01 26 00-1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor's Contractor, this document becomes effective IMMEDIATELY agreement with the proposed adjustments in Contract Sum shall proceed with the change(s)described above. and Contract Time set forth in this Change Proposal(CP) Bayley Construction ARCHITECT OWNER CONTRACTOR 1916 Pike Place#221 400 West Gowe 8005 SE 28th Street Se Kent,W 803 Mercer Island,WA 98040 B BY ��e BY DATE (p o IQ. UZ4 DATE 7/25/24 DATE 7/24/24 AYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #86: Water Pipe Clash at West of Building Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated Jun 5,2024 Due Date Jun 19,2024 Location Cost Impact Yes(Unknown) Schedule Impact TBD Spec Section Cost Code Drawing Number Reference SCI RFI#4 Linked Drawings Received From Chris Hansen(SCI INFRASTRUCTURE, LLC) Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Dave Brock(City of Kent), Ken Brumley(SCI INFRASTRUCTURE,LLC), Adam Campbell(City of Kent),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jodi Drost(Precision Rebar&Accessories, Inc.),Jermaine Edwards(Epic Building Detailers),Thomas Evans(Insulpro Projects), Derrek Gunn(Pipe Construction, Inc.), Zac Gurule(SCI INFRASTRUCTURE,LLC), Brian Henderson(Pipe Construction, Inc.),Chris Hansen (SCI INFRASTRUCTURE,LLC), Nathan Harper (City of Kent),Cory Hehr(Pipe Construction, Inc.), Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass), Noah Kennard(Smith Fire Systems, Inc.),Jon Marks(Bayley Construction,LP) ,Gene Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE, LLC),Arlan Smith(VECA ELECTRIC&TECHNOLOGIES,LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor (VECA ELECTRIC&TECHNOLOGIES,LLC), Jessie Teague(VECA ELECTRIC& TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Pipe Construction, Inc.),Eric Trofimchik(VECA ELECTRIC& TECHNOLOGIES, LLC), Mike Yeung(Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On:Jun 5,2024 04:56 PM PDT RFI#86-Water Pipe Clash at West of Building Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Wednesday,Jun 5, 2024 at 04:50 PM PDT Following an onsite meeting between SCI Infrastructure(Civil)and Pipe Construction(Plumbing)who are performing these scopes of work on the KEHOC project,the contractors would like to propose the solution detailed in the attached snippet. By increasing the slope of the sanitary sewer line,it will be 18 inches below the water main piping which follows established practices for separation.Elevation will be accommodated within the building plumbing following the appropriate plumbing requirements. We believe this approach will reduce overall costs while allowing the work to progress with minimal schedule impacts as these materials have already been submitted,approved,and delivered to the project.This also appears to have the smallest cost impact to the Owner. Attachments RFI 086 Backup.pdf Awaiting an Official Response Confirmed. CPL will update drawings to show this condition, to be issued as a revision. This RFI response serves as official direction to proceed. Naomi Medley, CPL 6/7/2024 Bayley Construction,LP Page 2 of 2 Printed On:Jun 5,2024 04:56 PM PDT 220 « " Pic � .4% � I S SS @11 .85% 8"x6" TEE - - I - I E=509.65 ' Iw W II 11 � I 4 tiJ --"T: S- 6" SSCO RIM TO GRADE 15 LF 6" DI 6" OUT W + CL 52 (RJ) I I E=513.68 • . ,.- Piping follows Plumbing Code for Utility Installation SSMH FFE-522.76 RIM=522.56 SS IE=61622 27 LF 6"C9op[off 3.0% 1 ft INSIDE DROP STRUCTURE 0.55'clear wl SSCO SS foam pad IE=517.18 / - .62 TOP OF WATER 12"SD 51627 IE=517.50 ft (APROX 5"CLEAR) wlloam pad 18"Clearance 11.85% AYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #86: Sanitary Sewer Pipe Clash at West of Building Status Closed on 06/11/24 To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated Jun 5,2024 Due Date Jun 19,2024 Location Cost Impact Yes(Unknown) Schedule Impact TBD Spec Section Cost Code Drawing Number Reference SCI RFI#4 Linked Drawings Received From Chris Hansen(SCI INFRASTRUCTURE, LLC) Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Dave Brock(City of Kent), Ken Brumley(SCI INFRASTRUCTURE,LLC), Adam Campbell(City of Kent),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jodi Drost(Precision Rebar&Accessories, Inc.),Jermaine Edwards(Epic Building Detailers),Thomas Evans(Insulpro Projects), Derrek Gunn(Pipe Construction, Inc.), Zac Gurule(SCI INFRASTRUCTURE,LLC), Brian Henderson(Pipe Construction, Inc.),Chris Hansen (SCI INFRASTRUCTURE,LLC), Nathan Harper (City of Kent),Cory Hehr(Pipe Construction, Inc.), Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass Sales Inc.), Noah Kennard (Smith Fire Systems, Inc.),Jon Marks(Bayley Construction,LP), Elaine Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson (Delta Mechanical),Christian Nicholson(Corona Steel),Nils Brian Nilsson(Bayley Construction, LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE,LLC), Arlan Smith(VECA ELECTRIC& TECHNOLOGIES, LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC &TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES,LLC), Kelli Thomas (Delta Mechanical),Michael Thomas(Pipe Construction, Inc.), Eric Trofimchik(VECA ELECTRIC&TECHNOLOGIES,LLC), Mike Yeung (Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On:Jun 12,2024 09:06 AM PDT RFI#86-Sanitary Sewer Pipe Clash at West of Building Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Wednesday,Jun 5, 2024 at 04:50 PM PDT Following an onsite meeting between SCI Infrastructure(Civil)and Pipe Construction(Plumbing)who are performing these scopes of work on the KEHOC project,the contractors would like to propose the solution detailed in the attached snippet. By increasing the slope of the sanitary sewer line,it will be 18 inches below the water main piping which follows established practices for separation.Elevation will be accommodated within the building plumbing following the appropriate plumbing requirements. We believe this approach will reduce overall costs while allowing the work to progress with minimal schedule impacts as these materials have already been submitted,approved,and delivered to the project.This also appears to have the smallest cost impact to the Owner. The ROM for this associated work will be$18,000 and an additional 6 days to the project schedule. Attachments RFI 086 Backup#2.pdf, RFI 086 Backup.pdf Official Response Response from Bryce Nelson Bayley Construction,LP on Tuesday,Jun 11, 2024 at 11:39 AM PDT Please review the attached RFI. Bayley Construction requires a response to this correspondence no later than three(3) working days from the date of this transmission. Failure to reply by this date will negate your rights to request for additional money and/or time as related to this document. If the attached document has costs or schedule implications,you are required to provide,but not limited to,the following: COP: Reference the document number and a description of the added scope of work Detailed cost breakdown with quantities,labor,and materials. Effect on current project schedule including anticipated duration. Bond,insurance,and OH&P per contract terms. You must submit a complete COP within seven(7)working days from the date of original transmission.Failure to do so will negate your rights to request for additional money and/or time as it relates to this change. If you have any question,please contact Brian Nilsson at(206)549-8342 or Bryce Nelson at(509)969-2824. Official Response Response from Sam Scarmardo Wagner Architects and Planners on Friday,Jun 7, 2024 at 02:59 PM PDT See attached document Attachments KEHOC-rfi#86-water_pipe_clash_at_west_of_building-202406052356 CPL.pdf Bayley Construction,LP Page 2 of 2 Printed On:Jun 12,2024 09:06 AM PDT AYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #86: Water Pipe Clash at West of Building Status Open To Sam Scarmardo(Wagner Architects and Planners) From Bryce Nelson(Bayley Construction,LP) (Response Required) 8005 SE 28th Street Abigail Purnapuspita(Wagner Architects and Mercer Island,Washington 98040 Planners) Date Initiated Jun 5,2024 Due Date Jun 19,2024 Location Cost Impact Yes(Unknown) Schedule Impact TBD Spec Section Cost Code Drawing Number Reference SCI RFI#4 Linked Drawings Received From Chris Hansen(SCI INFRASTRUCTURE, LLC) Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Dave Brock(City of Kent), Ken Brumley(SCI INFRASTRUCTURE,LLC), Adam Campbell(City of Kent),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC), Brandon Cook(Smith Fire Systems, Inc.),Jason Craig(SCI INFRASTRUCTURE, LLC),Jodi Drost(Precision Rebar&Accessories, Inc.),Jermaine Edwards(Epic Building Detailers),Thomas Evans(Insulpro Projects), Derrek Gunn(Pipe Construction, Inc.), Zac Gurule(SCI INFRASTRUCTURE,LLC), Brian Henderson(Pipe Construction, Inc.),Chris Hansen (SCI INFRASTRUCTURE,LLC), Nathan Harper (City of Kent),Cory Hehr(Pipe Construction, Inc.), Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson(Sound Glass), Noah Kennard(Smith Fire Systems, Inc.),Jon Marks(Bayley Construction,LP) ,Gene Mayhall(Mayhall's Painting),Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware),Sam Scarmardo(Wagner Architects and Planners),Tyson Schiessl(Masco Corporation), Mark Scoccolo(SCI INFRASTRUCTURE, LLC),Arlan Smith(VECA ELECTRIC&TECHNOLOGIES,LLC), Kevin Sodano(Pipe Construction, Inc.),Justin Taylor (VECA ELECTRIC&TECHNOLOGIES,LLC), Jessie Teague(VECA ELECTRIC& TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Pipe Construction, Inc.),Eric Trofimchik(VECA ELECTRIC& TECHNOLOGIES, LLC), Mike Yeung(Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On:Jun 5,2024 04:56 PM PDT RFI#86-Water Pipe Clash at West of Building Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Wednesday,Jun 5, 2024 at 04:50 PM PDT Following an onsite meeting between SCI Infrastructure(Civil)and Pipe Construction(Plumbing)who are performing these scopes of work on the KEHOC project,the contractors would like to propose the solution detailed in the attached snippet. By increasing the slope of the sanitary sewer line,it will be 18 inches below the water main piping which follows established practices for separation.Elevation will be accommodated within the building plumbing following the appropriate plumbing requirements. We believe this approach will reduce overall costs while allowing the work to progress with minimal schedule impacts as these materials have already been submitted,approved,and delivered to the project.This also appears to have the smallest cost impact to the Owner. Attachments RFI 086 Backup.pdf Awaiting an Official Response Confirmed. CPL will update drawings to show this condition, to be issued as a revision. This RFI response serves as official direction to proceed. Naomi Medley, CPL 6/7/2024 Bayley Construction,LP Page 2 of 2 Printed On:Jun 5,2024 04:56 PM PDT 220 « " Pic � .4% � I S SS @11 .85% 8"x6" TEE - - I - I E=509.65 ' Iw w _ 4 tiJ --"T: S- 6" SSCO RIM TO GRADE 15 LF 6" DI 6"(OUT)W CL 52 (RJR I I E=513.68 • • . . . • ..- Piping follows Plumbing Code for Utility Installation SSMH FFE = 522.76 RIM=522.56 SS I E = 516.22 27 LF 6" C900 @ 3.0% 1 ft INSIDE DROP ft STRUCTURE 0.55' clear w/ SSCO SS foam pad IE=517.18 .82 TOP OF WATER — 12" SD 516.27 IE=517.50 ft (APROX. 5" CLEAR) w/foam pad 18" Clearance 11.85% 220 « " Pic � .4% � I S SS @11 .85% 8"x6" TEE - - I - I E=509.65 ' Iw w _ 4 tiJ --"T: S- 6" SSCO RIM TO GRADE 15 LF 6" DI 6"(OUT)W CL 52 (RJR I I E=513.68 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #051 - CCD-003 Origin: Date Created: 6/17/2024 Created By: Nils Brian Nilsson Status: Submitted, Proceeding Scope: Out of Scope Type: Change Order Request Change Reason: Client Request Description: Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. 22-100-000.S Pipe Construction,Inc. Is 1.0 $18,989.00 $18,989.00 $18,989.00 1.0 $18,989.00 $18,989.00 $18,989.00 $0.00 Plumbing.Commitments- 24057-4002 Subcontracts Description: Added carriers,water,waste to room 101 for future use. hours 4.0 $95.00 $380.00 $380.00 4.0 $95.00 $380.00 $380.00 $0.00 Description: Foreman hours 4.0 $50.00 $200.00 $200.00 4.0 $50.00 $200.00 $200.00 $0.00 Description: Cleanup Is 1.0 $110.00 $110.00 $110.00 1.0 $110.00 $110.00 $110.00 $0.00 Description: Dumpster Is 1.0 $510.00 $510.00 $510.00 1.0 $510.00 $510.00 $510.00 $0.00 Description: Carpenter-Install Backing 00-000-000.PO Is 1.0 $3,029.00 $3,029.00 $3,029.00 1.0 $3,029.00 $3,029.00 $3,029.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor's Fee(15%) Bayley Construction, LP Page 1 of 2 Printed on:6/17/2024 at 01:50PM PDT Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Price Cost Under Mod. Grand Totals $23,218.00 $0.00 $23,218.00 $23,218.00 $0.00 $0.00 $0.00 $23,218.00 $0.00 $0.00 Bayley Construction, LP Page 2 of 2 Printed on:6/17/2024 at 01:50PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 051 Project No.24507 Doc#: CCD-003 Work Description:CCD-003 Date: 4/29/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Pipe-Added carriers,water,waste to room 101 for future use. 1 LS $ - $ $ 18,989.00 $ 18,989 $ 18,989 Foreman 4 95.00 $ 380 $ $ $ - $ 380 Cleanup 4 50.00 $ 200 $ $ $ $ 200 Dumpster 1 LS $ - $ - 110.00 $ 110 $ $ 110 Carpenter-Install Backing 1 LS 4 65.00 $ 260 250.00 $ 250 $ - $ $ 510 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 12 $ $ 840 $ 250 $ 110 $ 18,989 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 20,189 Excludes WSST General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 3,029 GRAND TOTAL $ 23,218 Time Request: We have proceeded on this change proposal on Owner's Direction per CCD We will proceed with this change proposal when a copy,signed by an authorized representative,is received by Bayley Construction. To prevent delays and further impacts please approve by: 6/17/2024 Owner's Representative Date Bayley Construction Date MECHANICAL CONTRACTORS .c e Change Order Summary Sheet • Project Name: KEHOC Pipe COP No. PC24-360.003 Project No. 24-360 Source Documents: CCD-003 Date: 5/3/2024 Contractor: Bayley Construction Contractor Ref. No. Description: Add interior HW HB's at 2 locations 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. crew(apprentices,journeymen,&laborers) $ 4,850.13 b. foreman $ - c. lead foreman $ - DIRECT LABOR SUBTOTAL $ 4,850.13 Supervision: d. direct supervison(NTE 15%of 1a) $ - e. safety(NTE 2%of lines 1a,b,&c) $ 97.00 1.CRAFT LABOR COSTS $ 4,947.00 2. MATERIAL COSTS a. material costs $ 8,943.26 b. freight costs(itemize) $ 2.MATERIAL COSTS $ 8,943.00 3. EQUIPMENT COSTS a. owned equipment(per spec approved source) $ b. rental equipment(per invoices attached) $ 3. EQUIPMENT COSTS $ - 4. Consumables a. Consumables(NTE 5%of 2a) $ 447.16 4.CONSUMABLES $ 447.00 SUBTOTAL 1 thru 4 $ 14,337. 0] 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 2,150.55 5.OVERHEAD&PROFIT $ 2,151.00 6. SUB-SUBCONTRACTORS a. Pipe Insulation $ 1,855.00 b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ 1,855.00 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 92.75 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ 93.00 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 553.08 8.INSURANCE $ 553.00 9. BOND a. bond 0.00 %of 1-8 $ - 9.BOND $ - Form Revised 1/28/2019 This change adds 5 calender day extension TOTAL COST $ 18,989.00 COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost 4"no hub pipe and ftgs 55 ft $ - $41.62 $ 2,289.10 $ - $ 2,289.10 3"no hub pipe and ftgs -45 ft $ - $32.07 $ (1,443.15) $ - $ (1,443.15) 2"no hub pipe and ftgs 70 ft $ - $23.19 $ 1,623.30 $ - $ 1,623.30 2"cpr pipe and ftgs 65 ft $ - $36.99 $ 2,404.35 $ - $ 2,404.35 1 14"cpr Pipe and ftgs 10 ft $ - $18.57 $ 185.70 $ - $ 185.70 1"cpr pipe and ftgs 10 ft $ - $13.42 $ 134.20 $ - $ 134.20 3/4"cpr pipe and ftgs 20 ft $ - $9.15 $ 183.00 $ - $ 183.00 1/2"cpr pipe and ftgs 70 ft $ - $5.61 $ 392.70 $ - $ 392.70 Added excavation 90 ft $ - $16.00 $ 1,440.00 $ - $ 1,440.00 FD-1 1 ea $ - $265.98 $ 265.98 $ - $ 265.98 Water closet carrier 1 ea $ - $980.07 $ 980.07 $ - $ 980.07 urinal carrier 1 ea $ - $488.01 $ 488.01 $ - $ 488.01 Labor Subtotal Is - Superintendent hr 139.82 $ - Lead Foreman hr 128.34 $ - - Journeyman Plumber 40.25 hr 120.50 $ 4,850.13 $ $ - $ 4,850.13 BIM Modeling hr 116.16 $ - - Total Cost of Work Form Revised 2/27/2020 $ 4,850.13 $ 8,943.26 $ - $ 13,793.39 Page of Issued 5/3/2024 CONSTRUCTION From: X OWNER CHANGE ARCHITECT DIRECTIVE CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building DIRECTIVE NO: CCD-003 (name, address) 12607 SE 248th Street Kent,WA 98030 DATE: 4/29/2024 TO CONTRACTOR: Bayley Construction PROJECT NUMBER: FAC 23-09C (name, address) 8005 SE 28th Street Mercer Island, WA 98040 CONTRACT DATE: NTP 3/19/2024 DIRECTED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s) in this Contract: 1 Add WM toilet&urinal carriers, plumbing, water, & blocking for future toilet room located in Room 101 - Lobby/Waiting Attachments: 1A1.OB, 1A2.1B, 1A2.4, 1A3.19, P1.1B, P2.1B ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1 Bayley Construction agrees to calculate proposed adjustments to the Contract Sum and Contract Time consistant with Section 00 72 00-Part 7&01 26 00- 1.06 of the Contract Documents. 2 Bayley Construction agrees to provide an estimate of proposed adjustments to the Contract Sum and Contract Time within 2 weeks of recipt of this CCD. 3 Bayley Construction agrees to provide monthly updates on completion and potential impact to the Contract Sum and Contract Time. Provide additional documentation on an attached sheet to support time and cost per 00 72 00- Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor, this document becomes effective IMMEDIATELY Contractor's agreement with the proposed shall proceed with the change(s)described above. adjustments in Contract Sum and Contract Time set forth in this Construction Change Directive(CCD). Wagner Architects City of Kent Bayley Construction ARCHITECT OWNER CONTRACTOR 1916 Pike Place#221 400 West Gowe 8005 SE 28th Street Sea A Kent, WA 98032 Mercer Island,WA 98040 B BY G'G .e BY DATE �� DATE 5/F/2f1�4 DATE 5/3/2024 7 6 3 W A G N E R 81/2"° 4'-10" ° 14'-6" Soo o EQ. EQ. 0 IV I IV I14'-6" ° 4'-9" 3'-1"° 14'-6" ° ° 14'-6" ° 4'-7" 8'-0" 13'-2" 5'-8" 14'-0" A R C H I T E C T S CV AD lo sco PLANNER S I — `-'� — ti _ 6 — 1916 PIKE PLACE I EDGE OF APRON, + + + + SEATTLE WA 98101 TYP. SEE DETAIL 14'-0" 5-2 1/2" I 14'-0" 5'-0" 3'-0" 20'-0" 1 5'-2" 14'-0" +++++++ FS GENERAL NOTES 2 0 6 • 4 4 8 • 2 5 2 8 I 9/1A1.0 FD FCO + + + + ❑ GRIDLINES A AND G ARE AT OUTSIDE FACE OF + + + w a g n e r a r c h i t e c t s c o m I BOOT WASH, SEE TRENCH DRAIN, SEE +++++++ F FSo COLUMNS AND INSIDE FACE OF GIRTS. DETAIL 8/1A1 DETAIL 3/1A1.1 + ++++ 0004003 FC GRIDLINES 1 7 AND 16 AREA AT INSIDE FACE REGISTERED RECESSED WALK-OFF 9'-3112" 13'-8" 12'-2" � �� FS > MAT, SEE DETAIL 12/1A1.0. I 14-11 1/2 5-9 OF GIRTS. ARCHITECT 15'-1 1/2" 13'-8" 1'-9 1/2" W 5'-11" 14'-6" \40` 0 14'-81/2" 14'-10 1/2" ALL OTHER GRIDLINES ARE AT CENTERLINE E T E WA NER o FD PFD FD FD MOF COLUMNS. srnrE of wnsHiNcr N 6 2 1/2" — — — '-0 1/2" Consultants: + + + + 1+ + + + + _ I FCO I + + + + FLOOR DRAIN, FCO RECESSED N + + + + + 6'-2" ° I+++++++++ �, TYP. CREATE SLOPE 4 SLAB ON WALK-OFF 14'-0" I+++++++++ CREATE SLOPE 48" 48"AROUND GRADE W/ SLAB SLOPED MAT, SEE + + + + AROUND FLOOR TO o FLOOR TO DRAIN. #3 @ 15" TO FLOOR DETAIL + + + + + + + + DRAIN. I co � o I I+ + + + + q O.C. EW DRAIN, TYP. I 00 1+++++++++ ° a 6" SLAB ON GRADE W/VAPOR I I+++++� +�� + �� N �� 3'-101/2" W/#4 @ 18" O.C. EW RETARDER 7-3 101/2 SLAB SLOPED SLOPE 48 AROUND 6" SLAB 4" SLAB I I 16-1 1/2" TO FLOOR FLOOR TO DRAIN, DRAIN, TYP. TYP. 1 I FD® , 4" SLAB ON Be 7 1'-8" C:) Fp ® ° FCO I I GRADE_W/ L J O.C. EW - ° N FCO ° HOUSEKEEPING SLAB FID 6" SLAB ON GRADE I W/VAPOR I W/#4 @ 18" O.C. EW I RETARDERCD BELOW LOCKERS, TYP. -10 C 5-5 m SEE 7/CS.8 6" SLAB I 4" SLAB FD I < ® 15'-21/2" 1 V-101/2" ® ° FID FD - FD FID - o ti l WCo 81-6" "D 'FCO CD ° 8'-101/2" FID FD I I I I FIN. FL. ELEVATION OF BLOCKOUT FOR I i 1 522.75 4" RECESSED . �1 I BLOCKOUT FOR RECESSED SHOWER 15'-3 1/2" 14'-3 1/2" 1 SHOWER-VERIFY 1 E T -VERIFY LOCATION IN FIELD LOCATION IN FIELD 5�, T ri N04g 1 15'-3" 14'-31/2" ELEVATOR PIT, co h SEE 2/1A9.5 KEHOC Lu M �3'4)11 I 1 4'-2" 1 _ ® l Warehouse & Office o I 20'-411bo ® HOUSEKEEPING SLAB BELOW FID Building 61/2LO " I FD LOCKERS, TYP. SEE 7/CS.8 FD V-6" ,w l if I "' EQ. EQ. I SLAB � 1 12607 SE 248TH ST z l 7 I ISLOPED TO I KENT WA _ I SLAB SLOPED TO FLOOR N N FD 5 3/4" 8'-2" MECH. CHASE OPENING ABOVE 98030 TRENCH DRAIN, TYP. CREATE SLOPE 48" DRAIN, M ti FID I I AROUND FLOOR TO DRAIN. TYP. U FD =, VERIFY PRECISE LOCATION IN SEE 12/1A1.1 _ u FIELD. TYP. - SEE 9/1A6.2 — � CONSOLIDATED I - - J N 11_611 BLOCKOUT FOR SET I — C:) I �' o — — 0E. 3 ti ti RECESSED I 1 I ®FD IFD® l w 1 o SHOWER-VERIFY 1 JOB NO. 20223 RECESSED FCO LOCATION IN FIELD = Date Revisions \ MARCH 19,2024-NOTICE TO PROCEED WALK-OFF M T, C, FD SEE DETAIL - 4 SLAB ON GRADE W/#3 0 ti 4'-2" 6" SLAB ON GRADE 1 04.29.2024 LOBBY REVISIO r� 12/1A1.0. N 214 1/2" W/#4 @ 18" O.C. EW oor @ 15" O.C. EW w I I 7'-1" 1'-0 /2" a' ° FCO _ W/VAPOR RETARDER A B N FD ® FD o v CD 0 131 FCO _ ° 6 SLAB = 4 SLAB z FID ck + + + + + -411 13'-9" o o FS o N w I _ I + + + +++ CREATE SLOPE 48" F ® _ _ _ _ _ _ _ C N + + + + 1 00 19-7 1 U I I + + + + + Fp AROUND FLOOR To FID 1 + + + + + + + + I � i + + ® DRAIN. ® FC0 Sheet contents S 41_311 71_011 71_111 Z I + + + + SLAB PLAN, ° , „ "' I ++++++++ ° 22'-21/2" ° 1 2 FCO + + +++ + + + + + + + + — I TRENCH DRAIN TYP. _ +++++++ 12'-10 1/2" '-5" GROUND LEVEL 'B' 0 0 ��' 4'-3" 14'-0" + + + + I o SEE DETAIL 6/1A1.0 Fp +++++++ WALK-OFFRECESSED °°° C*111'-1" 14'-6" '��CD rr OQ 3'-8" 14'-0" 5'-2" 14'-0" _ _ +++++++ MAT, SEE �, (� N J� UiL N CV + + + + „� + + + DETAIL wo o + + + + o °Q I +++++++ 12/1A1.0. c ti co _ O I EQ. EQ. + + + + _ All material appearing herein constitutes the unpublished and CV + + + + _ original work of the architect and may not be duplicated, w Cy r �� n �� r �� C 4 CN CV used,or disclosed without the written consent of the architect. Z 81/2" 3'-31/2" 14'-6" 14-6 4-11 3-5 14-6 4-11 14-6 3-5 - o ++++++++ w ti ;Il TAI CO + + + + , n r n n i n n n CV CY � o 0 o ''BOLLARD, TYP. SEE ° ° co a' + + + + -5 11 -1 8 1 - 11 -5 1/2 -5 CY o Ln �� ti + + + + 00 Sheet No. BOOT WASH, SEE DETAIL13/OA1.6 ENLARGED SLAB PLAN NORTH, GROUND LEVEL DETAIL8/1A1 o 0 0 0 0 0 0 w f SCALE: 1/8"=V-0 10" 5'-3" 6'-7" 6'-1" 16'-9 1/2" Z0oE 1A1 ■ OB W bj 0w fy J 0—� wOwx NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 /2___� 1 2 2 1 3.7 13,6 1A3.2 1 3,6 2 I WAG N E R - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 15 16 H B 1 18 19 20 [ 21 2 23 — RISER ROOM P L A N N E R S d. . a D.S. D.S — J� D.S.o — — — — - - - - — _ 1 91 6 PIKE P LAC E U�E _ = 10'-11/2" T SEATTLE WA 98101 I H.B. H.B. 11900 WALL CL OF GRID I� J � � — � VESTIBULE � } � GENERAL NOTE: 2 0 6 4 4 s 2 5 2 s I @ _ _ n WALLS ARE DIMENSIONED TO EDGE OF FRAMING wag n era r c h i t e c t s c o m 121 � u UNLESS NOTED OTHERWISE I FLUSH METAL SILL. SEE 1 — 10 Q °154 �Q SILL DETAIL 13/lA1.0 — ELECTRICAL/I "' MECH. ROOM- N1 DOORS ARE 5" TYPICAL (INCLUDING JAMB) FROM o004003 REGISTERED I S8 139 140 I.T.LT. F = 8'-7 1/2" 9'-4" T _ i FACE OF WALL UNLESS NOTED OTHERWISE L. ff ARCHITECT I PW SIGNS & PW DRAINAGE — < V-7 1/2" _ 12 13 14 SOLID WASTE VEG. 7-0 N SEE SHEET 1A8.12 FOR WALL TYPES — � ETEWANER ch 0? STATE OF WASHINGT N D.S. — J L — � o ti OFFICE Consultants: I 10" , 1 A3.36 ti 101,1WJ-�IAUQ M1 ti¢ � NOTE: SEE SHEETS I III co TRACK MOUNTED 7 1/2" III RETRACTABLE 122 1 1A4.0 & 1A4.1 FOR 138 136 INDUSTRIAL WALL MDF 118 III CONCRETE TILT-UP WAREHOUSE CORR. CURTAIN W/2 WALK — — ROOM 171_ 7 — — PARKS 116 N2 PANELS XX I THROUGH STRIP T — �T — — T� � — — OPEN OFFICE OFFICE III DOORS � —ICI ICI— � '-5 1/2"4'-2 1/2" �� - - I T-1" V-01/2" SHOWER � 0B.7 ' �� M I�I I�I N � � 7'-2" k Ph 4'-0" 4'-4" L L o — — - - - - - - - - - - - — — _ — — _ — — — — I M 52 61 g 1 1 p1 5,-0„ 1 6 0 0 0 0 0 ti I� 11 1 [ - - , ti 115 I 15 24 134 T � � � 1B 4A 131 g LI I� �I IJ L I� � � — � � � N3 AUNDRY �J 1A3.12 M 129 — OFFICE 25 34 62 70 N N s�M. OMENS 1 r1 L J L F_ — -1 I 137 �, / 61 79 ROOM M Q M 3D L CK R `�% �¢O WALL @ CL 0 CN T _ 1 A3.1 9 13 WQMEN S WI EOF GRID F — I WAREHOUSE c? ® 1A9.1 135 ® 1A D13 B — 36 14 17 �, _1 _ — 3D 2B �, / 123 L — 1 OFFICE —— 44 DRYING 80 86 o 3'-0" ' ' 18 1l'-01/2 3'-0 1/2" 2'-0" 130 1A . 1A3.11 — — OFFICE 13.5 T ROOM 87 93 ¢D 36 / WORKO T 6 �, a p l SHOWER / — � � � IF- -]L — I U P I 47 21 _ / 30 M 3'-6" In M 1 11 IF — 11 1 94 99 — B 22 29 CLR L II I U uL _1L —1 — KENT �— — 80 „ „ „ „ „CO ,_ „ ,_ „ ,_ „ ,_ „ „ ,_ „ ,_ „ ,_ „ _ 7-6 -1 N4 WASH IN GTON 5-3 1/2" 8 61/2 16 71/2 1 10 133 1 7 7 41/2 �,21-6'11 5 8 124 5 5 5 4 5 1/2" 1 7 5 8 7 4 _ PARKS F- -1 ti 1 1 D WALL @ CL OF UNISEX WC 1'-6" CORR. "'WALL @ CL a OPEN 1A3.10 OFFICE ® � KEHOC L -1 M GRID, TYP. &SHOWER ————— — OF GRID WALL @ CL — — — — — — — — — o Warehouse & Office I I OF GRID 1 4 N 54 _ 4 o l 1 I 1A9.0 /15 � 53 _ � 85L=1�3'-2' 7'-1" 5 V-0 1/2" �n ® WALL @ CL / ® �, , / 2D ® � I I I I Building 52 126 OF GRID 1 1 _ 86 MEN'S Wt 1A3.10 0 _ I 110 ' I _ g 2 MENS / „ „ „ g M N I I 105 I I � 3 1 D 1 A3.3 3-2 4-5 O N � V. I I � 0 13.4 44 45 LOCKER[] 116 17 "' ¢ M I I CORR. 1A3.18 12607 SE 248TH ST 19 ROOM 87 > 91 2 2 N 1 p . O O O C� I I I �, 20 23 92 96 2 2 ,� 11 128 — 1B U I I - — 112 KENT, WA 1/2" 6'-61/2" ® �__ 1A3.12 - JJSH WER z — 4 _ _ PARK N5 98030 I D 3D 1A9.5 I _ 109 N KITCHENETTE 127 1A3.9 _ — — I STOR. ti &TEAM ROOM Q _ 4 38 51 110 23 �, Q 10 V I — a Q 24 — — 37 97 — 0 3 — 3 SHOWER H& 36 0 0 0 0 0 0 Q JAN. —I _ — CONSOLIDATED W - c�� —J— — °° E SET W CV — 102 J 4'-111/2" 6'-7" 3'-1" z 143 9-101/2 CO R. 7 1 7'-0 1/2 4 3 J I PW WATER7: ® ® JOB NO. 20223 0 P 106 6 1/ 21- " Date Revisions CV FIRST ��<� MARCH 19,2024-NOTICE TO PROCEED AID 1A3�0 �� 1 04.29.2024-LOBBY REVISIO Q I o o ELEC. �n 4 aQ III I III 142 103 = �II� N6 N I IIII T WATER/ ® WATER N IIII I STREET VEG. I N I � J � I _ � z 2A 1A TEST LAB Z �' �_ � o A3.18 � I z 141 z I /Q 113 � 16 o AWA3.37 � J �-�W.37 ¢ 16 12D9 STOR. z I — — — — — PARKS — — — — CY 1,_' CY ' 0 M N Z I CASEWORK, z� Sheet Contents I WALL @ CL SEE 8/1A4.3 1 4'-101/2"oe 104 FLOOR PLAN :01OF GRID, WALL @ CL OF N �T 0 A B ' TYP. III GRID, TYP. 11� - N CONFERENCE N7 GROUND LEVEL 'B' 11 IF ROOM i I D.S. - 4D N 16 E15 E13 FUTURE ADA 1� D.S. ° ° CD N I co Z E14 RESTROOM, SEE 1D 3'_9„ � Q � 4B 2B/l A3.19 w I I S1 H. o H.B. 16 101 — — O — — — W O o LOBBYIWAITING All material appearing herein constitutes the unpublished and D, D,S, original work of the architect and may not be duplicated, H.B. _ used,or disclosed without the written consent of the architect. Z Z 1 12 Ell E10 E9 E8 C — E7 E6 MD E2 E1 Sheet Na. Lij ry - - - - - - - 1A3.1 S0 oa ° o o ° w�� 0 ENLARGED FLOOR PLAN NORTH GROUND LEVEL D S a D.S. Z oIjj o SCALE: 1/8"- 1 0° E5 3 E4 E3 1A201 0w 13.6 J d� EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 1 GENERAL NOTE: W A G N E R CEILING FINISH IS EXPOSED STRUCTURAL METAL DECK, A R C H I T E C T S 1 O O O O O O O O O O O UNLESS IDENTIFIED OTHERWISE P L A N N E R S 1916 PIKE PLACE — — — — ----------- ---------- - ----------- ----------- --- — — — --- - -- - SEATTLE WA 98101 CREW I I 1 2 0 6 • 4 4 8 • 2 5 2 8 LEGEND wag n era rchitects c o m I I I I I GWB 0004003 REGISTERED OARCHITECT 7'7 � � � � � � ❑ ❑ CEILING SUSPENDED ACOUSTICAL I ® ® ETEWANER STATE OF WASHINGT N Op O -On 0 0 0 0 0 — — — Consultants: I e ICI I 0 0 I � 0 0 0 ❑ ❑ I ® ' n r COD RIP 0 _ limmmmimcmili I I 0 0 0 0 0 ❑ ❑ I Ell m I � � Ott F A gda— I L r J 0 F III Ell o I ❑❑ I _0 AF TBE (NE11, 0 ❑ 0 '-0" AF -0" F —0 F I I ----- ❑❑ — ❑ 0 0 I I ° � 0 ❑ ° I I I ❑g (�F — — I IEMCEE T WASH I N G T O N Q � ❑ I I Q — — — — — — ❑❑❑❑❑❑❑000❑❑❑❑❑ — — — — — D. KEHOC w I — — ——— I Warehouse & Office w a a I I I Building z o ❑ ® ❑ I I1 12607 SE 248TH ST � o o I ,_ „ I }' KENT WA � i � 0 AF u ° ——- 98030 I a a � � a a ❑ ❑ IIAF I CONSOLIDATED 111F SET ❑ 0 ❑ ❑ ❑ — � ® JOB NO. 20223 I I =010CRE 1 � Date Revisions I ® MARCH 19,2024-NOTICE TO PROCEED I ❑ ❑ ❑ 1 04.29.2024 LOBBY REVISIO 0 0 0 0 0 0 0 0 0 0 w N I z ❑ ❑ ® ❑ 0 0 I 0 0 0 0 0 0 0 0 0 T Tr — — w � I U ® Sheet Contents I 0 � i 0 � 0 0 0 0 ° � ❑ ❑ ® ❑ ❑ ® ❑ 1 REFLECTED CEILING PLAN,® GROUND LEVEL ,B N I 0 0 ❑� 0 0 0 0 0 ° ° CD ILLJ IN I 1 z O p All material appearing herein constitutes the unpublished and O O O _ O O O O O O original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. F_ w O O O O O ry N Sheet No. o U � ENLARGED REFLECTED CEILING PLAN NORTH GROUND LEVEL o 0 °®° LJryw Z a1A204B o o N SCALE: 1/8"= V-0" zQ w Ijj 0w fy J d� wOwx NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 W A G N E R A2 ARCHITECTS NEW FIXTURES - SEE PLANNERS PLUMBING, TYP. SCHEDULED WALL 1 9 1 6 PIKE PLACE PROVIDE BLOCKING FOR S E AT T L E WA 98101 -- ----~ FUTURE WM 2 0 6 4 4 8 2 5 2 8 rr--� w a g n e r a r c h i t e c t s c o m ACCESSORIES - SEE Lj NEW 3.5" CFS WALL CS.7&CS.8 TYP. �2A 0004003 1A3,19 NEW FIXTURES - SEE 1X VG FIR w REGISTERED ff PLUMBING, TYP. WOOD CAP ARCHITECT A6 A15 INSTALL CARRIER _______ ___ M NEW HM DOOR FOR FUTURE WM WC. -� STATE of WASHIATNER SEE SCHEDULE. 0 1'-4"MIN. J Consultants: NEW CFS WALL _�----� t--------_ _______ ______________________� ————————————————————— NEW FIXTURES - SEE PLUMBING, TYP. "' a SCHE ULED WASTE, SEE PLUMBING, TYP. WEST FACING PLAN DETAIL FUTURE LOBBY WC A WALL DETAIL FUTURE LOBBY W 2 SCALE: 1"= 1'-0" SCALE:` SCALE: 1"= 1'-0" G 3 DARK STAIN AT . S BOTTOM COURSE ET o z OF WAINSCOT, `� c� WASH IN ri T Oz I I o J a THIS WALL ONLY 1X VG FIR WOOD CAP o J a 75" TV w H U H U 0 - o BIKE RACK STUB WET WALL 0 - o 86" A.F.F. / \ KEH °° d Warehouse & Office 00 0 00 - U O ADA COUNTER - U O Building � ¢ � 80 CD 12607 SE 248TH ST CV fV KENT, WA © © 98030 #101 LOBBY - S UTH ELEVATION #101 LOBBY- WEST ELEVATION ic SCALE: 3/8"= 1'-0" CA "- 0" CONSOLIDATED SET JOB NO. 20223 Date Revisions CD MARCH 19,2024-NOTICE TO PROCEED 1 04.29.2024-LOBBY REVISIO Q G 3 w W I N a� Z_ Q W Z W W W U L.L C7 L.L Ur Sheet Contents CD O z \ O z z o w a o w INTERIOR � � w � U w O - O O - o BIKE RACK ELEVATIONS CO � 0— En � a_ O � O O O U) N ~ O O ~ O O N -6� U H � U H H U Ld cn W O All material appearing herein constitutes the unpublished and ae original work of the architect and may not be duplicated, d used,or disclosed without the written consent of the architect. Z N #101 LOBBY - NORTH ELEVATION #101 LOBBY - EAST ELEVATION Sheet No. = N 1A 1B SCALE: 3/8"= 1'-0" SCALE:3/8"= 1'-0" Wry z LLI �oL 1A3019 ry W W W U W �a-� I a�0 x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 FOR CONT. F R CONT. F R CONT. I.E.=517.18 SEE CIVIL SHEETS I.E.=518.69 SEE CIVIL SHEETS CIVIL SHEETS GENERAL NOTE � � � � � � �, 6" FIRE � 1. VENT PIPING SHALL BE INSTALL IN W G N E R 4 8 / 7 4 SD UP 6 / 5 / 4 SLOPE @ 2 % 2 SPRINKLER 1 ACCORDANCE WITH CHAPTER 9, VENT 4 TO SCO 4 4 y 4 4 SERVICE 1-1/2" GAS AND TABLE 1002.2 UPC FOR MINIMUM/ ARCHITECT S 4 SD SID 4 4 SERVICE MAXIMUM HORIZONTAL LENGTHS OF P L A N N E R S 1 SLOPE O 1916 PIKE PLACE 7 3 a4 18 13 11 17 TRAP ARMS. ' — — — o I o / SEATTLE WA 98101 15 � , PLAN NOTES 206 . 448 . 2528 4" SD UP 2 1 1 1 7 1 4 7 FOR F SEE CONT. O 4" W UP TO TRENCH DRAIN. w a g n e r a r c h i t e c t s. c o m TO 4" AREA F.F. 522.75 DRAIN IVIL 7 6 11 4 2 4 SHEETS O 2" V UP. 2"--- 6" DOMESTIC4 6 6" 16 /-3" WATER O 4" W UP TO FCO. 4" W UP TO FCO. oF TYP. P0.4 3 SLOPE @ 2 % 2 3" 2„ 2" SERVICE PROVIDE CLEANOUTS EVERY 100' PER 4„ 4„ - FOR CONT. WA STA AMENDMENTS OF UPC 707.4. L OWS 2 SEE CIVIL r0,p �'� 43283 �0 SLOPE @ 2 % � O °.��, GISTE�' I 4 - 2" 2 9 2 10 SHEETS 4 2 WUP. `rSIONAL 2" 1 14 4 14 (TYP.) O5 24"X24"X 24" SUMP. Consultants: „ 14 .b MIN. 10-27-2023 6" 6 2" DISCHARGE UP. FOR CONTINUATION (104" SEE SHEET P2.1 B. 7 16 4 O O7 2" W & 1-1/2" VUP. w I tjv�_= 4" II @) O 4" W UP. TRES WEST � O9 3" W UP. ENGINEERS O TRES WEST ENGINEERS, INC. U) 10 3" DOMESTIC WATER SERVICE UP. FOR 2702 SOUTH 42ND STREET, SUITE 301 CONTINUATION SEE SHEET P2.1 B. TACOMA, WA 98409-7315 7 Phone: 253.472.3300 I 12 TYP. 11 6" FIRE SPRINKLER SERVICE UP. FOR 8 4 www.treswest.com OF �5 CONTINUATION SEE SHEET P2.1 B. 4 12 4 2 _ 4 7 12 1-1/2" VUP. Omp Pn 13 6" W UP TO FIRE SPRINKLER 3" SLOPE @ 2 % 3" 3" 211 3" WUP O 2„ 4 4rr Orr W TEST DRAIN. � r TO FCO 4" 1 4 2" 12 4 4" g S4" W UP TO FLOOR DRAIN. 12 4 2" 2" I .b4 15 6" FIRE SPRINKLER SERVICE TO FDC. 4 311 12 8 2 12 2" 12 6" W UP TO FCO. w .4" 4" I 16 4 _ 4„ 4 „ z 2, 4 12 7 2 4 17 FOR CONTINUATION ON SEE SHEET P2.1B. ° 11 4 12 ��9 18 3" VUP. T UNil 1 11 4" 21' H 4KEN I Ll Q 51A5 H I N GTi}" 4 I � SLOPE @ 2 % �, I Ll 2" - _ 4" SLOPE @ 2 % 4 4". - 12 3 211 T3r, 4 TYP. OF 7 D / KEHOC 7 -2"W UP 3 O Warehouse & Office l I 1 3" W UP--" 7 1 1 Building 2" O � TO WCO O 4 TYP. 4 4" 5 SP-1 , ' 12607 SE 248TH ST o OF 6 0 0 0 6 KENT, WA N 7 I ` 98030 � 3"W U P 3„ 3„ 4 d' 3 9 7 TO WCO 2 2" WUP J 411 TO WCO I �—TRENCH 4 O O 0 O I 2" DRAIN - - - 4 - - - I � � CONSOLIDATED 4 SET 4" UP 4 TO CO TYP.O o 4 4" WUP 2"WUP 4 OF 6 Li 3" 7 �I TO FS i I � TO WCO �� JOB N0. 20223 Date Revisions 2" - R� 7 7 0- MARCH 19,2024-NOTICE TO PROCEED 3" WUP 1 14 ) T 7 05.01.2024 REVISION 6 � 2 4 4„ TO FCO 3 „ 4" 4 4 14 1 I 1 14 « SLOPE @ 2 % OWS �1 4" - 2" - 2 - LJ 7 �-TRENCH 2„ 4 DRAIN 4 1 „ - „ - - - -- - - - - - 4 4„ 12 1� 2rr 4" 4 w UP YUTU-1. F SLOPE @ 2 % TO WCO 2„I 2„ 4 4" 4" 4" 4" W UP 7 Sheet Contents 9 TO FCO ENLARGED PLUMBING 12 2 4" 7 4 4° 4 P0.4 z FOUNDATION PLAN 4 NORTH 0 7 7 I 7 1 3 P0.4 TYP. 1 12 2" 1 4" 4" W FOR � 4" SD UP 4 FUTURE 1 TO 4" AREA 2 1 rDRAINTRENC1 RESTROOM DRAIN ((TYP.) 7 4 177 All To l appearing herein constitutes the unpubrwhed and original work of the architect and may not be duplicated 0 0 0 / used,or d'scloaed without the written consent of the ardidect. FOR CONT. Sheet No. SEE CIVIL I.E.=518.00 SHEETS A z P1 . 1B ENLARGED PLUMBING FOUNDATION PLAN NORTH ° ° 7 PLAN NOTES o o 4 SCO P-7 P70. TYP. � J Y TRENCH �- � FOR PLUMBING WORK 10 1/2" HW, CW, 1-1/2"V& 1/2"G DN. WAGNER b 1 IN THIS AREA SEE ENLARGE ° DRAIN TYP. „ 02 1/2 CW, 3/4 HW & 1-1/2 V DN. PROVIDE ARCHITECT S 4 AD PLUMBING PL N 1/P2.2 iiiiiiiillillillillillillilliillillillillillillilliilligO " 4 ❑ 5 4 P-7 4 [ ° � .^ � � DER ROOM 1/2" HW, HAMMER ARESTOR UNDER PLANNER S I ° -- - FFFT COUNTER TO DISHWASHER W/SHUT `� 2 2 15 15 + +++++ 1 1 i OFF VALVE AT STUBOUT. 1 9 1 6 PIKE PLACE TRENCH 15 L - - - - - 1r- - - - - - rr - - - - - - - - - - - - - - - - - - - - - - - - - - -2—, - - - - - - Tr + +119 + -- SEATTLE WA 98101 DRAIN TYP. P_8� 15 P-8 g „ 4"FCO �EST4�ULE -- � — L O 1/2" CW, HW & 1-1/2" V DN. 2 0 6 • 4 4 8 • 2 5 2 8 2FD O + + + + + + + wagnerarchitects. com 7 I 121 ❑ 5 ++++ + I �154 I O 3/4" CW DN. ELECTRICAL/ + + 139 140 2" I I.T. — — — 1-1 — — — — + + + M CH. ROOM I O 2"V DN. WA PW SIGNS & 4"FD TYP. PW DRAINAGE I ___ - _ I O 2" V UP. � �> SOLID WASTE \ P0.5 VEG. I 5 G mom _ _ _ TRENCH 7 0 4"FD 0 4" D ❑°FD o \ 0 4"FD L � ' � � � � �' � w ❑ ❑ � ❑ O 1/2 HW, HAMMER ARRESTOR UONDEER �� GISTY, DRAIN TYP. � �VIDE 43283 GAS UP OFFICE — COUNTER TO DISHWASHER W/SHUT SSIONAL � + e TO GUH1-5 0 OFF VALVE AT STUBOUT. Consultants: 10-27-2023 I311 + 2rr 5 P. 08 2" WDN. o „ P0.4 o + + + 4" FCO - 7 4" 0 +++++++ + / 3/4" 122 1-1/4" 09 2" WUP . + + + + I ' 118 I 138 ++ +1� + I � I I MDF I � � 116 10 3"V UP. I(A�A _ I WAREHOUSE + CO�tR. 1/2 ROOM �4PosT� RKS 0 + + 3/4" RACK 0 OFFICE OFFICE 11 1/2" CW & 1 1/2" V DN. TRES WEST + + + + + 74 POST I 4 POST + + + + RACK RACKENGINEERS c> FOR PLUMBING WORK �4PosT� 4POSTRACK RACK O 1-1/2"V DN. 3/4" 132 IN THIS AREA SEE ENLARGED a PosTd 4PSTI 12 TRES WEST ENGINEERS, INC. „ 1/2" TEMPERED PLUMBING PLAN 2/P2.2 L RACK� RACK-1 " WATREET SUITE WATER DN TO SHOWER 2 O 2702 TACOMA ND STREET, SUITE 301 13 1/2 CW, 3/4 HW & 1-1/2 V DN. LOOP HW 315 2 FD _fig - - 2 W UP & DN WITHIN 12 OF LAVATORY STOPS TO Phone: 253.472.3300 P-5 12 1/2 CW UP TYP MEET WSEC REQUIREMENTS. www.treswest.com ENGINEERS 2"FD ❑O - - — �^ °C�I' ° — — — — 14 3/4" CW DN TO RPBP. CONNECT CW TO - - - - - - - - - - - - �-� - - (13 — '�- _ M�Z_�1-1/2 ° Lli2j ° ❑ ' 6Z 6L) 011O 'r1'r 134 -�� f IJ15 PROVIDE PROTECTION FOR PIPING l- ELLIPTI AL DOWN WALL. - AUNDRY III "` Iz ROOM € S' — I 1293/4 1rr 1 — � —� ' FN'S WC .>', I 211 rr N I WAREHOUSE 1-1/4" 2' 135 2TD JOE OFFICE DRYING — 123 o 4"WCO OFFICE � I ROOM I ® I= WORKOI�/2" CW UP 3 I o— ❑ I r?nM4T�P-13 m z I P-11 ��. - 1/2" CW, HP'7nI L ' = 1 I & 2"WUP 2" WDN ® Q I , 1 , P-101 I c� , KENT 12 1 rr �T33 124 PARKS _ �. -. I - -1/2" — � — — — — � `�1ksLAiucr:Dh 2-1/2" _-_ -- -_�_ I , , " OPEN _ — — — — — — — — — 1-1/2" UNISEX WC 1-1/2" CORR.; 2 — - - - - - - - - - - - - r51=#Ot�tE - - � — ° OFFICE �1-1/4" -- - - - - - - - I , - — — — - — — o — — — __ r — 4 KEHOC G ' 9 f Warehouse & Office 3/ " 12 125 1 5�, 1 1 2° 0 126 r® MEWS WC I ® 110 Po.4 7 --- � - - - P- P0.4 TYP. ✓� 2FD 2FD I I 05 ' ---ill Building MENS V. 21 1 E=a 1/2" ��1/2" CW UP LOCKER I _ I rrnRR r TO P-13 TYP. OF 31 ROOM 1 ❑ I +I^nw o TO P-3DN 12607 SE 248TH ST 128 I C) JIB " I 1/2 1/2" CW, HW 1-1/2"V UP -, S� E� — J ® � `� 3 - 11 ' KENT, WA -- 1/2" -- -- & 2" W UP 7 _C I 12 98030 s TRENCH " — — — — 2" 2 WDN DRAIN 9 2"W DN 1-1/2"V UP J SHOW R ® 0 —I 1�6 1-1/2" — _ — PROVIDE �� P-�1 12" WCO 112 ' 1 — - -- — — FS — — — -� 2 1-1/4" � � � � � � � 10 " PARKS � c c G G G G G c G G 102 KITCHENETTE CONSOLIDATED 143 3/4" P-5 3 1-1/4" 9 1/2" CW, 9 CORR. 1-1/4" &TEAM ROOM — '�� SET PW WATER7 I -- -- - �= r rr 3/4" "FD - ° D 2 WUP 1/2" C 1-1/2"V UP 106 1" IT JOB N0. 20223 o --- P-5 F_ „ 2" Date Revisions 3"FCO 3 � 107 1/2 WDN FIRST MARCH 19,2024-NOTICE TO PROCEED ELEC. P-13 AID P-14A 05.01.2024 REVISION 6 7 rr 5 P-f6 1-1/4" P-18 1/2" r, ° 5 CO 4 FD TYP. 3 G G 1/2" CW DN 4 FD ❑o �_� �, TO P-13 4 FD 1 15 o R T -� -- --- III 1 TRENCH 4" FCO T qg ZI 3/4" 3/4" P-14A, 7 �J� + I �' DRAIN 14 r 2"FS— rr L 1 7 10 WI_ � P-17 7 1 141 P-1 PARKS L - T + 142 2rrl 1/2" _ 13 P-3A ❑2rrFQ I P-19 ELEC. _- �o� — — - ' lJ 2 1 I F2 ++++ +++ I WATER/ GAS UP �` — — — — +'I 12 2rr �� 0 4 WCO I + + STREET VEG. 5 rr �� — _ — — — — + 2„FD_ 2FD TOGUH143 - - - � - - - - ++++ + GAS UP ❑° 1- -- -- i -- 0 4"FCO +++++ 12+ i TO GU H 1-6 15 4" FCO o 2 FS' I -1 J 3/4" I 3/4" sheet Contents J + + + + rr I 1 ++++++++j 1 1-1/ GAS UP 1 104 2 9 TYP. + + + + 2 + + + + + I TO GUH1-7 7 ? � 1/2" P0.4 ENLARGED DOMESTIC L — 1-1/2" + CONFERENCE PIPING PLAN NORTH, o - - - - - - - - - -L 2" CW, 1/2" HW 3/4" ❑ ++1+ + 1 o GROUND LEVEL 1 2" 3/4" FOR FUTUR 2"FD ❑ ❑ I RESTROOM 1/2" G DN 1 I 1 P-8 _ _ 3/4"- - I - - - - - - - - - - - /4 - - 15 P-8 + + + + i P-14A 15 10 + 61+ ++ I i i I LO BY11�1�IN~� — ° 7 P-7 �-TRENCH 15 4 4 O 5 7 +++++++++ 3 All material appearing herein constitutes the unpublished and P0.4 4,�D DRAIN TYP. 4 + + + + original work of the architect and may not be duplicated, + + + + used, or disclosed without the written consent of the architect. n 0 o Oo + + + + + + + + + Sheet No. ❑ ❑ ❑ ❑ O ❑ ENLARGED DOMESTIC PIPING PLAN NORTH, GROUND LEVEL 00 ° 0 0 0 ° ° ° A B z 1 SCALE: 1/8"=1'-0" P2 . 1 R V