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CAG2024-139 - Change Order - #3 - Bayley Construction LP - FAC 23-09C KEHOC Warehouse and Office Building - 7/22/24
FOR CITY OF KENT OFFICIAL USE ONLY Sup/Mgr: Agreement Routing Form Dir. Assist: • For Approvals,Signatures and Records Management KE N T This form combines&replaces the Request for Mayor's Signature and Contract Cover WASHINcroN Sheet forms. Dir/Dep Dir: Originator: Department: Leah Bryant for Nate Harper Parks, Recreation & Community Services Date Sent: Date Required: 0 07/15/2024 7/20/2024 CL Authorized to Sign: Date of Council Approval: C Director or Designee 3/5/2024 Budget Account Number: Grant?[:]YesZNo F20098.64110.9476 Budget?R]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 i Project Details:As described in the attached CP documents, CP-003 -Additional Mineral Bins and Secure Enclosure. Excludes mineral bin prep per owner request; CP-005- 1 Hardware sets- Revised Set: 1.0- Door x.102 has been revised = to include an automatic opener; CP-008-Add Interior HW Hose Bibs; CP-011 -Vertical Lift Power Requirements; CP-012-Storm Drainage Piping Material Conflict C Basis for Selection of Contractor:� Agreement Amount: $124,571.47 Bid `Memo to Mayor must be attached Start Date: March 2024 Termination Date: 7/31/2026 Im Q Local Business?F--]YesFv-]No* If meets req uiremen ts per KCC 3.70.100,please complete"Vendor Purchase-Local Exceptions'form on Cityspace. Business License Verification:Yes El In-Process El Exempt(KCC 5.01.045) Notice required prior to disclosure? Contract Number: F�Yes�✓ No CAG2024-139 Comments: c Change Order 3 _ 0 N y •� i N 3 f0 C V1 Date Routed to the City Clerk's Office: 7/22/24 ,c«w»373__,0 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20210513 10*,000� • KENT W.5.i H G T O N CHANGE ORDER NO. 3 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: • CP-003 - Additional Mineral Bins and Secure Enclosure • CP-005 - 1 Hardware sets - Revised Set: 1.0 - Door x.102 has been revised to include an automatic opener • CP-008 - Add Interior HW Hose Bibs • CP-011 - Vertical Lift Power Requirements • CP-012 - Storm Drainage Piping Material Conflict 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 $-1,115.15 (incl. applicable WSST) Current Contract Amount $29,899,178.95 (incl. Previous Change Orders) Current Change Order $113,041.26 Applicable WSST Tax on this Change $11,530.21 Order Revised Contract Sum $30,023,750.41 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: stwheil 61-asso By:Stephen rasso(Jul 16,202417:29 PDT) By:Juli arascondola(Jul22,202411:25 PDT) Print Name:Stephen Grasso Print Name: Julie Parascondola Its CEO Its: Parks Director DATE: Jul 16,2024 DATE: J U[ 22, 2024 CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) k�;t gwi� Kent City Clerk Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] CHANGE ORDER - 3 OF 3 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 #009 - CP-003 - Additional Mineral Bins and Secure Enclosure Origin: Date Created: 4/4/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: Out of Scope Type: Owner Change Change Reason: Client Request Description: CP-003-Additional Mineral Bins and Secure Enclosure.Excludes mineral bin prep per owner request. Attachments: (9 KEHOC CP-003.pdf 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 $13,519.00 $13,519.00 $25,026.27 $25,026.27 1.0 $13,519.00 $13,519.00 2251929" 22502S" $0.00 Earthwork 24057-4005 Sub.Commitments- 13,519 Subcontracts Description: Excavation and grading w/6"depth crushed rock for 1040 SF of slab,3,534 SF of mineral bin pad excavation and grading w/6"depth crushed rock.2310 SF of excavation and grading w/2"depth crushed rock 32-160-000.S sf 1040.0 $12.00 $12,480.00 $12,480.00 $12,480.00 1040.0 $12.00 $12,480.00 $12,480.00 $0.00 Curbs,Gutters, Sidewalks,and Driveways.Commitmen is-Subcontracts Description: 8"Reinforced Concrete Slab(8x44,8x14,8x12) 32-120-160.S ton 45.0 $108.50 $4,882.50 $8,935.00 $8,935.00 45.0 $108.50 $4,882.50 $4,882.50 Asphalt Paving.Commitments- Subcontracts Description: 4"AC Paving 32-310-130.S If 204.0 $65.00 $13,260.00 $13,260.00 $13,260.00 204.0 $65.00 $13,260.00 $13,260.00 $0.00 Chain Link Fences and Gates.Commitments- Subcontracts Description: UH Chain-Link Fencing Bayley Construction, LP Page 1 of 2 Printed on:6/28/2024 at 12:35PM 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. 32-310-130.S ea 2.0 $500.00 $1,000.00 $1,000.00 $1,000.00 2.0 $500.00 $1,000.00 $1,000.00 $0.00 Chain Link Fences and Gates.Commitments- Subcontracts I Description: Dual-Leaf Chain-Link Gates 01-450-120.S hours 4.0 $200.00 $800.00 $800.00 $800.00 4.0 $200.00 $800.00 $800.00 $0.00 Surveyor.Commitment s-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 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 l 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 00-000-000.PO Is 1.0 $6,995.00 $6,995.00 $9,329.00 $9,329.00 1.0 $6,995.00 $6,995.00 $6,995.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor's Fee(15%) Grand Totals $53,626.50 $71,520.27 $71,520.27 $53,626.50 $0.00 $26,926.27 $0.00 $",""."-- $0.90 Bayley Construction, LP Page 2 of 2 Printed on:6/28/2024 at 12:35PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 009 Project No.24507 Doc#: CP-003 Work Description:CP-003-Additional Mineral Bins and Secure Enclosure Date: 4/2/2024 Labor Material E ui ment I Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs I $/Unit Costs SCI-Prep for 1,787 SF of Asphalt Paving and Prep for 1,040 SF of Concrete Pads(1 EA @ 8ft x44ft,1 EA @ 1 LS 13,519.00 $ 13,519 $ 13,519 Sftx14ft,SEA @ 8ftx12ft),including crushed rock base. Caliber-8"Reinforced Concrete Slab(1 EA @ 8x44, 1040 SF $ - $ - $ - 12.00 $ 12,480 $ 12,480 1EA 8x14,6EA 8x12. Puget Paving-4"AC Paving 45 TON $ $ $ 108.50 $ 4,883 $ 4,893 6'H Chain-link Fencing 204 LF $ $ $ 65.00 $ 13,260 $ 13,260 Dual-Leaf Chain-Link Gates 2 EA $ $ $ 500.00 $ 11000 $ 1,000 Layout 4 HR $ $ $ 200.00 $ Soo $ 800 Foreman 4 95.00 $ 380 $ $ 200.00 $ $ 380 Cleanup 4 50.00 $ 200 1$ $ $ $ zoo Dumpster 1 LS $ $ 110.00 $ 110 $ $ 110 $ $ $ $ $ 8 $ - $ 580 $ - $ 110 $ 45,942 Clarification.Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 46,632 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% $ 6,995 GRAND TOTAL 1$ 53,627 Time Request: We have proceeded on this change proposal on Owners verbal direction/RFI response X 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: 7 1!To 6/28 2024 vm e D e Bayley ConsWctien Date COP Summary ■ tie.�cng-Buzic�zytt�iNora�.u,e4t Project Name: Kent East Hill Operations Center(KEHOC) # Project No. Document Reference: Date: 611/2024 To Gen contractor: Bayley Construction,Inc. Contractor Ref.No. Description: CP-003 Actually GP-005 Rev4 Grading for Added Paving and Concrete Pads at South End of Project 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. Crew(apprentices,journeymen,&laborers) $ 6.516.28 b. Direct Supervision(Not to exceed 15%of labor) $ 977,44 c. Safety allowance on direct labor at 2% $ 130.33 d. Small tool allowance on direct labor at 3% $ 195.49 1.CRAFT LABOR COSTS $ 7,819.54 2. MATERIAL COSTS a. Material costs $ 348.00 Use Tax on Materials(When applicable) 2.MATERIAL COSTS $ 348.00 3. EQUIPMENT COSTS a. SCI owned equipment $ 3,588.29 3.EQUIPMENT COSTS $ 3,588.29 SUBTOTAL 1 thru 3 LS 11,755,83 4. SCI's FEE ON OWN WORK a. 15.00% $ 1,763.37 4.GC PERFORMED WORK TOTAL $ 13,519.00 Sub's Fee, Subcontractor Insurance Subcontractor 5. TIER SUBCONTRACTORS subtotal and Bond total a. $ $ b. $ $ $ C. $ - $ $ d. $ $ $ e. $ $ $ f. $ $ $ h. $ $ $ I. $ $ $ f• $ $ $ 5.SUBCONTRACTORS $ 6. SCI's FEE ON TIER WORK a. 5.00% $ 6.TIER PERFORRED WORK TOTAL $ TOTAL FEE $ 1,763.00 7. INSURANCE a. liability Insurance 0.000 %of 1.6 $ 7.INSURANCE $ - 8. BOND a. bond 0.000%of 1-7 $ 8.BOND $ TOTAL COST(4,5,6,7,8,9) $ 13,519.00 KEHOCCOTemplate_CP003 actually CP005 Page of Issued 6/27/202A COP Cost Breakdown Project Name: Kent East HIII Operations Center PCO If Project No. 2405 6 each 8'x12'Pads Date: 6/112024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material E ui ment Total Description Quantity Type Unit$ Unit$ Cast Unit$ Cost Cost Project Manager 1 hrs $150.00 $ 150.00 $ $ $ 150.00 Field Engineer his $125.00 $ $ $ $ Foreman 1 hrs $100.05 $ 100.05 $ $ $ 100.05 Pi ela er 4 hrs $70.41 $ 281.64 $ $ $ 281.64 Flagging SuperAsor his $66.42 $ $ $ $ Flagger hrs $58.64 $ $ $ $ Operator 4 his $95.96 $ 383.84 $ $ $ 383.84 Teamster 1 hrs $67.55 $ 87.55 $ $ $ 87.55 Grade Engineer his 595.10 § $ $ $ Laborer 4 hrs $69.15 $ 276.60 $ $ $ 276.60 Overtime Rate Foreman OT hrs $135.22 3 S 8 S Pi ela er OT hrs 396.47 $ $ $ $ FloggerOT hrs $78.94 $ $ S $ Operator OT hrs $129.13 $ $ $ $ Teamster OT hrs $I 6.48 $ $ $ $ Grade Engineer OT hrs $127.84 $ $ $ $ Laborer OT his $94.59 $ 8 S S Equipment Air Compressor/Jackhammer hrs $ $ $38.92 $ $ 160 Grader hrs $ $ $179.56 $ $ PC39OLC his $ $ $164.32 $ $ D51 Dozer hrs $ $ $111.17 $ $ 950 Loader 2 hrs $ $ $74.29 $ 148.58 $ 148.58 Foreman Pick-up 1 his $ $ $35.70 $ 35.70 $ 35.70 Vibratory Roller hrs $ $ $101.21 $ $ JD Articulated Tmck he $ $ $350.91 $ S 330 Excavator w/ ear 2 hrs $ $ $110.21 $ 220.42 $ 220A2 JD 245 Excavator his § $ $145.81 $ $ Water Tmck hrs 5 $ $59.68 $ $ Skid Steer his $ $ $96.62 $ $ Mlnl-Excavator hrs $ $ $62.24 $ $ 450 dozer hrs $ $ $68.66 $ $ 650 dozer hrs $ $ $120.61 $ $ 700 dozer his $ $ $138.57 $ $ 850 dozer hrs $ $ $226.59 $ $ Plate Compactor his $ $ $14.23 $ $ 84"Roller hrs $ $ $111.20 8 $ 60"to 66"Roller his § $ $93.59 $ $ Adiculale Dump hrs $ 3 $194.23 $ $ 930 Loader hrs $ $ 580.92 $ $ Side Dump 1 hrs $ S $117.45 $ 117.45 $ 117.45 Generator and Pump hrs $ 8 $32.55 $ $ Molor Grader his $ S $136.01 $ $ Materialsit ervices/Rentals S $ $ $ Dump Fees 3 CY $ $12.00 $ 36.00 $ $ 36.00 $ 8 5 $ 3 S S S $ $ $ S $ S $ S S 3 8 S S $ 8 $ $ $ 8 $ $ $ s s S S 3 8 8 5 8 S $ 1,279.68 111 36.00 1 is 522.15 1 1,687.83 KEHMM Template_oW3mimallyC0.tl5 pa6e ol. ._ I.mW 6/27IM24 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCON 0 Project No. 2405 2 each 35'x33'Pads Dale: 6/1/2024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material E u[Went Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Man a er 0.5 Iva $150.00 $ 75.00 $ $ $ 75.00 Field Engineer hrs $125.00 $ $ $ $ Foreman 1 his $100.05 $ 100.05 $ $ S 100.05 PI ela er a hrs $70.41 $ 563.28 $ $ $ 563.28 Flarinino Supendsor hrs $86.42 $ $ $ $ Flagger hrs $58.64 Operator teach 16 hrs $95.96 $ 1,535.36 $ $ $ 1.535.36 Teamster 1 hrs $87.55 $ 87.55 It $ $ 87.55 Grade Engineer hrs $95.70 $ $ $ g Laborer 8 tYs $69.15 $ 553.20 3 $ S 553.20 Overtime Rate Foreman OT hrs $135.22 $ $ g g Pi ela er OT hrs $96.47 $ g g g FlaggerOT hrs $78.94 $ g g $ _ Operator OT hrs $129.13 S g $ g Teamster OT hrs $116.48 $ $ $ g Grade Engineer OT hrs $127.84 $ $ g g Laborer OT hrs $94.59 $ $ g g Equipment Alr Compressor/Jackhammer hrs $ g $W.92 g g _ 160 Grader hrs S S $179.56 $ $ PC39OLC hrs S $ $164.32 $ $ 051 Dozer 2 hrs $ $ $111.17 $ 222.34 $ 222.34 M Loader 4 hrs $ g $74.29 $ 297.16 $ 297.16 Foreman Pick 2 hrs $ g $35.70 $ 71.40 S 71.40 Vibratory Roller 2 hrs S $ $101.21 $ 202.42 $ 202.42 JDAHiculated Truck 4 hrs $ $ $350.91 $ 1.403.64 It. 1403.64 330 Excavator w/ear 4 hrs $ $ $110.21 $ 440.84 S 440.84 JD 245 Excavator Iss $ $ $145.81 $ $ Water Tmdc ii hrs $ $ $69.68 $ $ Skid Steer hrs $ $ $96.62 $ $ Mini-Excavator hrs $ $ $62.24 $ $ 450 dozer hrs $ $ $66.66 $ $ 650 dozer hrs $ $ $120.61 $ $ 700 dozer hrs $ $ $138.67 $ $ 85D dozer hrs $ $ $226.59 $ $ Plate Compactor hrs $ $ $1423 $ $ M'Roller has $ $ $111.20 It $ hrs g $ It $ Ise $ $ g $ hrs $ g $ $ Side Dump 1 hrs $ Is I $90.69 $ 90.69 $ 90.69 Generator and Pump hrs $ $ $32.55 a S Beddi Box hrs $ $ $7,86 $ $ Material $ $ $ $ Wrap Fee 24 CY $ $12.00 $ 288.00 $ $ 288.00 $ $ $ $ 3 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ S $ $ $ s a s $ a s s $ a s $ $ 2,914.44 S 288.00 $ 2,728.49 $ 5,865.93 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCON 0 Project No. 2405 1 each 8'xl4'Pad Date: 61112024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material Ed ui irmt Total Description Quantity Type Unit$ unit$ Cost Unit$ Cost Cost Project Manager 0.5 his $150.00 $ 75.00 g It $ 75.00 Field Engineer hrs $126.00 $ $ $ g Foreman 1 hrs $100.05 $ 100.05 $ $ $ 100.05 Pi ela er 2 his $70.41 $ 140.82 $ $ $ 140.82 Flagging Supervisor hrs $66.42 $ - -$ $ g -Fla99er hrs $58.64 _ Operator 2 hrs $95.96 $ 191.92 $ $ $ 191.92 Teamster 1 hrs $87.55 S 87.55 $ $ $ 87.55 Grade Engineer hrs $95.10 $ $ $ $ Laborer 2 hrs E69.15 $ 138.30 $ $ $ 138.30 Overtime Rate Foreman OT I hrs $135.22 $ $ $ $ Minelayer OT hrs $96.47 $ $ $ $ Fle ar OT hrs $78.94 $ $ $ $ O rotor OT hrs $129.13 S $ $ $ Teamster OT hrs $116.48 $ § $ $ Grade Engineer OT hrs $127.84 $ $ $ $ Laborer OT hrs $94.59 $ $ $ g Equipment Air Compressor/Jackhammer his $ $ $W.92 $ $ IW Grader his S $ $179.56 $ $ PC39OLC hrs $ g $164.32 $ It D51 Dozer his $ $ $111.17 $ $ 9W Loader 1 his $ $ $74.29 $ 74.29 $ 7429 Foreman Pick 1 has $ $ $W.70 $ 35.70 $ 35.70 Vilmatory Roller hrs g $ $101.21 $ $ JDAniculaleci Truck hrs $ $ $350.91 $ $ 330 Excavator w/ ear 1 hrs $ $ $110.21 It 110.21 $ 110.21 JD 245 Excavator hrs $ g $145.81 $ g Water Truck hrs IS $ $59.0 $ It Skid Steer his $ $ $96.62 $ $ Mini-Excavator hrs $ $ $62.24 $ $ 450 dour hrs $ S $68.68 $ $ 650 dozer hrs $ $ $120.61 $ $ 700 dozer hrs $ $ $138.67 $ $ 850dour hrs $ $ $226.59 $ $ Plate Compactor hrs $ $ $14.23 $ $ W Roller his $ $ $111.20 $ § 6O'to W'Roller hrs $ $ $93.59 $ $ an ate drop his g $ $194.23 $ $ 930 Loader his $ $ 300.92 $ $ Side Dum 1 hrs $ $ $117.45 $ 117.45 $ 117.45 Generator and Pump hrs $ 1 1$ $32.55 8 $ Motor Grader hrs $ $ $136.01 S $ Material $ Is $ $ Dump Fee 2 CY $ $12.00 $ 24.00 $ $ 24.00 $ $ $ $ S E $ $ It $ $ $ $ It $ $ $ s $ s S $ $ 3 S S g $ $ $ $ $ $ $ E $ $ 733.64 $ 24.00 E 337.65 $ 1,020.29 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCO0 0 Project No. 2406 1 each 8'x44'Pad Date: 6/7/2024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material E ui ment Total Description Quantity Type Unit$ Unit 3 Cost Unit$ Cost Cost Project Manager 0.5 hrs $150.00 $ 75.00 $ $ $ 75.00 Field Engineer hrs $125.00 S $ $ $ Foreman 1 hrs $100.05 $ 100.05 $ $ g 100.05 Pi I er 4 hrs $70.41 S 281.64 $ $ $ 281.64 Flagging Supewlsor hrs $66.42 $ $ $ g Flogger bra $58.64 O rater 2 each 6 hrs $95.96 $ 767.68 $ $ $ 767,68 Teamster i hrs $87.55 $ 87.55 $ $ $ 87.55 Grade Engineer his $95.10 $ g g g Laborer 4 hrs $69.15 3$ 276.60 $ $ $ 276,W Overtime Rate Foreman OT bra $135.22 $ $ S $ Pi ela er OT bra $W.47 $ g Is g Flogger OT hrs $78.94 $ g g g OpemlorOT bra $129.13 $ g g g Teamster OT him $116.48 $ $ $ $ Grade Engineer OT bra $127.84 $ $ $ $ Laborer OT hrs $94.59 $ $ $ It Equl ment Air Com ressorlJackhammor In. s $ $38.92 $ $ 160 Grader him $ $ $179.56 $ $ PC390LC hrs $ $ $164.32 g $ D51 Dozer his $ $ $111.17 It $ 950 Loader his S $ $74.29 $ $ Foreman Pick-up 1 has $ $ $35.70 $ 35.70 $ 35.70 Vibratory Roller 2 bra $ It $101.21 $ 202.42 $ 202.42 JD Adiculated Truck 2 his g $ $350.91 $ 701.82 $ 701.82 3W Fxcavalorw/gear 4 bra $ $ $110.21 It 44D.84 $ 440.84 JD 245 Excavator his $ $ $145.81 $ It Water Truck Fire $ $ $59.68 $ $ Skid Steer bra $ $ $96.62 $ $ MIn4Excavator hrs $ $ $62.24 $ $ 4W dozer fire $ It $68.66 $ $ 650 dozer him $ It $120.61 $ $ 700 dozer his $ $ $138.57 $ $ 850 dozer hrs $ S $226.59 It $ Plate Compactor bra $ $ $14.23 $ $ 84"Roller hrs $ $ $111.20 $ $ W toW Roller has E $ $93.59 $ $ Articulate Dum his $ $ $194.23 $ $ 930 Loader his $ It $80,92 g $ Side Dum 1 hrs $ $ $117.45 $ 117.45 i $ 117.45 Generator and Pump hrs $ $ $32.55 $ $ Motor Grader hrsI$ is $136.01 $ $ Materiel $ $ $ $ Dump Fee 6.5 CY $ $12.00 $ 78.00 $ $ 78.00 S $ $ $ s a s s $ $ S $ S $ $ $ S E S $ a a s S It $ $ $ $ $ It $ $ a $ $ $ 1,580.52 $ 78.00 $ 1,498.23 $ 3,089.76 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-003 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 0A1.0-City Staff will install 3 additional covered mineral bins over the summer at the location indicated. Access to the bins by City Staff will need to be coordinated during construction and after their completion. 2 OA1.0- Pave the green shaded area with asphalt 3 0A1.0-Add (2)35x33 fenced in areas at green shaded area w/double gates (20'wide total) into each area Fence should be 6'tall, similar to style F2. Gates should be 6'tall, similar to style G3, with wheels at the ends. 4 0A1.0 -Add reinforced concrete slabs/pads at locations indicated. Attachments: 0A1.0 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 $ 53,627 Unit Price of $ per as follows: 2.The Contract time if proposed to(be adjusted) remain unchan ed . 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&0126 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 Fkg,P e 1 400 West Gowe 8005 SE 28th Street ttle 9 Kent, WA 9,8032 Mercer Island,WA 98040 Y 13Y ./ BY Brian Nilsson DATE ��U14ATE 7/15/2024 DATE 6/12/24 — — — �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 - wag n era rchitects c o m 5 N - I BUILDING 44,988 SF - - 1 I I I Q 1 SI o004003 REGISTERED TOTAL 419,208 SF o OA1.9 N I I—— OA1.6 I ARCHITECT C� CV = ILl — R E WAG ER FENCE 552 LIN. FT. 2 srnrE of wnSHiNcro 2 ° A1.10 .I � _ Consultants: OA1.5 177777-77 : . . . . . .J I I 8'x12'xO.67' reinforced 4,000 - - - - - - - - - - - - - - FD psi concrete slab with medium FFF 171-011 - COVERED broom finish. #4 rebar 24" on - - - - - - - - - - - - - - - - - - - - - -center each way. See details 70'-0" 368'-3" 0 1 413'-10" sheet 2/C2.11. For PW r ° supplied/installed rack. Top of ''; 1 slab flush with top of concrete o 1' 1 n,r curb. M �� I C? ED JillPROPOSED OPERATIONS CENTER Illo 11-6 LEGEND: 7,-0„ _ OA1.7 Jill C 1 it;Ilo I BUILDING EDGE ; . _ _ _ _ _LIGHT POLE � � COVERED �.- - - - - - - - - - - - I J X NEW FENCE I I LL LL EDGE OF o ROOF 2 I I o EXISTING FENCELU — " 0 4 1 1 ~ PROPERTY LINE - -7 '7 7- F I . ;� OA1.7 00 I I - I I o -40001, NEW WASH11`4GT0N PAVEMENT AREA - z I I w m Approximate limits of I KEHOC N existing COVERED I I N NEW CONCRETE - ; ; z mineral bins. LL 1 LL 1 _ s Warehouse & Office LL 1 1 I N Building Al - z I I w NEW LANDSCAPED AREA ; c; I I cn - ;. (SEE LANDSCAPE PLANS) I ; w 1 1 I 12607 SE 248TH ST - , ' ruP I : I - 1 KENT, WA LEGEND I ;; I I Approxi at li its of 8 add ved 98030 iti�n l c e� 1 1 OA1.8 1 NTs , , I I mine�'al in built PW in fall of 202 MH - - - - - - - H. �� - _ _ =-=X--=-= =-X=-= _ _-�`_-_ _ _-�`_-- I BID SET o � _ --- -- I-I -- ----------------------------------- -- —_ 1.30.2024 J— — — — — — — —� t Exist 20" Water ti i I I o i MAIN ENTRY L x _ r t _ _ OA1.8 I I X X_ X X X JOB N0. 20223 Date Revisions 0 I - OA1.6 _ Q - These two 35'x33' 8'x14'xO.67' reinforced 4,000 psi concrete 4 REVISION 1 CD smaller fenced areas _ slab with medium broom finish. #4 rebar OA1.5 10 1.16.2024 (with 20' gates) are for 24" on center each way. See details sheet _ Sewer and Drainage Additional paved and 2/C2.11. For PW supplied/installed rack. - outside controlled fenced area. Top of slab flush with adjacent asphalt. I 4 2.16.2024-ADDENDUM 2 z inventory areas. Pipe, = castings, etc. New _- ------ -- -- 0 0 fencing is 6' high. ( �� 12 8'x44'xO.67' reinforced 4,000 zo Z - I OA1.7 psi concrete slab with light CY CD ry broom finish. #4 rebar 24" on c� %';''y %'• <��; center each way. See details w I , Sheet Contents sheet 2/C2.11. For PW o I supplied/installed rack. - - I I Concrete slab abuts face of SITE PLAN retaining wall. Top of slab flush - - -- --------------- with adjacent asphalt. N N 219'-01/2" 739'-91/2"7 Y I o BERM - EXISTING Ow WATER TOWER _ All material appearing herein constitutes the unpublished and Cr original work of the architect and may not be duplicated, d used,or disclosed without the written consent of the architect. ry w 958'-91/2" : o A Sheet No. SITE PLAN SCALE IN FEET 10 N Z w r w SCALE: 1"=50'-0" 0 25 50 100 200 Z0o� OA1 ■ 0 W W 0w ry J 0-� EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 Brian Nilsson From: Harper, Nathen <NHarper@kentwa.gov> Sent: Friday, May 10, 2024 2:14 PM To: Brian Nilsson; Sam Scarmardo Cc: Moore, Will; Bryce Nelson;Jon Marks Subject: RE: KEHOC - CE-009 - CP-003 - Additional Mineral Bins and Secure Enclosure - UnX Brian, we got our wires crossed again. What I need taken out is the work for the mineral bins. Line 1 has excavation and grading w/6" of rock for 3534sq. ft. of mineral bins. Please make this change and also add back in the concrete pads in line 2. Thanks, Nathen Harper, FMP Facilities Capital Projects Manager Facilities I Parks Recreation &Community Services 400 West Gowe, Kent, WA 98032 Direct Line 253-856-5082 1 Fax 253-856-6080 nharper@KentWA.go City of Kent Washington From: Brian Nilsson <Brian.Nilsson@bayley.net> Sent:Thursday, May 9, 2024 8:29 AM To: Harper, Nathen <NHarper@kentwa.gov>; Sam Scarmardo <sam@wagnerarchitects.com> Cc: Moore, Will <WMoore@kentwa.gov>; Bryce Nelson <bryce.nelson@bayley.net>;Jon Marks<jonm@bayley.net> Subject: RE: KEHOC-CE-009-CP-003 -Additional Mineral Bins and Secure Enclosure- UnX This message originated outside the City of Kent. Use caution when following links or opening attachments as they can be malicious. Please contact IT Security at ISP(a)KentWA.aov with any questions. Nate, Revised CE-009 excluding the concrete pads as requested attached for processing. Please let me know if you have any other questions or concerns. 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 28th Street Mercer Island, WA 98040 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 #055 - CP-005 Origin: Date Created: 7/10/2024 Created By: Nils Brian Nilsson Status: Not Submitted, Not Proceeding Scope: In 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. 08-110-130.S Washington Architectural Hardware Is 1.0 $4,901.00 $4,901.00 $4,901.00 1.0 $4,901.00 $4,901.00 $4,901.00 $0.00 Hollow Metal Doors and 24057-3012 Frames.Commitments- Subcontracts Description: Delete 1 closer from pair in substitution for auto operator.Add Norton 6300 series automatic opener to active leaf only. 00-000-000.PO Is 1.0 $736.00 $736.00 $736.00 1.0 $736.00 $736.00 $736.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee Grand Totals $5,637.00 $0.00 $5,637.00 $5,637.00 $0.00 $0.00 $0.00 $5,637.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:7/10/2024 at 09:34PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 055 Project No.24507 Doc#: CP-005 Work Description:CP-005-Revised Door Hardware-Door X.102 Date: 5/2/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs WAH-Delete 1 closer from pair in substitution for auto operator.Add Norton 6300 series automatic opener to active leaf only. 1 LS $ $ $ 4,901.00 $ 4,901 $ 4,901 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 4,901 Clarification.Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 4,901 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% $ 736 GRAND TOTAL is 5,637 Time Request: We have proceeded on this change proposal on Owner's verbal direction/RFI response Fx--1 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: 7/10/2024 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-005 12607 SE 2481h 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 Hardware Sets - Revised Set: 1.0- Door X.102 has been revised to include an automatic opener. Attachments: Hardware Sets-Revised Set: 1.0 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 $ 5,637 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 S e Kent,WA 9 032 Mercer Island,WA 98040 Y BY BY Brian Nilsson DATE 47.15•ZO DATE 7/15/2024 DATE 7/10/24 KEHOC KENT WAREHOUSE OFFICE BUILDING KENT,WA Hardware Sets Revised Set: 1.0 Doors: X.102 8 Hinge(heavy weight) T4A3386 x NRP US32D MK 2 Electric Power Transfer EL-CEPT 630 SU 4 1 CCooncealed Vert Rod Exit,Exit Only 7220 B EO 630 YA 1 Concealed Vert Rod Exit,Nightlatch 7220 B MELR 501F 630 YA RX Latch Retraction 1 Rim Cylinder 12E-72 626 BE 2 Door Pull DTB RM3131-24 Mtg-Type 12HD US32D RO 1 Door Closer PR7500 689 NO 1 Automatic Opener 6300 series as required 689 NO 2 Door Stop 463-RKW US32D RO 2 Sweep 315CN PE 1 Threshold 273x3AFG FHSL14SS-2 PE 1 Threshold 1842APK PE 2 Frame Harness QC-C1500(as required) MK 2 Door Harness QC-C_(as required) MK 2 Touchless Actuator 673 NO 2 Position Switch DPS-M-GR SU 1 Power Supply AQL4-R8E1 SU 1 Card Reader provided by access control. Notes: Presenting a valid credential to reader unlocks doors. Free egress at all times. Presenting a valid credential to reader unlatches door. Auto operator sequence by contractor and section 28. DOOR HARDWARE SCHEDULE 080671 - 1 W A S H I N G T O N Washington Architectural Hardware PROPOSAL PO Box 31001-4202 ARCHITECTURAL Pasadena,CA 91110 Page: 1 HARDWARE Phone:253-471-9150 Proposal No.: 221242 Fax:253-471-9171 Proposal Change No.: 001 AKENDELL COMPANY Customer P.O.No. TO FOLLOW Proposal Date: 7/10/2024 Customer ID: BAYLE Project Manager: Steven Jackson Project Manager Ph.: Project Manager Email: sjackson@kendelldrs.com Submitted To: Bayley Construction ap@bayley.net 8005 SE 28th St Mercer Island,WA 98040 Job Name: KEHOC Warehouse&Office Bldg-CP-005/X.102 *Actuatores,card readers and power supplies excluded Description Quantity Unit Price Total Price Deelete 1 closer from pair in substitution for auto operator -1 196.00 -196.00 Add Norton 6300 series autommatic opener to active leaf only 1 4,972.00 4,972.00 Freight 1 125.00 125.00 Respectfully Submitted: Steven Jackson Accepted By: Date: Subtotal: 4,901.00 Sales Tax: 0.00 Total: 4,901.00 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 #054 - CP-008 - Add Interior HW Hose Bibs Origin: Date Created: 5/30/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: Out of Scope Type: Change Order Request Change Reason: Client Request Description: CP-008-Add Interior HW Hose Bibs 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 $10,833.00 $10,833.00 $10,833.00 1.0 $10,833.00 $10,833.00 $10,833.00 $0.00 Plumbing.Commitments- 24057-4002 Subcontracts Description: CP-008-Add interior HW HB's at 2 locations 00-000-000.PO Is 1.0 $1,625.00 $1,625.00 $1,625.00 1.0 $1,625.00 $1,625.00 $1,625.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor's Fee 15% Grand Totals $12,458.00 $0.00 $12,458.00 $12,458.00 $0.00 $0.00 $0.00 $12,458.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/30/2024 at 12:50PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 054 Project No.24507 Doc#: CP-008 Work Description:CP-008-Add hot water Hose Bibs,2 Locations Date: 5/2/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Pipe-Add interior HB's at 2 locations 1 LS $ $ $ 10,833.00 $ 10,833 $ 10,833 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 10,833 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 10,833 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% $ 1,625 GRAND TOTAL is 12,458 Time Reauest: Increases Pipe's plumbing RI duration 3 days in We have proceeded on this change proposal on Owner's verbal direction/RFI response this area. No impact to the overall schedule's We will proposal change proceed with this ro when a p g p p copy,signed by an authorized representative,is received by critical path. FX Bayley Construction. To prevent delays and further impacts please approve by: 6.13.2024 5/30/2024 0w is Representative Date Bayley Construction Date CONSTRUCTION From: K 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-008 12607 SE 248th Street Kent,WA 98030 DATE: 4/2 912 0 24 FROM: Bayley Construction PROJECT NUMBER: FAC 23-09C 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/1 912 02 4 PROPOSED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s)in this Contract: 1 Add hot water HB's at 2 locations as indicated,adjacent to cold water HB's(gridline A16&gridline G16) Attachments: P2.113 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 $ 12,458 Unit Price of $ 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) ARCHITECT OWNER CONTRACTOR 1916 Pike Place# 1 400 West Gowe 8005 SE 28th Street Seatt 9 Kent,W Mercer Island,WA 98040 B BY ���e _ .. . BY Brian Nilsson DATE DATE G.13.2024 DATE 5/30/24 a M PLAN NOTES RISER ROOM " 4 4 TRENCH FOR PLUMBING WORK 10 1/2" HW, CW, 1-1/2"V& 1/2"G DN. WAGNER 0 0 o 0 0 o IN THIS AREA SEE ENLARGED 4 SCO° DRAIN TYP. �� 5 4 5 PLUMBING PL N 1/P2.2 3 1/2" CW, 3/4" HW & 1-1/2" V DN. PROVIDE A R C H I T E C T S „ 5 4 °❑4��qp 1 5 16 P- ° I 1/2" HW, HAMMER ARESTOR UNDER PLANNER S ° �� ° COUNTER TO DISHWASHER W/SHUT - - - - \ 2-1/2" 4 ++++++ ❑ 1 I i OFF VALVE AT STUBOUT. 1916 PIKE PLACE TRENCH - - — — - - - - - - - -i - - - - - - - - - - - L - - - - - - - - J DRAIN TYP. P- 2-1/2" 2" 2" I++++++ " -- SEATTLE WA 98101 P-7 7 TYP. P-8 1 2 FD 4"FoCO + + + + L' M — — ILI I 3 1/2" CW, HW & 1-1/2" V DN. I A 10 1 �� 2 0 6 • 4 4 8 • 2 5 2 8 P0.4 3 Add HBforhotwater � i — ❑ 11 1 + wagnerarchitects. com121 5V I + +++ o153/4" CW DN.at Interior In addltlon 12„ I 1 + + + CH. R)0 5 2"V DN. to HB for cold water 139 I 140 2" 1 ELECTRICAL/ — — —2 — — I O ��P M. 0 I 5 0 I I.T. - - - - - s 2" VUP. q�'��°ywa les PW SIGNS & I 4 FD P0.5 TYP. PW DRAINAGE 1 __- - I O SOLID WASTE J A VEG. I 5 G mom _ _ _ TRENCH o 4"FD � 0 4" ��❑° 2"FD o 0 4"FD L � � � 07 1/2" CW, 3/4" HW & 2" W UP. PROVIDE A4 ❑ ❑ ❑ OFFICE 1/2" HW, HAMMER ARESTOR UNDER ����sGoIS L������� DRAIN TYP. — GAS UP i COUNTER TO DISHWASHER W/SHUT TO GUH1-5 OFF VALVE AT STUBOUT. 01-29-2024 + + I 3" + + + I I � � Consultants: 5-� + 2" P0.4 P. O 2" W DN. o 4" FCO 1-1/4" 4" FCO +++++++++ I 3/4" 122 " 09 2" W UP . + + + + 1-1/4 138 ++ +16 + I 4 MDF 118 10 3" V UP. WAREHOUSE ++ O=R= I 1/2" ROOM F- POST] RKS 116 I(A�A _ — 3/4 F4POST aPosO 0 OFFICE OFFICE 11 1/2 CW & 1 1/2 VDN. TRES WEST TRESENGINWEST EERS +++++++ 12" O RACK RACK c> FOR PLUMBING WORK �4Posr� 4POST I RACK I RACK 12 1-1/2"VDN. TRES WEST ENGINEERS, INC. 3 3/4" 132 IN THIS AREA SEE ENLARGE D I aPosr l �aPosO /� 1/2" TEMPERED PLUMBING PLAN 2/P2.2 �RACK� RACK J 13 1/2" CW, 3/4" HW & 1-1/2" VDN. LOOP HW 1 WATER DN TO 2702 SOUTH 42ND STREET, SUITE 301 98409-7315 2"FD -18 - SHOWER � 2" W UP & DN ' 1 "' ' O O WITHIN 12" OF LAVATORY STOPS TO TACOMe: 53 472.3300 Phone: 253.472.3300 ® P-5 12 i i i i i i i i i i i i i i 1/2"CW UP TYP D MEET WSEC REQUIREMENTS. 2 www.treswest.com 2" 1-1/2" G —❑° G G n P0.4 .4 « b I 0 o 14 3/4" CW DN TO RPBP. CONNECT CW TO O — - — I^ a� — — — — 3 2 FD ❑o I ^, CJh G DISTILLER. 7 -_ O_ ___ ___ _ 1 1/2 3 FS 1-1/4" 1 LAUNDRY �— t l U U w 1 1-1/2 OFFICE 3 2-1/2 ROOM S NOM_NS Z Z t 17 Omm - - I LOCKER I 137 - Q 1" 0 135 © — — — — yI ® 0 J ° 3/4" N I WAREHOUSE 1-1/4" 2"FD 2"FD C I WORKOUT OFFICE 2-1/2" DRYING J, — J^ �� ROOM c,o 4 WCO 114 w ROOM I _ __ — — —1 0 1 I I OFFICE 1/2 CW UP Z s I I ® 133 SHO E i I TO P-13 Y w I 1 _ 1/2" CW, HW, 0 i J P-11 I UNISEX WC L & 2"WUP 2"WDN &SHOWER �, —_ ® i :~ Q ; 1 , P-101 I I ET 12 , ; 1 lit i i i i i i c, I 1 - — i" — — 124 — — PARKS — — WkSL4IwG r<D" 2-1 2" I 1 r, I r, CORR., , , ,r OPEN D _ _ 1-1/2 1 1/2 2 --- --- - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - � — o OFFICE \ -- -1-1/4" 2"FS — — — — — — o D ® 1, KEHOC - G 12 4 1 IL=j1=1 1„ O 9 f Warehouse & Office 1„ 3/4'rr 0 ® 12 125 I ® Po.4 7 5 TYP. 4 1/2 2"FD 126 2"FD MEWS WC I 110 m / Buildin Po.4 MENS I 1 V. 105 A g E=a 1/2 ��1/2 CW UP LOCKER I _ rr) Q r TO P-1341 TYP. OF 3 ROOM ❑ I +I^nw o TO P-3DN 112 12607 SE 248TH ST 128 I 0 ,r — rr - 1/2 _ _ _ 1/2 CW, Hw 1-1/2 V UP 5 �� ® � ��, 3 - 11 , ' PARKS KENT, WA Skf E� -- 1/2 -- -- & 2 W UP I 1 KITCHENETTE 98030 4 c 8 1 7 I I 1 1 2" WDN &TEAM ROOM TRENCH " 2�� DRAIN 9 2"WDN 1-1/2"V UP 2rr _ 6 ® 0 —I — = 1-1/2" — _ — PROVIDE �� 2" WCO i 1,r P0.4 — --- —_-- — 1�P-�1F — — — - 2„ 3 1-1/4 � � � � � � � �_, ADDENDUM #2 G G G G G G G G G 102 1-1/4" 2.16.2024 143 4 3/4" P-5 3 1-1/4' �� _ ' ) / 9 1/2" CW, A 9 CORR. � PW WATER -- -- - --2"FD "2 wuP 2 W & IT 1/2" 3/4" 2'FD l=3 1-1/2"V UP 106 1" JOB N0. 20223 C) Date Revisions --- 3"FCO - --- P-5 3 0 1-1/4 c' 107 1/2" WDN FIRSTo 3 4 ELEC. P-13 AID P-14A I I 142 5 P-16 1-1/4" P-18 0 1.16.2024 REVISION 1 4 FD TYP. 3/4 O - F_ 2 1.16.2024-REVISION 2 1 I -T . — l— ��1/2 4"FD W�WO P0.5 4"FD 0 G G G 1/2 CW DN �� STREET VEG. I o �3 - �-T - - TO P-13 9 03 1.30.2024-BID SET III I TRENCH 4" FCO U — I 3/4�� 3/4" I P-14A, 2 P0'4 TYP 4 2.16.2024 ADDENDUM + I DRAIN 14 c0 2"FS „ 3 I 1 P-17 + 2 OR. _ 6 P+ + / 3 \ 5 _+ + I PARKS 92"FD 11/ " — — — — — — 3 12" i~ i P-3A-- 12 2rr 3/4" - o — — - - - - - I rr _ F2 4 wco i�� 103 — T - -++}O — = � - - - - 2rr- - - - - J I _ 2 FD I � � -- -- -- �- 0 1 + O GU H 1-6 I 4" FCO o WAT t� )W CI VAC iINC 3/4" I 3/4" 3 FCO Sheet Contents 4 + + 5 Add H for ho water TES LAB I II 9 , ++ + + ++ 11-1/2" I GAS UP at inter or in addition GAS UP 1 � 4 + + + + + + + + + + 1 2 1 21, TO GUH1-7 to HB for cold Iwater TO GUH1-8 2"FS P-16 + + 1/2 — I 104 ENLARGED DOMESTIC - - - - - - - - - - - - - - - - 3/4 + + + + CONFERENCE PIPING PLAN NORTH, 2-1/ 101 + + + + I ' ROOM ° ❑°❑ GROUND LEVEL 5 � , 1 I 2„ 3/4" 2„ 3/4" L BBY/WAITING ++++++++ - - - - - - - I — - - - - - - ++++++++ II P-14A 1 — — - - - - - - - - - - - - - - - - - - T 1 rl I — \ + i — P-8 7 P-7 �-TRENCH P-8 + + + + O +++++++++ All material appearing herein constitutes the unpublished and P0.4 4 4"❑AD 5 DRAIN TYP. 4 5 + + + + + 3 original work of the architect and may not be duplicated, + + + + used, or disclosed without the written consent of the architect, 0° 0° + + + + + + + + + Sheet No. ❑ ❑ ❑ ❑ O ❑ ENLARGED DOMESTIC PIPING PLAN NORTH, GROUND LEVEL ° o o 0 ° ° ° A B z 1 SCALE: 1/8"=1'-0" P2 . 1 R V MECHANICAL CONTRACTORS .c e Change Order Summary Sheet • Project Name: KEHOC Pipe COP No. PC24-360.002 Project No. 24-360 Source Documents: CP-008 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) $ 3,856.00 b. foreman $ - c. lead foreman $ - DIRECT LABOR SUBTOTAL $ 3,856.00 Supervision: d. direct supervison(NTE 15%of 1a) $ - e. safety(NTE 2%of lines 1a,b,&c) $ 77.12 1.CRAFT LABOR COSTS $ 3,933.00 2. MATERIAL COSTS a. material costs $ 3,235.95 b. freight costs(itemize) $ 2.MATERIAL COSTS $ 3,236.00 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) $ 161.80 4.CONSUMABLES $ 162.00 SUBTOTAL 1 thru 4 $ 7,331. 0] 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 1,099.65 5.OVERHEAD&PROFIT $ 1,100.00 6. SUB-SUBCONTRACTORS a. Tanz Mechanical Insulation LLC $ 1,987.00 b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ 1,987.00 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 99.35 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ 99.00 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 315.51 8.INSURANCE $ 316.00 9. BOND a. bond 2.00 %of 1-8 $ - 9.BOND $ - Form Revised 1/28/2019 This change ad�3cal,�ndr �,Ans7on TOTAL COST $ 10,833.00 COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost 1 1/4 type L cpr pipe and ftgs 100 ft $ - $18.57 $ 1,857.00 $ - $ 1,857.00 3/4 Type L cpr pipe and ftgs 75 ft $ - $9.15 $ 686.25 $ - $ 686.25 1/2 Type L cpr pipe and ftgs 40 ft $ - $5.61 $ 224.40 $ - $ 224.40 P-8 3 ea $ - $156.10 $ 468.30 $ - $ 468.30 Labor Subtotal Is - Superintendent hr 139.82 $ - Lead Foreman hr 128.34 $ - - Journeyman Plumber 32 hr 120.50 $ 3,856.00 $ $ - $ 3,856.00 BIM Modeling hr 116.16 $ - - Total Cost of Work Form Revised 2/27/2020 $ 3,856.00 $ 3,235.95 $ - $ 7,091.95 Page of Issued 5/3/2024 TANZ MECHANICAL INSULATION, LLC MECHANICAL INSULATION BID TANZ MECHANICAL INSULATION, LLC P.O. BOX 755 Mead WA, 99021 SEAN'S CELL: (509) 979-4174 FAX: (509) 323-9179* OFFICE: (509) 323-9179* REG. # TANZMIL012BR NAME: PIPE CONSTRUCTION ATTENTION: Derrek Date : 5/3/2024 PROJECT : KEHOC Warehouse & Office CP - 008 PIPING FOR HOSE BIB PIPING : Domestic Cold for Hose Bib TOTAL : $ 1987.00 EXCLUSIONS: Paint , Pipe I.D , Inserts and Shields. Lined Duct, Exsposed Duct , Refrigerant piping. WE PROPOSE TO FURNISH MATERIAL AND LABOR IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS SUBMITTED AND TO COMPLETE THE JOB ACCORDING TO PRACTICE STANDARDS. PROPOSAL WILL BE HONORED FOR 30 DAYS FROM BID DATE. TANZ MECHANICAL INSULATION,LLC IS LICENSED,BONDED,AND INSURED IN WASHINGTON,IDAHO& MONTANA ***PLEASE DIRECT ANY QUESTIONS REGARDING THIS BID TO SEAN TANSY. 509-979-4174**** 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 #034 - RFI-019 - Vertical Lift Power Requirements CP-011 Origin: RFI#19:Vertical Lift Power Requirements Date Created: 5/20/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: Out of Scope Type: Change Order Request Change Reason: Client Request Description: RFI-019-Vertical Lift Power Requirements 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. 26-100-000.S VECA ELECTRIC& Is 1.0 $1,990.26 $1,990.26 $1,990.26 1.0 $1,990.26 $1,990.26 $1,990.26 $0.00 Electrical.Commitments- TECHNOLOGIES,LLC Subcontracts 24057-4004 Description: Provide(1)new 120V 30A dedicated circuit from Panel LP11S-2 to the vertical lift.Includes providing infrastructure,circuitry,and connections only. 00-000-000.PO Is 1.0 $299.00 $299.00 $299.00 1.0 $299.00 $299.00 $299.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Grand Totals $2,289.26 $0.00 $2,289.26 $2,289.26 $0.00 $0.00 $0.00 $2,289.26 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/20/2024 at 02:17PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 034 Project No.24507 Doc#: RFI-019 Work Description:RFI-019-Vertical Lift Power Requirements CP-01 1 Date: 4/19/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Veca Electric-Provide(1)new 120V 30A dedicated circuit from Panel LP11 S-2 to the vertical lift.Includes providing infrastructure,circuitry,and connections only. 1 LS $ $ $ 1,990.26 $ 1,990 $ 1,990 $ $ $ $ $ $ $ $ $ $ 1,990 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 1,990 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% $ 299 GRAND TOTAL $ 2,289 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: ' 5/20/2024 Owner's Representative Date Bayley Construction Date VVECA ELECTRIC&COMMUNICATIONS CHANGE NOTICE CCN# 3 VECA Electric And Technologies LLC Date: 5/7/2024 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 reflects costs associated with RFI #19 and the response to provide (1) new 120V 30A dedicated circuit from Panel LP11S-2 to vertical lift. This CO includes providing infrastructure, circuitry and connections only. This CO excludes providing or installing the vertical lift. 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. 3/4"CONDUIT- EMT 100 107.06 C 107.06 4.40 C 4.40 3/4"CONN SS STL-EMT 4 36.00 C 1.44 12.50 C 0.50 3/4"COUPLING SS STL- EMT 10 44.00 C 4.40 0.00 C 0.00 3/4" 1-H STRAP-EMT-STEEL 13 19.07 C 2.48 6.75 C 0.88 #10 THHN BLACK 330 268.30 M 88.54 7.06 M 2.33 WIRE CONN RED 6 27.12 C 1.63 7.50 C 0.45 4x 1 1/2"SO BOX COMB KO 2 179.06 C 3.58 20.00 C 0.40 4"SQ BLANK COVER 2 72.88 C 1.46 3.13 C 0.06 #8 TO#1 Ox 7/8 PLAS ANCHOR(3/16) 17 4.62 C 0.79 7.50 C 1.27 #10x 1 P/H SELF-TAP SCREW 17 5.05 C 0.86 3.75 C 0.64 Totals 501 212.23 10.93 Summary General Materials 212.23 Material Total 212.23 CRAFTSMAN LABOR (10.93 Hrs @$119.02) 1,300.89 FOREMAN @ 15% (1.64 Hrs @$128.08) 210.05 CHANGE_NOTICF DEN# 3 Client Address: Date: 5/7/2024 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 Summary(Cont'd) Overhead (@ 10.000 %) 172.32 Markup (@ 5.000 %) 94.77 Subtotal 1 0 6 Final Amount $1,990.26 CONTRACTOR CERTIFICATION Name: Date: Signature: I hereby certify that this quotation is complete and accurate based on the information provided. CLIENT ACCEPTANCE CCN # 3 Final Amount: $1,990.26 Name: Date: Signature: Change Order#: I hereby accept this quotation and authorize the contractor to complete the above described work. 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-011 12607 SE 248th Street Kent,WA 98030 DATE: 7/9/2024 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 Provide new 120V, 1-phase, 30A circuit from Panel LP11s-2 to vertical lift. Provide 3/4"C with 2#10,#10G copper conductors, per attached RFI#19 Attachments: RFI #19 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 $ 2,289.26 Unit Price of $ 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 1 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. i 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 Seat Kent,WA 9 32 Mercer Island,WA 98040 B Y G'G/ll�" e BY DATE �ct Z67j�DATE - _7/11/2024 DATE 7/11/24 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 #19: Vertical Lift Power Requirements Status Closed on 04/19/24 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 Apr 5,2024 Due Date Apr 19,2024 Location Cost Impact TBD Schedule Impact TBD Spec Section Cost Code Drawing Number 1A2.1A, 1A2.3A, 1A9.6, E3.1A, E3.3A Reference Linked Drawings Received From Justin Taylor(VECA ELECTRIC& Sub Job TECHNOLOGIES, LLC) Copies To Brian Butler(Corona Steel),Jon Bosshart(VECA ELECTRIC&TECHNOLOGIES,LLC), Ken Brumley (SCI INFRASTRUCTURE,LLC), Leah Bryant(City of Kent),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC),Stacy Compton(VECA ELECTRIC& TECHNOLOGIES, LLC),Jason Craig(SCI INFRASTRUCTURE, LLC),Zac Garule(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent), Ryan Jackson(Sound Glass),Will Moore (City of Kent),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP),Sam Scarmardo(Wagner Architects and Planners), Mark Scoccolo(SCI INFRASTRUCTURE, LLC),Kevin Sodano(Pipe Construction, Inc.),Justin Taylor (VECA ELECTRIC&TECHNOLOGIES,LLC), Jessie Teague(VECA ELECTRIC& TECHNOLOGIES, LLC) Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday,Apr 5, 2024 at 03:32 PM PDT Sheets 1A2.1A, 1A2.3A,and 1A9.6 depict a vertical lift in Evidence Storage Room 262.This equipment load is not shown on any of the electrical drawings or panel schedules. Please confirm that the vertical lift is not electrically powered. Please see the attached marked up sheets for reference. Attachments RFI 019 Backup.pdf Bayley Construction,LP Page 1 of 2 Printed On: May 20,2024 02:12 PM PDT RFI#19-Vertical Lift Power Requirements Project:24057 Kent East Hill Operations Center Official Response Response from Bryce Nelson Bayley Construction,LP on Friday,Apr 19, 2024 at 02:46 PM PDT Please review the attached RFI. Bayley Construction requires a response to this correspondence no later than three(3) calendar 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)calendar 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 Tuesday,Apr 16, 2024 at 10:50 AM PDT See attached document Attachments KEHOC-rfi#19-vertical_lift_power_requirements_TWE Revl.pdf Bayley Construction,LP Page 2 of 2 Printed On: May 20,2024 02:12 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 #19: Vertical Lift Power Requirements 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 Apr 5,2024 Due Date Apr 19,2024 Location Cost Impact TBD Schedule Impact TBD Spec Section Cost Code Drawing Number 1A2.1A, 1A2.3A, 1A9.6, E3.1A, E3.3A Reference Linked Drawings Received From Justin Taylor(VECA ELECTRIC& TECHNOLOGIES, LLC) Copies To Brian Butler(Corona Steel),Jon Bosshart(VECA ELECTRIC&TECHNOLOGIES,LLC), Ken Brumley (SCI INFRASTRUCTURE,LLC), Leah Bryant(City of Kent),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC),Stacy Compton(VECA ELECTRIC& TECHNOLOGIES, LLC),Jason Craig(SCI INFRASTRUCTURE, LLC),Zac Garule(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent), Ryan Jackson(Sound Glass),Will Moore (City of Kent),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP),Sam Scarmardo(Wagner Architects and Planners), Mark Scoccolo(SCI INFRASTRUCTURE, LLC),Kevin Sodano(Pipe Construction, Inc.),Justin Taylor (VECA ELECTRIC&TECHNOLOGIES,LLC), Jessie Teague(VECA ELECTRIC& TECHNOLOGIES, LLC) Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday,Apr 5, 2024 at 03:32 PM PDT Sheets 1A2.1A, 1A2.3A,and 1A9.6 depict a vertical lift in Evidence Storage Room 262.This equipment load is not shown on any of the electrical drawings or panel schedules. Please confirm that the vertical lift is not electrically powered. Please see the attached marked up sheets for reference. Attachments RFI 019 Backup.pdf Awaiting an Official Response James Chong -Tres West Engineers- 2024-04-16 Provide new 120V, 1-phase, 30A circuit from Panel LP11S-2 to vertical lift. Provide 3/4"C with 2#10, #10G copper conductors. Bayley Construction,LP Page 1 of 1 Printed On:Apr 8,2024 08:29 AM PDT II 1 1 GENERAL NOTE: ' 1A3.7 I 1A3.2 1 1A3.8 WALLS ARE DIMENSIONED TO W A G N E R EDGE OF FRAMING UNLESS NOTED OTHERWISE A R C H I T E C T S EDGE OF ROOF ABOVE P L A N N E R S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - DOORS ARE 5" TYPICAL — — — — — — — — — — — — (INCLUDING JAMB) FROM FACE — 1 9 1 6 PIKE PLACE OF WALL UNLESS NOTED S E AT T L E WA 9 81 01 I I OTHERWISE 2 0 6 • 4 4 8 • 2 5 2 8 Iwag n era rchitects c o m NOTE: SEE SHEETS 1A4.0 & 1A4.1 FOR I CONCRETE TILT-UP 0004003 REGISTERED PANELS XX o O I ARCHITECT ff 1 - - - - I D.S. W2 W3 W4 D.S. W5 W6 D.S. W7 W8 W9 D.S. 10 11 D.S. STATE OF WASHINGT N aco CO � OO 0 CO OO OO 0 — _ — — — — — — — — — Consultants: H. 1D H.B. H.B. 1 A3.31 IL I S7 I 1 151 I I I I I I I I WALL @ CL OPEN OFFICE OF GRID ® I WALL @ CL EDGE OF SLAB I OF GRID ABOVE I /— BOLT-DOWN COLUMN � I I I BOLT-DOWN COLUMN PROTECTION, TYP. I II PROTECTION, TYP. Q�'1A3.30 152 II PW STREET 138 L I II1 1'-11" 7'-511 1 1A WAREHOUSE II — ju"�JA3.35 STAIRS J I? c 1c N I II M 3D � TI7LIT � 2 II CN � �1A0 I I I I I I I I I I I I I I 1A3.5 II N M II I I 150 O° I I I I I I IIIIIIIIIII UP I I II o I � LILILLIL 11 JANITOR -, z ? ti� 1 A9. �— FENCE, SEE 1A9.7 co 1 CD M II40 ON ((4S5 5 1/2" 5'-5" T-6" STAIRS 149 p WALL @ CL WALL @ CL ® 1 E T 4Q WC tfiA3� OF GRID, TYP. OF GRID, TYP. H B ASS, ,N GTO N u 00 ------ -- Xr,� KEHOC 153 I T T F - �- - � � I I X I I I 1 I 1 1 1 1 I I I Warehouse & Office 1 CC?? -IELEC. 11 1 UP I 148 1A3.4 J —�_ L — — — o SECONDARY 11 Building — — I LO EVIDENCE --- ---- -- EDGE OF SLAB I 1 STOR. J 1 A9.3 146 I ABOVE 12607 SE 248TH ST II DRIVE-THRU I I I I I KENT WA 1A3.0 L J BAY WALL @ CL WALL @ CL 98030 OF GRID, I II II I 1 1A F RID, 1A m LIFT 1A9.6 I iTYP. TYP. 1 6'-111 2'-11 1/2" �-�M3.33 I&A3.32 NFENCE, SEE 1A9. Q16 1B I_C'1?_ 1A M o Q o o M coQ 1A3.34 aD 1 w CONSOLIDATED 16 co I SET II ® 145 144 143 I z PW STORM PW SEWER PW WATER I JOB NO. 20223 ® � DRAINAGE < Date Revisions a x 147 I MARCH 19,2024-NOTICE TO PROCEED N 0 WALL @ CL EVIDENCE OF GRID S3 x STORAGE 0 04 I I x 12'-0" I 0 CY CY Ix I WALK-IN I U I C? /"o COOLER sheet contents � II lo, 1 A3.30 E L M i S2 1B FLOOR PLAN, :01H. /'— J H.B. - - - - _ — ,� LH.B. - - - - L H.B. - - — — — — — GROUND LEVEL 'A' III Tir °° 0 0 0 0 (0) I D`� D.S. D.S. D.S. D.'\J S. N E28 E27 E26 E25 E24 E23 E22 E21 E20 E19 E18 E17 E16 I 0 I w II I I I I I I I I I All material appearing herein constitutes the unpublished and R original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. z EDGE OF ROOF ABOVE 3 w r N Sheet No. `_ C) o ' N A B _ ENLARGED FLOOR PLAN SOUTH GROUND LEVEL w� 1A2 w z Q o o N SCALE: 1/8"= V-0" 01A zQ Ijj 0w J 0- fy EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 1 1 GENERAL NOTE: (I ' 1A3.7 I 1A3.2 1 1A3,8 WALLS ARE DIMENSIONED TO W A G N E R EDGE OF FRAMING UNLESS NOTED OTHERWISE A R C H I T E C T S PLANNERS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DOORS ARE 5" TYPICAL — — — — — — — — — — — — — — (INCLUDING JAMB) FROM FACE — 1 9 1 6 PIKE PLACE OF WALL UNLESS NOTED S E AT T L E WA 9 81 01 I 2 0 6 4 4 8 2 5 2 8 OTHERWISE I wagnerarchitects c o m I 0004003 REGISTERED I ARCHITECT I 7TEWANER STASHINGT N 0 — \ / \ 1 I WALL @ CL OF 1 I GRID / WALL @ CL OF PRE-FABRICATED MANUAL \\ WALL @ CL OF I 1 / \ 1 / / GRID GRID HORZONTAL SAFETY GATE \ OPEN TO BELOW I I 1 I OPEN TO WAREHOUSE 1 / BELOW / 2 1 0 // STAIRS \\ 1 \ I 1 / EVIDENCE 2 1 / 1A3.5 STORAGE DN I\ 1 / I 11 // EDGE OF MONITOR � i� �� EDGE OF MONITOR -------------� ABOVE TYP. ABOVE TYP. — — - — — — — — — — — — — — — — — — - - — — — — — — — — — — — - — — — — — — — — — — — - — — — — — — — — — — — — — — — — — -- — - — — — — — — — — — — — — — — — 4-A 11 I/ 1 STAIRS ` ENT 1 / v A S H I M G T ON — — �% KEHOC OPEN TO I I \ / - - - - - - - - - - - - - - - WALL - - - - - - - - - - - - - - - - -z — _ WALL@CLOF - - - � - - - - - - - - - - - 1 - - — WALL@CLOP - - - - - — WaC2I10USe 8i Office o — — BELOW - - - - - - - - -j DN / / 1 I � GRID / GRID / GRID, CONT. / Building 1A3.4 / 1 l / / FROM BELOW / I 1 40 ON I 1 .3 / 1 , / 12607 SE 248TH ST / 1 x\ I � / / 1 / I KENT WA / 1 98030 \I LIFT 1A9.6 v / v / A\ WALL @ CL OF GRID 1 m CONSOLIDATED Q SET / 1 / OPEN TO OPEN TO w / 1 OPEN TO I U) BELOW BELOW / 1 BELOW / \ w JOB NO. 20223 Date Revisions I 1 MARCH 19,2024-NOTICE TO PROCEED N 0 LLJ ry CI) /I 11 // \\ // \\ / \\ I Sheet Contents // vv FLOOR PLAN, ® V ---------------------- - SECOND LEVEL 'A' 1 0 N I N IO LLJ II I I I I I I I I I W All material appearingherein constitutes the unpublished and -- — —-- — — — — — — — — — — — — r 2 original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. r N Sheet No. � N o A B ENLARGED FLOOR PLAN SOUTH SECOND LEVEL WryW z Q o t�Eo N 10 SCALE: 1/8"= 1'-0" 1A203A zQ LE 0W W W p fy O a-x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 W A G N E R ARCHITECTS PLANNERS NOTE: INFORMATION PROVIDED IN THE DRAWINGS IS BASED ON 1 9 1 6 PIKE PLACE INFORMATION PROVIDED FROM THE ELEVATOR MANUFACTURER. S E AT T L E WA 9 81 01 CONTRACTOR SHALL VERIFY THE ACCURACY OF THIS 2'-011 2 0 6 • 4 4 8 • 2 5 2 8 INFORMATION, PRIOR TO CONSTRUCTION. THE CONTRACTOR w a g In e r a r c h i t e c t s c o m SHALL NOTIFY THE ARCHITECT OF ANY INACCURACIES OR CONFLICTS. LIFT STYLE IS DOUBLE SIDED, PRE-FABRICATED. 2'-6 1/2" MANUFACTURER'S SPECIFICATIONS TO BE LOCATED ON SITE. NOTE: PROVIDE ADDITIONAL 0004003 STUCTURAL SUPPORT AS REGISTERED REQUIRED BY MANUFACTURER ARCHITECT STRUCTURAL ENCLOSURE BY ARCHITECT. LIFT TOWER, LOCATE AND ETEWANER VERTICAL LIFT BY VERTICAL LIFT VENDOR, INSTALL PER MANUFACTURER srnT of wASIiINcr N ENTRY DOORS, SHOP DRAWINGS, AND LABOR r z Consultants: AND INDUSTRIES (CONVEYANCE) PERMIT BY o i�i ICI VERTICAL LIFT VENDOR AND INSTALLER O v 0 - 0 0 LL i i OLj - - - - - - - ------------- - ----- w - - - - - - PASS-THRU GATE PER Uj 4 i MANUFACTURER al o 1 A9.6 M >_ CONTROL PANEL C0 GRAB BAR N O 120 9/16" / CLR GUARD PANEL I , CAB BY MANUFACTURER r Q � 3: Cl — 9/16" CLR o w z o N. Q Ej)- Q Q M U C7 ~ co 2 C� = 5'-0" CAB LENGTH ENCLOSURE WALL, SEE FLOOR PLANS WITH STEEL STUDS AT 16" O.C. 12.0' NOTE: ALIGN INTERIOR FACE OF FINISHED FLOOR _ _ _ 6-1 1/4" HOISTWAY ENCLOSURE WALLS WITH PIT AND SECOND FLOOR OPENING, TYP. 40 GATE PROVIDED BY VENDOR KENT A S H I N G T O N 2 MAST; LOCATE AND PLAN VIEW AT SECOND FLOOR KEHOC SCALE:3/4"= V-0" INSTALL PER Warehouse & Office MANUFACTURER PLYWOOD AT EXTERIOR OF Building ENCLOSURE, TYP. 21-011 ENCLOSURE WALL, SEE 2'-6 9/16" 12607 SE 248TH ST WALL TYPE NOTE: PROVIDE ADDITIONAL KENT, WA GWB AT INTERIOR STUCTURAL SUPPORT AS 98030 = OF ENCLOSURE, REQUIRED BY MANUFACTURER c� TYP. w 0� LIFT TOWER; LOCATE AND 0 CONSOLIDATED o INSTALL PER MANUFACTURER PASS THRU DOOR BY SET o MANUFACTURER Q LU O U o o f O = it II JOB N0. 20223 J ILL O O Date Revisions o — — — — — — ------------------— — — — ------------— — DOOR PROVIDED MARCH 19,2024 NOTICE TO PROCEED BY VENDOR O z CO CII z 4 a' w % w w o Q z CONTROL PANELUJI 0 � GRAB BAR -oCID = 9/16" 0 ck VERTICAL LIFT CAB, GUARD PANEL ti CLR co 17-1/2 SQUARE FEET Z w U VERTICAL LIFT CAB C 9/16" CLR �I sheet Contents CD 41 BY MANUFACTURER VERTICAL LIFT z Lu M DETAILS I N 0.0' 5-0" CAB LENGTH ENCLOSURE WALL, SEE FLOOR N FINISHED FLOOR ❑ o 0 0 0 ❑ F77/ PLANS WITH STEEL STUDS AT 16" O.C. Z Y SUPPORT FRAME BY LIFT 5'-1 1/4" HOISTWAY NOTE: ALIGN INTERIOR FACE OF w 6-1 1/4" PIT WIDTH MANUFACTURER ENCLOSURE WALLS WITH PIT AND SECOND FLOOR SLAB OPENING TYP. All material appearing herein constitutes the unpublished and Of original work of the architect and may not be duplicated, d used,or disclosed without the written consent of the architect. H Z N SECTION PLAN VIEW AT GROUND FLOOR Sheet No. U � N SCALE:3/4"= V-0" SCALE:3/4"= V-0" wf� z o 1A906 �0w w a-U fy O a-x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 -� 4 16 , 15 , '1 � , ' 13 , ' 12 , ' 11 , ' 10, ' 9 g , GENERAL NOTES 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I T E C I S PROVIDE PLUG LOAD CONTROLLERS AS REQUIRED. "S" NEAR A RECEPTACLE P L A N N E R S / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INDICATESACONTROLLEDRECEPTACLEA DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 PIKE PLACE WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 4 4 8 2 5 2 8 CONTROLLED AND ONE UNCONTROLLED DUPLEX RECEPTACLE IN A COMMON BACKBOX. I 2. CONTROLLED RECEPTACLES IN STAND-ALONE ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE 000 OO - 0 o SWITCH AND OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL AUTOMATICALLY -FORKLIFT CHARGER ENERGIZE RECEPTACLES EVEN WHERE LIGHT FIXTURES ARE MANUAL ON. 53 ISTE 00 ® ® ® ® 0 ® 0 v 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL �SSIONALC'1 I WP LP14S-9 FORKLIFT CHARGER �o ��3813�.�'9 / - _ - - - - - - - - - - - - - - - - - - - - - - - - EXTERIOR WEATHERPROOF RECEPTACLES. / 9 LPTT� g 0 • LP12S-15 • _ LP14S-7 • P12S-2,4 9 • P 9 • W • 1"C, 3#6,#10G OLL-UP OR OLL-UP DOOR LP17S-13 OLL-UP OR LP12S-9 OLL-UP DOOR LP1 -1 ROLL-UP DOOR LP17S-27 S LP14S-2,4 6 Consultants; II LP12S-\ LP12S-9 LP17S-13 P WP 151 S I N I I OPEN OFFICE LP17S-15 S WP LP14S-1 TRB WEff /� 5/ _ LP17S-15 Slw mN� B . I I WP LP17S-3 5 E8 1 152 TRES WEST 2702 SOUTH 42ND STREET, SUITE ENGINEERS, INC. 301 IU116P12S-1 PW STREET LP12S-9 138 TACOMA, WA Phone: 53.4720330015 III II WP WP WP WAREHOUSE www.treswest.com LP14S-1 REF J III II 17S-23 l 1 T 1-1TI T Ff II WP IIIIIIIIIII II LP17s-23 I I I I I I I I I I I II 150 WID LIL L LL PLAN NOTES � JANIT� AlLP12S-13 LP17S-2 LP14S-1 L BLOCK HEATER.� IIIWP LLP17S-1 A2 OOWP O PROVIDE POWER TO PLUMBING FIXTURE /C� 7S-37 2 WeeLP12S-11 SENSOR. COORDINATE EXACT REQUIREMENTS - I I / LP17S-37 P14S WITH MANUFACTURER. 149 ® 2 I LP 2S-1 LP12S-1 LP12S-1 LP12S-9 I LP14S-3 LP14S-3 LP14S-3 ® LP14S-3 KENT I W WP % WP WP WP WP A,WP O PROVIDE MILBANK 125A, 120/240V MILLENNIUM WASH N G TON 12S SERIES UNMETERED POWER OUTLET WITH (1) 6 W 14-50R, (1)TT30R, AND (1) 5-20R GFI A 1- A - / i E8 13S WP 15S�WP WP RECEPTACLE CONFIGURATIONS AND (1)50A, -I - A,WP �i� LP15S-5 % LP15S-9 LP16S-15 (% LP1 -13 2P, 120/240V, (1) 30A, 1 P, 120V, AND (1)20A, 1 P, lZWP LP13S-7 LP1 S-15 153 LP13S-3 LP13S-3 I I LP15S-5 I I \ I I 120V CIRCUIT BREAKER CONFIGURATIONS. KEHOC P17� I I 'D.2,' �ELEc. - I I I I I Warehouse & Office J - - - - - - � LP13S-11 LP16S-7 4 NOT USED. WP � 1"C, 2#4, G Building LU11N-10 SECONDARY L � WP O I I O NOT USED. LP17S-1 WP IIIIII�.. 146 III EVIDENCE O LP15S-13 O6 COORDINATE OUTLET TYPE, WIRE SIZE AND T QUANTITY WITH MANUFACTURER PRIOR TO II III LATM311 l i l I I I I 12607 E 248TH T DRIVE-THRU ROUGH-IN. II BAY II II OCOORDINATE LOCATION WITH OWNER PRIOR KENT, WA O TO ROUGH-IN. 98030 II II II WPLP13S-9 O O8 PROVIDE CHATSWORTH CUBE-iT WALL WIDCD MOUNTED 19U CABINET WITH TEMPERED LP15S-11 I I GLASS DOOR#11900-X36. PROVIDE CABINET CONSOLIDATED WP WITH LOW-DECIBEL DUAL-FAN AND FILTER KIT LP1 -39 LP17S-11 144 #40975-001, TWO VERTICAL CABLING SECTION SET W SEWI LP15S-9 LP16S-15 143 #40970-711, CABLE PORT BRUSH KIT#25190-000, WP 1 �' WP - - LED LIGHT KIT 412803-701, POWER STRIP _ PW STORM LP13s-7 W WP PW WATER 412820-705, AND EATON RACKMOUNT UPS / I DRAINAGE I I I #SMART2200RMXL2U. JOB NO. 20223 WP Date Revisions 3 147 O PUSH BUTTON. COORDINATE EXACT LOCATION MARCH 19,2024 NOTICE TO PROCEED 1-1/2"C, 344, #8G WITH OWNER PRIOR TO ROUGH IN. P EVIDENCE LP17S-2,4 STORAGE I I I I I LP15S-5 I I I WP I I I LL 13S-3 WP LP17S-11 WP r I LP13S-7 I LP15S-9 LP16S-15 WP LP17S-1 I I WP WP WP I � I I I O LP17S-9 LP17S-6,8 g ROLL-UP DOOR ORKLIFT CHA7GER I LP13S-13 LP15S-15 ROLL-UP DOOR Sheet Contents -ROLL-UP R 1"C 3#6, #10G L J ROLL-UP DOOR W 13S-7 -ROLL-UP 00 ROLL-UP DOOR W 15S- ROLL-UP DOOR LP16S- /�� . LP17S-7 • 9 - _ _ _ _ _ - - _ �P�3- 9 • - 9 . - �P�'rs= -9 • - • g - - - - - • EEVERA GROUGED ND III 00 0 0 0 0 20V BLOCK 0 0 0 12®V BLOCK 0 12®V BLOCK 0 128V BLOCK 120V BLOC 0 WP HEATER P HEATER WP HEATER HEATER HEATER WP LP13S-1 LP15S-3 LP15S-1 LP16S-3 LP16S-5 I CGII - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - N mahstd qpealg hash mnbw the wpAMW ad a�deabedaTiAtl� tla�i�Mn�rad af�tlr ra��ed. Sheet No. ENLARGED GROUND LEVEL A POWER A Bm[ 1 SCALE: 1/8"= 1' E 3. 1 A z -� 4 16 , 15 , '1 � , ' 13 , ' 12 , ' 11 , ' 10, ' 9 g , GENERAL NOTES 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I T E C I S PROVIDE PLUG LOAD CONTROLLERS AS REQUIRED. "S" NEAR A RECEPTACLE P L A N N E R S — _- - - - - _ — — _ _ _ _ - - - -_- - - - _- - — _ _- - - - - -_ — _ - -_- - - - _ - - - - -_- - — _ _ _ INDICATES A CONTROLLED RECEPTACLE. A / I DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 P I K E P L A C E WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 • 4 4 8 • 2 5 2 8 CONTROLLED AND ONE UNCONTROLLED DUPLEX RECEPTACLE IN A COMMON BACKBOX. I 2. CONTROLLED RECEPTACLES IN STAND-ALONE ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE J. SWITCH AND OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL AUTOMATICALLY ENERGIZE RECEPTACLES EVEN WHERE LIGHT FIXTURES ARE MANUAL ON. vd d'� 53813��� o 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL ��S IIST EXTERIOR WEATHERPROOF RECEPTACLES. \ / / \ / LP24N- Consultants: LP24N-1TRBWEff \ / P� 11 / \\\ /// \\// I ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 1 / j WAREHOUSE / `\ Phone: 253.472.3300 1 / / www.treswest.com \ I 1 / EVIDENCE 1 / STORAGE 'C®9, _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - 1 1 V� LP24N-29 �/� \\\ I LP 4N-1 WA ENS N T CD _ I LP24N-29 LP24N-29 1 / 11/ \\ // \\ 0 // \ // KEHOC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -z - - - - - - - - - - - - - - - - - - 'D.2, - - - �7 - - - - - - - - - - - �- Warehouse & Office Buildin 11 X \\ /' I \\ ,/ I \\ // 12607 SE 248TH ST KENT, WA 98030 \ / CONSOLIDATED SET LE. / / I / I \ I / I \ I / \ JOB NO. 20223 Date Revisions MARCH 19,2024 NOTICE TO PROCEED sheet Contents / 1 LP24N-2 / \ / \ / ______________________ \ ENLARGED SECOND F, 1; LEVEL A POWER 0 I I I I � � II _ I I I I I I G -- - - - - - - - - - - - - -_ - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N hash mnbw the wrAMW ad r��aT to r�idMn�rad af�tr ra�rtecF. Sheet No. ENLARGED SECOND LEVEL A POWER A B SCALE: 1/8"= E 3.3A z II 1 1 GENERAL NOTE: ' 1A3.7 I 1A3.2 1 1A3.8 WALLS ARE DIMENSIONED TO W A G N E R EDGE OF FRAMING UNLESS NOTED OTHERWISE A R C H I T E C T S EDGE OF ROOF ABOVE P L A N N E R S - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - DOORS ARE 5" TYPICAL — — — — — — — — — — — — (INCLUDING JAMB) FROM FACE — 1 9 1 6 PIKE PLACE OF WALL UNLESS NOTED S E AT T L E WA 9 81 01 I I OTHERWISE 2 0 6 • 4 4 8 • 2 5 2 8 Iwag n era rchitects c o m NOTE: SEE SHEETS 1A4.0 & 1A4.1 FOR I CONCRETE TILT-UP 0004003 REGISTERED PANELS XX o O I ARCHITECT ff 1 - - - - I D.S. W2 W3 W4 D.S. W5 W6 D.S. W7 W8 W9 D.S. 10 11 D.S. STATE OF WASHINGT N aco CO � OO 0 CO OO OO 0 — _ — — — — — — — — — Consultants: H. 1D H.B. H.B. 1 A3.31 IL I S7 I 1 151 I I I I I I I I WALL @ CL OPEN OFFICE OF GRID ® I WALL @ CL EDGE OF SLAB I OF GRID ABOVE I /— BOLT-DOWN COLUMN � I I I BOLT-DOWN COLUMN PROTECTION, TYP. I II PROTECTION, TYP. Q�'1A3.30 152 II PW STREET 138 L I II1 1'-11" 7'-511 1 1A WAREHOUSE II — ju"�JA3.35 STAIRS J I? c 1c N I II M 3D � TI7LIT � 2 II CN � �1A0 I I I I I I I I I I I I I I 1A3.5 II N M II I I 150 O° I I I I I I IIIIIIIIIII UP I I II o I � LILILLIL 11 JANITOR -, z ? ti� 1 A9. �— FENCE, SEE 1A9.7 co 1 CD M II40 ON ((4S5 5 1/2" 5'-5" T-6" STAIRS 149 p WALL @ CL WALL @ CL ® 1 E T 4Q WC tfiA3� OF GRID, TYP. OF GRID, TYP. H B ASS, ,N GTO N u 00 ------ -- Xr,� KEHOC 153 I T T F - �- - � � I I X I I I 1 I 1 1 1 1 I I I Warehouse & Office 1 CC?? -IELEC. 11 1 UP I 148 1A3.4 J —�_ L — — — o SECONDARY 11 Building — — I LO EVIDENCE --- ---- -- EDGE OF SLAB I 1 STOR. J 1 A9.3 146 I ABOVE 12607 SE 248TH ST II DRIVE-THRU I I I I I KENT WA 1A3.0 L J BAY WALL @ CL WALL @ CL 98030 OF GRID, I II II I 1 1A F RID, 1A m LIFT 1A9.6 I iTYP. TYP. 1 6'-111 2'-11 1/2" �-�M3.33 I&A3.32 NFENCE, SEE 1A9. Q16 1B I_C'1?_ 1A M o Q o o M coQ 1A3.34 aD 1 w CONSOLIDATED 16 co I SET II ® 145 144 143 I z PW STORM PW SEWER PW WATER I JOB NO. 20223 ® � DRAINAGE < Date Revisions a x 147 I MARCH 19,2024-NOTICE TO PROCEED N 0 WALL @ CL EVIDENCE OF GRID S3 x STORAGE 0 04 I I x 12'-0" I 0 CY CY Ix I WALK-IN I U I C? /"o COOLER sheet contents � II lo, 1 A3.30 E L M i S2 1B FLOOR PLAN, :01H. /'— J H.B. - - - - _ — ,� LH.B. - - - - L H.B. - - — — — — — GROUND LEVEL 'A' III Tir °° 0 0 0 0 (0) I D`� D.S. D.S. D.S. D.'\J S. N E28 E27 E26 E25 E24 E23 E22 E21 E20 E19 E18 E17 E16 I 0 I w II I I I I I I I I I All material appearing herein constitutes the unpublished and R original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. z EDGE OF ROOF ABOVE 3 w r N Sheet No. `_ C) o ' N A B _ ENLARGED FLOOR PLAN SOUTH GROUND LEVEL w� 1A2 w z Q o o N SCALE: 1/8"= V-0" 01A zQ Ijj 0w J 0- fy EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 1 1 GENERAL NOTE: (I ' 1A3.7 I 1A3.2 1 1A3,8 WALLS ARE DIMENSIONED TO W A G N E R EDGE OF FRAMING UNLESS NOTED OTHERWISE A R C H I T E C T S PLANNERS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DOORS ARE 5" TYPICAL — — — — — — — — — — — — — — (INCLUDING JAMB) FROM FACE — 1 9 1 6 PIKE PLACE OF WALL UNLESS NOTED S E AT T L E WA 9 81 01 I 2 0 6 4 4 8 2 5 2 8 OTHERWISE I wagnerarchitects c o m I 0004003 REGISTERED I ARCHITECT I 7TEWANER STASHINGT N 0 — \ / \ 1 I WALL @ CL OF 1 I GRID / WALL @ CL OF PRE-FABRICATED MANUAL \\ WALL @ CL OF I 1 / \ 1 / / GRID GRID HORZONTAL SAFETY GATE \ OPEN TO BELOW I I 1 I OPEN TO WAREHOUSE 1 / BELOW / 2 1 0 // STAIRS \\ 1 \ I 1 / EVIDENCE 2 1 / 1A3.5 STORAGE DN I\ 1 / I 11 // EDGE OF MONITOR � i� �� EDGE OF MONITOR -------------� ABOVE TYP. ABOVE TYP. — — - — — — — — — — — — — — — — — — - - — — — — — — — — — — — - — — — — — — — — — — — - — — — — — — — — — — — — — — — — — -- — - — — — — — — — — — — — — — — — 4-A 11 I/ 1 STAIRS ` ENT 1 / v A S H I M G T ON — — �% KEHOC OPEN TO I I \ / - - - - - - - - - - - - - - - WALL - - - - - - - - - - - - - - - - -z — _ WALL@CLOF - - - � - - - - - - - - - - - 1 - - — WALL@CLOP - - - - - — WaC2I10USe 8i Office o — — BELOW - - - - - - - - -j DN / / 1 I � GRID / GRID / GRID, CONT. / Building 1A3.4 / 1 l / / FROM BELOW / I 1 40 ON I 1 .3 / 1 , / 12607 SE 248TH ST / 1 x\ I � / / 1 / I KENT WA / 1 98030 \I LIFT 1A9.6 v / v / A\ WALL @ CL OF GRID 1 m CONSOLIDATED Q SET / 1 / OPEN TO OPEN TO w / 1 OPEN TO I U) BELOW BELOW / 1 BELOW / \ w JOB NO. 20223 Date Revisions I 1 MARCH 19,2024-NOTICE TO PROCEED N 0 LLJ ry CI) /I 11 // \\ // \\ / \\ I Sheet Contents // vv FLOOR PLAN, ® V ---------------------- - SECOND LEVEL 'A' 1 0 N I N IO LLJ II I I I I I I I I I W All material appearingherein constitutes the unpublished and -- — —-- — — — — — — — — — — — — r 2 original work of the architect and may not be duplicated, used,or disclosed without the written consent of the architect. r N Sheet No. � N o A B ENLARGED FLOOR PLAN SOUTH SECOND LEVEL WryW z Q o t�Eo N 10 SCALE: 1/8"= 1'-0" 1A203A zQ LE 0W W W p fy O a-x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 W A G N E R ARCHITECTS PLANNERS NOTE: INFORMATION PROVIDED IN THE DRAWINGS IS BASED ON 1 9 1 6 PIKE PLACE INFORMATION PROVIDED FROM THE ELEVATOR MANUFACTURER. S E AT T L E WA 9 81 01 CONTRACTOR SHALL VERIFY THE ACCURACY OF THIS 2'-011 2 0 6 • 4 4 8 • 2 5 2 8 INFORMATION, PRIOR TO CONSTRUCTION. THE CONTRACTOR w a g In e r a r c h i t e c t s c o m SHALL NOTIFY THE ARCHITECT OF ANY INACCURACIES OR CONFLICTS. LIFT STYLE IS DOUBLE SIDED, PRE-FABRICATED. 2'-6 1/2" MANUFACTURER'S SPECIFICATIONS TO BE LOCATED ON SITE. NOTE: PROVIDE ADDITIONAL 0004003 STUCTURAL SUPPORT AS REGISTERED REQUIRED BY MANUFACTURER ARCHITECT STRUCTURAL ENCLOSURE BY ARCHITECT. LIFT TOWER, LOCATE AND ETEWANER VERTICAL LIFT BY VERTICAL LIFT VENDOR, INSTALL PER MANUFACTURER srnT of wASIiINcr N ENTRY DOORS, SHOP DRAWINGS, AND LABOR r z Consultants: AND INDUSTRIES (CONVEYANCE) PERMIT BY o i�i ICI VERTICAL LIFT VENDOR AND INSTALLER O v 0 - 0 0 LL i i OLj - - - - - - - ------------- - ----- w - - - - - - PASS-THRU GATE PER Uj 4 i MANUFACTURER al o 1 A9.6 M >_ CONTROL PANEL C0 GRAB BAR N O 120 9/16" / CLR GUARD PANEL I , CAB BY MANUFACTURER r Q � 3: Cl — 9/16" CLR o w z o N. Q Ej)- Q Q M U C7 ~ co 2 C� = 5'-0" CAB LENGTH ENCLOSURE WALL, SEE FLOOR PLANS WITH STEEL STUDS AT 16" O.C. 12.0' NOTE: ALIGN INTERIOR FACE OF FINISHED FLOOR _ _ _ 6-1 1/4" HOISTWAY ENCLOSURE WALLS WITH PIT AND SECOND FLOOR OPENING, TYP. 40 GATE PROVIDED BY VENDOR KENT A S H I N G T O N 2 MAST; LOCATE AND PLAN VIEW AT SECOND FLOOR KEHOC SCALE:3/4"= V-0" INSTALL PER Warehouse & Office MANUFACTURER PLYWOOD AT EXTERIOR OF Building ENCLOSURE, TYP. 21-011 ENCLOSURE WALL, SEE 2'-6 9/16" 12607 SE 248TH ST WALL TYPE NOTE: PROVIDE ADDITIONAL KENT, WA GWB AT INTERIOR STUCTURAL SUPPORT AS 98030 = OF ENCLOSURE, REQUIRED BY MANUFACTURER c� TYP. w 0� LIFT TOWER; LOCATE AND 0 CONSOLIDATED o INSTALL PER MANUFACTURER PASS THRU DOOR BY SET o MANUFACTURER Q LU O U o o f O = it II JOB N0. 20223 J ILL O O Date Revisions o — — — — — — ------------------— — — — ------------— — DOOR PROVIDED MARCH 19,2024 NOTICE TO PROCEED BY VENDOR O z CO CII z 4 a' w % w w o Q z CONTROL PANELUJI 0 � GRAB BAR -oCID = 9/16" 0 ck VERTICAL LIFT CAB, GUARD PANEL ti CLR co 17-1/2 SQUARE FEET Z w U VERTICAL LIFT CAB C 9/16" CLR �I sheet Contents CD 41 BY MANUFACTURER VERTICAL LIFT z Lu M DETAILS I N 0.0' 5-0" CAB LENGTH ENCLOSURE WALL, SEE FLOOR N FINISHED FLOOR ❑ o 0 0 0 ❑ F77/ PLANS WITH STEEL STUDS AT 16" O.C. Z Y SUPPORT FRAME BY LIFT 5'-1 1/4" HOISTWAY NOTE: ALIGN INTERIOR FACE OF w 6-1 1/4" PIT WIDTH MANUFACTURER ENCLOSURE WALLS WITH PIT AND SECOND FLOOR SLAB OPENING TYP. All material appearing herein constitutes the unpublished and Of original work of the architect and may not be duplicated, d used,or disclosed without the written consent of the architect. H Z N SECTION PLAN VIEW AT GROUND FLOOR Sheet No. U � N SCALE:3/4"= V-0" SCALE:3/4"= V-0" wf� z o 1A906 �0w w a-U fy O a-x NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 -� 4 16 , 15 , '1 � , ' 13 , ' 12 , ' 11 , ' 10, ' 9 g , GENERAL NOTES 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I T E C I S PROVIDE PLUG LOAD CONTROLLERS AS REQUIRED. "S" NEAR A RECEPTACLE P L A N N E R S / - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - INDICATESACONTROLLEDRECEPTACLEA DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 PIKE PLACE WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 4 4 8 2 5 2 8 CONTROLLED AND ONE UNCONTROLLED DUPLEX RECEPTACLE IN A COMMON BACKBOX. I 2. CONTROLLED RECEPTACLES IN STAND-ALONE ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE 000 OO - 0 o SWITCH AND OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL AUTOMATICALLY -FORKLIFT CHARGER ENERGIZE RECEPTACLES EVEN WHERE LIGHT FIXTURES ARE MANUAL ON. 53 ISTE 00 ® ® ® ® 0 ® 0 v 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL �SSIONALC'1 I WP LP14S-9 FORKLIFT CHARGER �o ��3813�.�'9 / - _ - - - - - - - - - - - - - - - - - - - - - - - - EXTERIOR WEATHERPROOF RECEPTACLES. / 9 LPTT� g 0 • LP12S-15 • _ LP14S-7 • P12S-2,4 9 • P 9 • W • 1"C, 3#6,#10G OLL-UP OR OLL-UP DOOR LP17S-13 OLL-UP OR LP12S-9 OLL-UP DOOR LP1 -1 ROLL-UP DOOR LP17S-27 S LP14S-2,4 6 Consultants; II LP12S-\ LP12S-9 LP17S-13 P WP 151 S I N I I OPEN OFFICE LP17S-15 S WP LP14S-1 TRB WEff /� 5/ _ LP17S-15 Slw mN� B . I I WP LP17S-3 5 E8 1 152 TRES WEST 2702 SOUTH 42ND STREET, SUITE ENGINEERS, INC. 301 IU116P12S-1 PW STREET LP12S-9 138 TACOMA, WA Phone: 53.4720330015 III II WP WP WP WAREHOUSE www.treswest.com LP14S-1 REF J III II 17S-23 l 1 T 1-1TI T Ff II WP IIIIIIIIIII II LP17s-23 I I I I I I I I I I I II 150 WID LIL L LL PLAN NOTES � JANIT� AlLP12S-13 LP17S-2 LP14S-1 L BLOCK HEATER.� IIIWP LLP17S-1 A2 OOWP O PROVIDE POWER TO PLUMBING FIXTURE /C� 7S-37 2 WeeLP12S-11 SENSOR. COORDINATE EXACT REQUIREMENTS - I I / LP17S-37 P14S WITH MANUFACTURER. 149 ® 2 I LP 2S-1 LP12S-1 LP12S-1 LP12S-9 I LP14S-3 LP14S-3 LP14S-3 ® LP14S-3 KENT I W WP % WP WP WP WP A,WP O PROVIDE MILBANK 125A, 120/240V MILLENNIUM WASH N G TON 12S SERIES UNMETERED POWER OUTLET WITH (1) 6 W 14-50R, (1)TT30R, AND (1) 5-20R GFI A 1- A - / i E8 13S WP 15S�WP WP RECEPTACLE CONFIGURATIONS AND (1)50A, -I - A,WP �i� LP15S-5 % LP15S-9 LP16S-15 (% LP1 -13 2P, 120/240V, (1) 30A, 1 P, 120V, AND (1)20A, 1 P, lZWP LP13S-7 LP1 S-15 153 LP13S-3 LP13S-3 I I LP15S-5 I I \ I I 120V CIRCUIT BREAKER CONFIGURATIONS. KEHOC P17� I I 'D.2,' �ELEc. - I I I I I Warehouse & Office J - - - - - - � LP13S-11 LP16S-7 4 NOT USED. WP � 1"C, 2#4, G Building LU11N-10 SECONDARY L � WP O I I O NOT USED. LP17S-1 WP IIIIII�.. 146 III EVIDENCE O LP15S-13 O6 COORDINATE OUTLET TYPE, WIRE SIZE AND T QUANTITY WITH MANUFACTURER PRIOR TO II III LATM311 l i l I I I I 12607 E 248TH T DRIVE-THRU ROUGH-IN. II BAY II II OCOORDINATE LOCATION WITH OWNER PRIOR KENT, WA O TO ROUGH-IN. 98030 II II II WPLP13S-9 O O8 PROVIDE CHATSWORTH CUBE-iT WALL WIDCD MOUNTED 19U CABINET WITH TEMPERED LP15S-11 I I GLASS DOOR#11900-X36. PROVIDE CABINET CONSOLIDATED WP WITH LOW-DECIBEL DUAL-FAN AND FILTER KIT LP1 -39 LP17S-11 144 #40975-001, TWO VERTICAL CABLING SECTION SET W SEWI LP15S-9 LP16S-15 143 #40970-711, CABLE PORT BRUSH KIT#25190-000, WP 1 �' WP - - LED LIGHT KIT 412803-701, POWER STRIP _ PW STORM LP13s-7 W WP PW WATER 412820-705, AND EATON RACKMOUNT UPS / I DRAINAGE I I I #SMART2200RMXL2U. JOB NO. 20223 WP Date Revisions 3 147 O PUSH BUTTON. COORDINATE EXACT LOCATION MARCH 19,2024 NOTICE TO PROCEED 1-1/2"C, 344, #8G WITH OWNER PRIOR TO ROUGH IN. P EVIDENCE LP17S-2,4 STORAGE I I I I I LP15S-5 I I I WP I I I LL 13S-3 WP LP17S-11 WP r I LP13S-7 I LP15S-9 LP16S-15 WP LP17S-1 I I WP WP WP I � I I I O LP17S-9 LP17S-6,8 g ROLL-UP DOOR ORKLIFT CHA7GER I LP13S-13 LP15S-15 ROLL-UP DOOR Sheet Contents -ROLL-UP R 1"C 3#6, #10G L J ROLL-UP DOOR W 13S-7 -ROLL-UP 00 ROLL-UP DOOR W 15S- ROLL-UP DOOR LP16S- /�� . LP17S-7 • 9 - _ _ _ _ _ - - _ �P�3- 9 • - 9 . - �P�'rs= -9 • - • g - - - - - • EEVERA GROUGED ND III 00 0 0 0 0 20V BLOCK 0 0 0 12®V BLOCK 0 12®V BLOCK 0 128V BLOCK 120V BLOC 0 WP HEATER P HEATER WP HEATER HEATER HEATER WP LP13S-1 LP15S-3 LP15S-1 LP16S-3 LP16S-5 I CGII - - - - - - - - - - - - - - - - - - - - - - -_ - - - - - - - - - - N mahstd qpealg hash mnbw the wpAMW ad a�deabedaTiAtl� tla�i�Mn�rad af�tlr ra��ed. Sheet No. ENLARGED GROUND LEVEL A POWER A Bm[ 1 SCALE: 1/8"= 1' E 3. 1 A z -� 4 16 , 15 , '1 � , ' 13 , ' 12 , ' 11 , ' 10, ' 9 g , GENERAL NOTES 1. PROVIDE CONTROLLED RECEPTACLES PER W A G N E R WASHINGTON STATE ENERGY CODE C405.10. A R C H I T E C I S PROVIDE PLUG LOAD CONTROLLERS AS REQUIRED. "S" NEAR A RECEPTACLE P L A N N E R S — _- - - - - _ — — _ _ _ _ - - - -_- - - - _- - — _ _- - - - - -_ — _ - -_- - - - _ - - - - -_- - — _ _ _ INDICATES A CONTROLLED RECEPTACLE. A / I DUPLEX RECEPTACLES SHALL BE SPLIT-WIRED 1 9 1 6 P I K E P L A C E WITH THE TOP HALF CONTROLLED. DOUBLE S E AT T L E WA 9 81 01 DUPLEX RECEPTACLES SHALL BE ONE 2 0 6 • 4 4 8 • 2 5 2 8 CONTROLLED AND ONE UNCONTROLLED DUPLEX RECEPTACLE IN A COMMON BACKBOX. I 2. CONTROLLED RECEPTACLES IN STAND-ALONE ROOMS TO BE CONTROLLED VIA LOW-VOLTAGE J. SWITCH AND OCCUPANCY SENSOR. OCCUPANCY SENSOR SHALL AUTOMATICALLY ENERGIZE RECEPTACLES EVEN WHERE LIGHT FIXTURES ARE MANUAL ON. vd d'� 53813��� o 3. PROVIDE LOCKABLE IN-USE COVER FOR ALL ��S IIST EXTERIOR WEATHERPROOF RECEPTACLES. \ / / \ / LP24N- Consultants: LP24N-1TRBWEff \ / P� 11 / \\\ /// \\// I ENGINEERS TRES WEST ENGINEERS, INC. 2702 SOUTH 42ND STREET, SUITE 301 TACOMA, WA 98409-7315 1 / j WAREHOUSE / `\ Phone: 253.472.3300 1 / / www.treswest.com \ I 1 / EVIDENCE 1 / STORAGE 'C®9, _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - 1 1 V� LP24N-29 �/� \\\ I LP 4N-1 WA ENS N T CD _ I LP24N-29 LP24N-29 1 / 11/ \\ // \\ 0 // \ // KEHOC - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -z - - - - - - - - - - - - - - - - - - 'D.2, - - - �7 - - - - - - - - - - - �- Warehouse & Office Buildin 11 X \\ /' I \\ ,/ I \\ // 12607 SE 248TH ST KENT, WA 98030 \ / CONSOLIDATED SET LE. / / I / I \ I / I \ I / \ JOB NO. 20223 Date Revisions MARCH 19,2024 NOTICE TO PROCEED sheet Contents / 1 LP24N-2 / \ / \ / ______________________ \ ENLARGED SECOND F, 1; LEVEL A POWER 0 I I I I � � II _ I I I I I I G -- - - - - - - - - - - - - -_ - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N hash mnbw the wrAMW ad r��aT to r�idMn�rad af�tr ra�rtecF. Sheet No. ENLARGED SECOND LEVEL A POWER A B SCALE: 1/8"= E 3.3A z BAYLEY8005 CP-012 Bayley Construction,LP Project:24057-Kent East Hill Operations Center S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #091 - RFI-074 - Storm Drainage Piping Material Conflict Origin: RFI#74:Storm Drainage Piping Material Conflict Date Created: 6/11/2024 Created By: Nils Brian Nilsson Status: Submitted, Proceeding Scope: In 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. 02-300-001.S SCI INFRASTRUCTURE,LLC Is 1.0 $33,939.00 $33,939.00 $33,939.00 $33,939.00 1.0 $33,939.00 $33,939.00 $33,939.00 $0.00 Earthwork 24057-4005 Sub.Commitments- Subcontracts Description: RFI-074-Storm Drainage Piping Conflict 00-000-000.PO Is 1.0 $5,091.00 $5,091.00 $5,091.00 $5,091.00 1.0 $5,091.00 $5,091.00 $5,091.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractor Fee(15%) Grand Totals $39,030.00 $39,030.00 $39,030.00 $39,030.00 $0.00 $0.00 $0.00 $39,030.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:6/11/2024 at 03:35PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 091 Project No.24507 Doc#: RFI-074 Work Description: RFI-074-Storm Drainage Piping Material Conflict CP-012 Date: 6/10/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs SCI-Material Changes per RFI-074 Response. 1 LS $ $ $ 33,939.00 $ 33,939 $ 33,939 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 33,939 Clarification.Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 33,939 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% $ 5,091 GRAND TOTAL $ 39,030 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-1 Bayley Construction. To prevent delays and further impacts please approve by: 6/11/2024 Owner's Representative Date Bayley Construction Date SO � Infrastructure, CAP Summary Project Name: Kent East Hill Operations Center(KEHOC) # Project No, Document Reference: Date: 617/2024 To Gen Contractor: Bayley Construction,Inc. Contractor Ref.No. Description: Material changes per RFI#74 Response 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct labor Costs: a. Crew(apprentices,journeymen,&laborers) $ 760,49 b. Direct Supervision(Not to exceed 15%of labor) $ 114.07 C. Safety allowance on direct labor at 2% $ 15.21 d. Small too]allowance on direct labor at 3% $ 22-81 1.CRAFT LABOR COSTS $ 912,59 2. MATERIAL COSTS a. Material costs $ 28,302.85 Use Tax on Materials(When applicable) 2.MATERIAL COSTS $ 28,302.85 3. EQUIPMENT COSTS a. SCI owned equipment $ 297.16 3.EQUIPMENT COSTS $ 297.16 SUBTOTAL 1 thru 3 $ 29,612.60 4. SCI's FEE ON OWN WORK a. 15.00% $ 4.426,89 4.GC PERFORMED WORK TOTAL $ 33,939.00 Sub's Fee, Subcontractor Insurance Subcontractor 5. TIER SUBCONTRACTORS subtotal and Bond total a. $ $ b. $ $ $ c. $ $ $ d. $ $ $ e. $ $ $ f. $ S $ 9. $ $ $ h. $ $ $ I. $ $ $ 1• $ $ $ - S.SUBCONTRACTORS $ 6. SCI's FEE ON TIER WORK a. 5.00% $ 6.TIER PERFORRED WORK TOTAL $ - TOTAL FEE $ 4,427.00 7. INSURANCE a, liability insurance 0.000%of 1-6 $ 7.INSURANCE $ - 8. BOND a. bond 0.000%of 1-7 $ 8.BOND $ TOTAL COST(4,5,6,7, ,9) $ 33,939,00 KEHOCCO Template—Pipe Materials Change page 1 of g Issued6/10/2024 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCO# Project No. 2405 New Material Costs per Quote from HO Fowler Dale: 617I2024 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material Equipment Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager hrs $150.00 $ $ $ $ Field Engineer hrs $125.00 $ $ $ $ Foreman hrs $100.05 $ § $ $ PI ela er hrs $70.41 $ $ $ $ Flagging Supervisor hrs $66.42 $ $ $ $ Flagger hrs $58.64 $ $ $ $ Operator 2 each hrs $95.98 $ $ $ $ Teamster hrs $87.55 $ $ $ $$ $$ $$ $ Grade Engineer ss $ 950 Laborer $g Overtime Rate Foreman OT hrs $135.22 $ $ $ $ Pi ela rOT hrs $96.47 $ $ $ $ Flagger OT hrs $78.94 $ $ $ $ Operator OT hrs $129.13 $ $ $ $ Teamster OT hrs $116A8 8 $ S $ Grade Engineer OT hrs $127.84 $ $ $ $ Laborer OT hrs $94.59 $ $ $ $ Equipment Air Compressor/Jackhammer hrs $ $ $38.92 $ $ 160 Grader hrs $ $ $179.56 $ $ PC39OLC hrs $ $ $164.32 $ $ D51 Dozer hre $ $ $111.17 § $ 960 Loader hrs $ $ $74.29 $ $ Foreman Pick-up hre $ $ $35.70 $ g Vibratory Roller hrs $ $ $101.21 $ $ JD Articulated Truck hrs $ $ $350.91 $ $ 330 Excavator w/ ear hrs $ $ $110.21 $ g JD 245 Excavator hrs $ $ $145-81 $ $ Water Truck hrs 1 1$ $ $59.68 $ $ Skid Steer hrs $ $ $96.62 $ $ Mini-Excavator hrs $ $ $62.24 $ $ 450 dozer hrs $ $ $68.66 $ $ 650 dozer hrs $ $ $120.61 $ $ 700 dozer hrs $ 8 $138.57 It § 850 dozer hrs $ g $226.59 $ $ Plate Compactor hrs $ $ $14.23 8 $ 84"Roller hrs $ $ $111.20 $ $ 60"to 66"Roller hrs 8 $ $93.59 $ 8 Articulate Dump hrs $ $ $194.23 $ $ 930 Loader hrs 8 $ $80.92 $ $ Side Dump hrs $ $ $117.45 $ $ Generator and Pumphrs S $ $32.55 $ $ Motor Grader hrs is I $ $136.01 $ $ Materials/Services/Rentals 12"CL 50 DI Pie 200.75 LF 8 $63.87 $ 12,821.90 $ $ 12,821.90 8"CL 50 DI Pipe 419.75 LF $ $38.73 $ 16,256.92 $ $ 16,256.92 6"CL 50 DI Pipe 73 LF $ $28.80 $ 2,102.25 $ $ 2,102.25 12"CL 200 SOR21 Pll a 180 LF $ $39.19 $ 7,054.20 $ $ 7,054.20 12"IPS PVC Sanded MH Adapter 3 EA $ $270.55 $ 811.65 $ $ 811.65 Fillings 13 FA $ $33.61 $ 436.93 $ $ 436.93 $ $ $ S S g S $ 3 3 $ 8 $ $ It $ $ $ s $ s $ $ $ is 1 1$ 39,483.85 1 1$ $ 39,483.85 KEHMCOn-plate Pipe Materialsmano Page /^ of W.MVW204 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCOAt 0 Project No. NOS Time Materials Coal per Bltl Date: 6/712024 Time me quote from HD Fowler Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material E ui ment Total Description quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager tire $150.00 $ S $ $ Field Engineer hrs $125.00 S S S S Foreman his $100.05 It $ $ $ Pilmlayer hrs $70.41 $ $ $ $ Flaggi Su ervisor he $66A2 $ $ $ $ Flogger has $58.64 Operator 2each hrs $95.96 $ S $ $ Teamster hrs $87.55 $ $ $ 3 Grade Engineer hrs $95.10 $ $ g $ Laborer hrs $69.15 $ S $ $ Overtime Rate Foramen OT has $135.22 $ $ Is $ Pipelayer OT has $96.47 $ $ $ S Flogger OT has $78.94 $ $ $ $ Operator OT hrs $129A3 $ $ $ $ Teamster OT bra $116.48 $ S $ $ Grade Engineer OT has $127.84 $ $ $ $ Laborer OT has $94.59 $ g $ $ Equipment Air Com ressedJackhammer has $ $ $38.92 $ $ 160 Grader hrs $ $ $179.56 $ $ PC39OLC hrs $ $ $164.32 $ $ D61 Dozer has IS $ $111.17 $ $ 950 Loader hrs $ $ $74.29 $ S Foreman Pickup his $ $ $35.70 $ $ Vibratory Roller Ius $ $ $101.21 $ $ JDAdiculated Tuck hrs $ S $350.91 $ $ 330 Excavator wlear has $ $ $110.21 $ $ JD 245 Excavator hrs $ S $145.81 $ $ Water Truck hrs $ $ $59.69 $ $ Skid Steer me $ $ $96.62 $ $ Mini-Excavator hrs $ g $62.24 $ $ 450 dozer hrs $ $ $68.66 E E 650 dozer hrs $ $ $120.61 E $ 700 dozer he $ $ $138.67 $ $ 850 dozer as $ $ $226.59 $ $ Plate Compactor hrs $ $ $14.23 $ $ 64"Roller his S $ $111.20 $ $ Ms $ $ $ $ Ivs $ $ $ S hs $ $ E $ Side Dumphrs $ $ $90.69 $ $ Generator and Pumphrs § $ $32.55 $ $ Bedding Box hrs 1$ $ $7.86 $ $ Material 12"SDR35 Pipe 200.75 LF $ -W.18 $ 4,452.64 $ $ 4,452.64 8"SDR35 Pipe 419.75 LF $ -$9.90 $ 4155.53 $ $ 4155.53 6"SOR35 Pipe 73 LF $ 55.45 $ 397.85 $ $ 397.05 12"SDR35 Pipe 180 LF $ -$22.18 E 3,992.40 $ E 3992.40 12"SDR35 Sanded MH Adapter 3 EA $ S169.55 $ (508.65) $ $ (508.65) E S S $ s s s s s s s s s s s s s s $ s is $ 13,507.06 § § (13,607-111 3� 8 COP Cost Breakdown Project Name: Kent East Hill Operations Center PCON 0 Project No. 2405 t5%Restockncludes Fee Time far SCI nedCrew MaterialsReuaFreight Fee Date: ert/2024 Includes Time for SCI Crew to Rebuntlle Pipe Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material E ui ment Total Description Quantity Type Unit$ Unit$ Co.[ Unit$ I Cost Cost Project Manager his $150.00 $ $ $ $ Field Engineer lies $125.00 $ $ $ $ Foreman 1 his $100.05 $ 100.05 S $ $ 100.05 Pipelayer hrs $70.41 $ $ $ $ Flagging Su erAsor his $66A2 $ S $ $ Flogger bra $58.64 Operator 4 his $95.96 $ 383.84 $ $ s 383.84 Teamster Iva $8T55 S $ S $ GLarab d Ineer 95.70 $ $ $ er 4 vs $369. 5 § 6 $ $ S 276.80 Overtime Rate Foremen OT his $135.22 $ $ $ $ PI ela er OT hrs $96.47 $ S $ $ Flogger OT his $78.94 S S S $ Operator OT his $129.13 $ S S $ Teamster OT his $116.48 S $ S $ Grade Engineer OT his $127.84 $ $ $ $ Laborer OT his $94.59 $ $ $ $ Equipment Air Com ressorlJackhommer his $ § $38.92 $ $ 160 Grader his $ $ $179.56 $ $ PC39OLC his $ $ $164.32 $ $ D61 Dozer his $ $ $111.17 $ $ 960 Loader 4 bra $ $ $74.29 $ 297.16 $ 297.16 Foreman Pick-up bra $ $ $36.70 $ $ Vibratory Roller hrs $ $ $101.21 $ $ JD Articulated Truck bra $ $ $350.91 $ $ 330 Excavator wlear bra $ $ $110.21 $ $ JD 245 Excavator bra $ $ $145.81 $ $ Water Truck bra $ S $59.68 $ $ Skid Steer his $ $ $96.62 $ $ Mini-Excavator hrs $ $ $62.24 $ $ 450 dozer his $ $ $68.66 § $ 660 dozer hrs $ $ $120.61 $ - $ -700 dozer his $ $ $138.57 $ $ 850 dozer his $ $ $226.69 $ $ Plate Compactor his $ $ $14.23 $ $ 84"Roller his $ $ $111.20 $ $ 60"10 66"Roller hrs $ $ $93.59 $ $ Articulate Dump hrs $ $ $194.23 $ $ 930 Loader is S $ $80.92 $ $ Side Dumpbra $ $ $717.46 $ $ Generator and Pump bra Is 1 1$ $32.65 $ $ Motor Grader I his 11 1$ S $136.01 $ $ Material Restock Fee 15% S $13,507.06 $ 2,026.06 $ $ 2,026.06 - Return Freight Fee 2 EA $ $150.00 $ 300.00 $ $ 300.00 $ $ $ $ S S S S s a s s $ $ $ $ s s s s s s s s s s s s s s s § s s s s S 760.49 $ 2,326.06 1 11 297.16 S 3,383.77 Chris Hansen From: James Kehr <jamesk@hdfowler.com> Sent: Wednesday,June 5, 2024 12:37 PM To: Chris Hansen Cc: Morgan Goenner; Michael Owens,James Kehr Subject: KEHOC -STORM PIPE CHANGES - HDFowler Estimate E556039 Attachments: KEHOC -STORM PIPE CHANGES - HDFowler Estimate E556039 JAMESK EMAIL 06-05-24 12.32.08.xlsx Chris—Please see the quote for all the pipe that has changed. Keep in mind, there will be a 15% restocking fee for the items coming back as well as$150 freight per load to deliver and return materials. Callw/questions. Thanks, Jk Attached is a Quote from H.D. Fowler Company. Project: KEHOC -STORM PIPE CHANGES Location: KENT Quote#: E556039 Bid Date: 06/05/24 Estimator: James Kehr James Kehr i Outside Sales,Waterworks HD Fowler Company i Pacific Branch Phone:(253)263-0824 Page 1 of 1 Pacific Branch H.D. FOWLER 1417 Thornton Ave SW 01 COMPANY Pacific,WA 98047 (253) 863-8600 or(800)487-6533 ESTIMATION Date: 06/05/24 Project: KEHOC-STORM PIPE CHANGES Estimate#: E556039 Location: KENT Bid Date: 06/05/24 Estimator: James Kehr Engineer: jamesk@hdfowler.com Owner/Agency: TO CONTRACTORS: Attached is the H. D. Fowler Company estimate of materials that may be required for the above-listed project. This estimate may have been made without reviewing any project plans and/or specifications and is intended for general budgeting and planning purposes only. It is possible that unforeseen project requirements have been left out of this general estimate. To accurately bid any project, it is necessary for the contractor to perform their own materials and quantities take-off. We strongly suggest that the contractor request a quotation of the project material from H. D. Fowler Company before bidding or ordering material for a project. This estimation does not make any representations,expressed or implied,that may constitute a binding agreement between any parties. � 0�8 Bid No:E556039 Page 1 of 1 01H.D. FOWLER COMPANY Customer: SCI INFRASTRUCTURE LLC Estimate: E556039 Estimator: James Kehr Bid Date: 6/5/2024 Job Name: KEHOC-STORM PIPE CHANGES Location: KENT Line Qty UoM Description Unit Price Extended Price STORM DRAIN PIPE CHANGES 1 200.75 FT 12"CL 50 DI PIPE TJ 18.25'LENGTH ASPHALTIC COATED ANSI/AWWA 63.87 12,821.90 C151/A21.51 AND CEMENT LINED ANSI/AWWA C104/A21.4 WITH SBR GASKET 2 419.75 FT 8"CL 50 DI PIPE TJ 18.25'LENGTH ASPHALTIC COATED ANSI/AWWA 38.73 16,256.92 C151/A21.51 AND CEMENT LINED ANSI/AWWA C104/A21.4 WITH SBR GASKET 3 73 FT 6"CL 50 DI PIPE TJ 18.25'LENGTH ASPHALTIC COATED ANSI/AWWA 28.79 2,101.67 C151/A21.51 AND CEMENT LINED ANSI/AWWA C104/A21.4 WITH SBR GASKET 4 180 FT 12"CL200 SDR21 IPS GASKETED PVC PIPE 20'LENGTH 39.19 7,054.20 5 1 EA 12"MIDDLE RING FOR 501A COUPLING ROMAC 129.19 129.19 6 2 EA 12"RED END RING FOR 501 COUPLING ROMAC 58.40 116.80 7 2 EA 12.24-12.50A RED SBR GASKET FOR 501 COUPLING ROMAC 46.29 92.58 8 8 EA 5/8"X 10-1/2"BOLT&NUT FOR 501 COUPLING ROMAC 12.29 98.32 9 3 EA 12"IPS PVC SANDED MANHOLE COUPLING&GASKET FOR IPS PIPE 270.55 811.65 Section Subtotal: 39,483.23 Approximate Total 39,483.23 -7 D1 Chris Hansen From: Morgan Goenner <morgang@hdfowler.com> Sent: Friday,June 7, 2024 10:59 AM To: Chris Hansen Cc: James Kehr Subject: RE: SDR35 Pricing Chris, Updated per our convo- 18" (140')-$6248.20 � 12" (756')-$16768.08 — 8"(588')-$5821.20 6"(924')-$5035.805�5/LF 18"sandcollars(6)-$2504.40 12"sandcollars(21)-$3560.55 8"sandcollars (19) -$1208.40 6" sandcollars (15)-$942.00 Morgan Goenner i Project Coordinator HD Fowler Company ) Pacific Branch Phone:(253)290-2943 From: Morgan Goenner Sent:Thursday,June 6,2024 9:26 AM To: Chris Hansen<Chris.Hansen@scibuilds.com> Cc:James Kehr<jamesk@hdfowier.com> Subject:SDR35 Pricing Chris, Here is the pricing on the SDR35 that you guys purchased, also including the sandcollars. 18" (140')-$6248.20 12" (756')-$16768.08 8"(588')-$5821.20 18"sandcollars(6)-$2504.40 12"sandcollars(21)-$3560.55 8" sandcollars (19)-$1208.40 Thank you, Morgan Goenner I Project Coordinator a p Cs o9- i 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-012 12607 SE 248th Street Kent,WA 98030 DATE: 7/9/2024 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 Change pipe inverts,slopes and materials as indicated on attached RFI#74 Attachments: RFI #74 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 $ 39,030 Unit Price of $ 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 P' e Place#221 400 West Gowe 8005 SE 28th Street GS 1 9 Kent,WA 9 32 Mercer Island, WA 98040 Y BY BY DATE � +ATE 7/11/2024 DATE 7/11/24 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 #74: Storm Drainage Piping Material Conflict Status Closed on 05/30/24 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 28,2024 Due Date Jun 11,2024 Location Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference SCI RFI#1 Linked Drawings Received From Taylor Cobaugh(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.), Mike Yeung(Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On:Jun 11,2024 03:37 PM PDT RFI#74-Storm Drainage Piping Material Conflict Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Tuesday,May 28, 2024 at 03:55 PM PDT Following the onsite OAC meeting on May 23,2024,the City of Kent Sr.Construction Inspector walked the project site and commented to the contractors that the pipe material onsite did not bee the City's standards for the depth that it was being installed. All pipe installation activities were immediately suspended while the contractors were verifying that the material that was onsite was the same as the material that was in the approved submittal 334000-01-0.Bayley has since been told that the City would provide a written response for further direction,which as not been received as of May 28,2024. Please confirm if the SDR 35 pipe detailed in the specifications and plans,as well as the approved submittal shall be installed. If another pipe must be installed,please provide further direction. Official Response Response from Bryce Nelson Bayley Construction,LP on Thursday, May 30, 2024 at 09:05 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 Thursday,May 30, 2024 at 08:36 AM PDT See attached document Attachments KEHOC-74-Storm_Drainage_Piping_Material_Conflict-2024-05-28 CPL DAB specifications included.pdf Bayley Construction,LP Page 2 of 2 Printed On:Jun 11,2024 03:37 PM 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 #74: Storm Drainage Piping Material Conflict 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 28,2024 Due Date Jun 11,2024 Location Cost Impact Schedule Impact Spec Section Cost Code Drawing Number Reference SCI RFI#1 Linked Drawings Received From Taylor Cobaugh(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.),Mike Yeung(Fastsigns of Kirkland) Bayley Construction,LP Page 1 of 2 Printed On: May 28,2024 03:56 PM PDT RFI#74-Storm Drainage Piping Material Conflict Project:24057 Kent East Hill Operations Center Activity Question Question from Bryce Nelson Bayley Construction,LP on Tuesday,May 28, 2024 at 03:55 PM PDT Following the onsite OAC meeting on May 23,2024,the City of Kent Sr.Construction Inspector walked the project site and commented to the contractors that the pipe material onsite did not bee the City's standards for the depth that it was being installed. All pipe installation activities were immediately suspended while the contractors were verifying that the material that was onsite was the same as the material that was in the approved submittal 334000-01-0.Bayley has since been told that the City would provide a written response for further direction,which as not been received as of May 28,2024. Please confirm if the SDR 35 pipe detailed in the specifications and plans,as well as the approved submittal shall be installed. If another pipe must be installed,please provide further direction. Awaiting an Official Response See attached for a combined markup from City of Kent and CPL. Kent reviewer David Brock made proposed changes to the design to swap out pipe materials. In the sketch dated 5/29, further changes were made to a few pipe inverts and slopes to provide more cover so the pipe material could remain as originally specified. CPL has reviewed these changes and approves them. City comments are in red and black, CPL comments in blue. These design changes will be incorporated into the CPL drawings and issued at a later date. This attached sketch and RFI response serve as official design direction. Naomi Medley, CPL 5/29/2024 1 don't believe we have a material specification for ductile iron (DI) or SDR 21 PVC pipe currently within the project documents for storm drainage applications. Therefore, please provide the below in your RFI response: Ductile Iron Pipe for Storm Drainage Ductile iron pipe for storm drainage applications shall be cement lined class 50 or 52 in accordance with USA standard A-21.1 (AWWA C-51). All joints shall be push-on mechanical. SDR 21 PVC Pipe PVC SDR 21 pipe shall be solid wall with rubber gasket joints. Joints shall conform to ASTM D3212 using elastomeric gaskets conforming to ASTM F477. Dave Brock Bayley Construction,LP Page 2 of 2 Printed On: May 28,2024 03:56 PM PDT ❑ ❑ 0 ❑ o AW W A G N E R ARCHITECTS 0 10' 20' 40' P L A N N E R S I I 1916 PIKE PLACE 124 TH A VENUE SE SCALE 1 tt=20� S E AT T L E WA 9 81 01 I205 448 . 2528 - - - - _ - wagnerarchitects , c❑m - Legend N 7933'06"E_- 46,81' PROPERTY LINE SD @ xx% STORM DRAINAGE PIPE °V� ��aIS W.� r KE on co YDICOICBICB 21MH SS @ xx% SANITARY SEWER E , 39871 • SANITARY MHICO Consult p r s r ti``tti � DI W WATER MAINl�' II RO FD�PIVNVIrV FHIFDCIPIVIVALVE F � WATER VAULT/METER �Q LJ G H L I N I � I PORTER NOTE: INSTALL STORM DRAIN MARKER PER COK ST L U N D E E N D PLAN 537 ON ALL NEW AND EXISTING CB'S. 801 SECOND AVENUE,SUITE 900 SEE SHEET C5.10 SEATTLE,WA 98104 (206)343-0460 www-cplinc.cam I ❑ I I I #114CB TYPE I I RIM=521.60 #$6 CB TYPE I I RIM=522.55 IE=519.35 8"(OUT)NE I IE=520.02 8"[IN}E 524 5�5 I EX C8 X 30083 C8 TYPE 1 CONNECT DS TO CVC RIM=521,90 EX C8 X 30097 C8 TYPE 1 8"SD INI 6"X8" RIM=521.82 EX C8 X 30109 C8 TYPE 1 EX CB X J0120 C8 TYPE I cei - JE=518.75 12"P�C(IN)S 1E=51835 12-PVC(INJS WYE RIY=521.81 RIM=520.70 1E=518.62 12-PVC(OUTJN IE=517.62 12`PVC(IN)S IE=518.35 12-PVC(OUTJN 1E=517.97 12"PVC(INJS IE=517.52 12"PVC'(4IIT}N j W 5 / I 522 V. 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J RIM=521.83LL I � IE=519.1412'�O,tkT�NE I ,� I I I • CONFIRMED l M notarial eppmng heron mn�tm the wpubidW and a { � _ nrigind node d the aeFil�,t wd may not 6e dcpipoted, CONFIRMED I I used,ar dedosed,�prd mmad d the erchitecF Sheet No. i lX- I PIPE mimm j C3m0i ' CHANGDEDASPART L#00 CONTINUED SEE SHEET C3.03 CHANGE PROPOSAL#006, � TO BE INCORPORATED INTO ° CIVILOF CONSOLIDATED INGS AS DATEDSERT a ° Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) ° OF CONSOLIDATED SET ❑ ❑ ❑ ❑ ❑ W A G N E R ARCHITECTS fl 1 a' 20' 40' PLANNER S DISCHARGE TO - € _ 1 9 1 6 PIKE PLACE EXISTING CHANNEL - GAS - - -�- -_- - ��_ � SEATTLE WA 98101 _ r�'�' - GAS .. � SCALE 1 -ZD IE-513.3212"(IN}NE _ A - _ - 2 0 6 4 4 8 2 5 2 8 GAS 1E=513.3212"(IN}N '-- --_ wagnerarcInitects , com _ _ - 124TH' A VENUE SE I INSTALL TRASH SCREEN PER CQK STD. - - - - _ - - _ _ Legend PLAN 5-20 I CONFIRMED L 12" @ .5°I° - N 79'33'06"E - 46.81' PROPERTY LINE IE=515.4912"{OUT}S it SD @ xx% STORM DRAINAGE PIPE ��y.OF wASy� 6 L 12* f 3.2°1° NCOYDICOICBICB 21MH �' z I I SS @ xx% SANITARY SEWER 39871 ww q "15 T �1� __ - ■ SANITARY MHlCd Consult tifiS, I�NAI E '~ 1�'1A DI W WATER MAIN 1 ��FD�PIVmWV FHIFDCIPIVNALVE r ^ #84 CB TYPE I #85 CB TYPE I - "� vt - - - h I f ice • _ - CQUGHLIN RIM-516.06 RIM=516.34 � _ ,4� M I �� � WATER VAULTIMETER I � IE=513.47 12"(IN)N IE-513.61 12"BOUT}s PORT E R z f IE=513.47 12"(OUT)Sw °- -- -K �� - �� L U N D E E N r _ ` 28 LF 12"DI @ 0.51a - r� �� +-+ . ,++++++ - a _ - - _ 1 ly `i 801 SECOND AVENUE,SUITE 900 #81 CB TYPE i I - I r �� 1 4 4 1 j' (206)343-0460 www.cplinc-cam RIM=521.00 [ y I y t+ ."+ iE-517.2312'(IN}N I - �+' + + I ,3Q1 y IE=517.2312 (OUT}E .;+ + + + f +� + + * . + - i 1 y y y *+t++ +a.+ I. 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IE=TBD I , + . I . +++f Sheet Contents i + I +++ +, + STORM DRAINAGE EX CS 30216 CB TYPE/1 - 48" PLAN I +*; RIM 520.40 +.' 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I IE=5i76a 12 Pvc(IN)s I I JI f 1 I U G H L 1 N IE=516.88 8"(IN}E WATER VAULT/METER 12•PVC(DTJN coNNECTTa 0 f J i I EX CB 30327 CB TXPE I I; P Q R T E R ADJUST I I. I I RIM TO ELEVATIO =521.52 � L V N D E E N I 85 E 12"PUG g f =516.53 8" IN E I 03 91 IF 12" 0.4R 92 LE 12"P 0 0,3X 801 SECOND AVENUE SUITE 900 Q.�1� - - - - i,.. 48 LF i2° PVC - - - - -� - - I� - 91 1F 12"PK 0 1.3� I I I -� - - - - - T � - r - - - ___ - - -r �- - ---I SEATTLE,WA 98104 + (206)343-0460 www-eplinc.com - - - - - - - - - ' ` - - j CONNECT TO 9 £x Cl?304.30 ce JYP I T , J Ex ce 30307 ca TYPE O - �- - - - EX CB 30332 CB TYP - - E - - T I RIM=521.22 C� RW520.86 ® J 0 ADJUST - - n ` T -- t6.�9 t2"Prve'(�aj5- - - - - - - - - - _- - I_ - - - - - - - - I - - - - IE�515.25 12"PVC(IN)S U I I 1 f RIM TO ELEVAT =521.fi2 C? I IE=516.88 12°PUC(IN)W -J15.18 77" - i _ I rE-5rs.ar 12"Puc(o N Ex CB 30327 ce TYPE 1 - - - EX CB 30383 C6 TYPE 1 I IE=517.68 1 " }W s I RIM=521.04 IE f575.18 12"P�C(1N I RIM=521.83 I I o IE=51653 12`PVC(IN)S a IE=�15.15 12'PAL(UTJN J 1E=517.69 12- (OUTJN I I 11£=51653 12"Pi�C(IN I IE=516,42 12' UT)N I - - - - - J- - -- - - - - - - - - I - - - - - - - - _ - - , - _ _ J - 52 EXCB130307CB PEII-4$" J - -i- - - - T- - - - - ADJUgTRIM- ELEV. 521_51 I J I I I - 520 T - - I 521 v II D#D1 CB TY El -- S C1 CP TYPE I - SD#B1 CB PE I I EX CB 30 2 CB TYPE It-48" 1 1 V I IM=S 1.25 ..-._....-.._._..._..- _.__ �. 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J 5D#C2 I S TYP J - - - - - - - - 98030 i RIM=52' .1Q IM=520.80 I umuz y.80 I IE=518.93,8"(OUT)E f 518.30 8"(OUT)E. _ = n(OUT E- I I BID SET CONFIRMED w , Y`Oi I I I 1 5D# CB TYPE I u, _n - RIM= 0,80 _ _ @IE=51-78-&"(OUT)E I � 1 1.30.2424 $Ntd•EOT TO - �. - N _ _ _ _ _ _ C Q ' 0. 0 .. v v t��J�a C �. CONNECT TO i 8 EX CB 30435 Cp TYPE II-48" CONNECT TO - t - - - T - - 1 0 EX CB 30433 CB HYPE II-48" ADJUST w JOB NO. 20223 EX CB 30437 CB TYP II-48" Wate, 6.06 ADJUST I RIM TO ELEVA ION=520.90 ADJUST 1 Date Revisions -b RIM TO ELEVATION=520.90 lE=54z,, - "(IN W �r RIM TO ELEVATION=5 0.90 IE=W5.@ 8"(IN)WJ 10.31.2423 PERMIT INTAKE �- 1 01.16,2024-REVISION 1 - -- -- -- 9s - 'Puc � --- � -w - I E=517.14 (in)Wir Puc ® a.4z _ _ _ _ as IF Ir$`,�uc 0 a 3z �: _ �1.16.2024 REVISION 2 - - 88 IF 181"PAC 0 0.2� 1 - IE-517.43 (in)W 1 T - - � -- - - IE 517.75 (in)W I � rwn nn . 2 T 1- 02.16.2024-ADDENDUM 2 '� 1 CONFIRMED T_ _.._:r ___ri: a ..dl� vvuw� CONFIRMED ShOUICI aVF a Ote� +_ I CONFIRMED M M ��....._- r - I h' re that . ,II Contrac'ir ' kff West \ EX CO C8 TYPE I 002.20.2024-ADDENDUM 3 I Ex cB 30.W 1 is 51 19 RIM=520.34 r RIM-520.88 / IE=517.30 12'P1�C(1NJSW IE=517.75 12` (OUT ` JE=516.19 18"PVC(1N)£ IE=516.09 18°PVC(OUT)N - I ti Ex C6 30433 CB TYPE IJ - 48" fX C8 30435 C8.TYPE.#.- 48" Ex C8 30437 CB TYPE Ii - 4B" £X C8 30254 CR TYPE 11 - 48" 1 RIM=520,62 RIM=521.21 RIM=520.98 RIM=571.59 ¢ . 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CONFIRMED f I f R M=520.76 ++4 � I a i f ++ 0 f + I _ EX C6 30465 CB TYPE 11 - 46' + I 1 � , I I + + + t+t ++ +++t+++r + RIM=570.43 1 1 •++r+•+'-:'+•++++.; '• + lE=514.53 12'PVC(IN)W IJF=514�69 i I I IS: 17°Pc{N + °PVC(DUT* IE=514.43 12 J E + !! jI 1 I } f + J I + y ♦ I r UST RIM TO I + ++ 1 I I p I ELEV.=521.00 M I f REPLACE GRATE / I +.` SOLID LOCKING SD#F3 CB TYPE I"+ RIM=519.86 - - - - - - - - - - - - - - - - - ".' iE=514.3112"(OUT)NE I4If f rI W � I l 11J 11� 1 L +. y ENT C0 . - - - - - - •wi. - ' / I f Lr �I W A 5 H 4 H G T 0 k + W +� I W CB 0739 TYPE II - 48" f -;. 518 4 + J 516'I > I + KEHOC 1 15 12 PVC(6U I y � 51 12"PVC(INJW +=5 " T E I II � II I II �� J j +;+; 514 77 CB TYPE II-48" 1 I {, '�' 514 IM-510.97 ++ + j j Warehouse & Office W � + `�' .+. 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Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)0 FAC23-09C-KEHOC Warehouse and & Office Building - CO 3 Signature Final Audit Report 2024-07-17 Created: 2024-07-16 By: Leah Bryant(Ibryant@kentwa.gov) Status: Signed Transaction ID: CBJCHBCAABAAF8OGwVxYsYMYOODgU-pWxs2-nzgwg7rW "FAC23-09C-KEHOC Warehouse and & Office Building - CO 3 Signature" History Document created by Leah Bryant(Ibryant@kentwa.gov) 2024-07-16-11:23:27 PM GMT Document emailed to steveg@bayley.net for signature 2024-07-16-11:24:09 PM GMT Email viewed by steveg@bayley.net 2024-07-17-0:27:58 AM GMT Signer steveg@bayley.net entered name at signing as Stephen Grasso 2024-07-17-0:29:18 AM GMT Document e-signed by Stephen Grasso (steveg@bayley.net) Signature Date:2024-07-17-0:29:20 AM GMT-Time Source:server Agreement completed. 2024-07-17-0:29:20 AM GMT Powered by ,� Adobe ` KEHT Acrobat Sign FAC23-09C-KEHOC Warehouse and & Office Building - CO 3 Signature Final Audit Report 2024-07-22 Created: 2024-07-17 By: Leah Bryant(Ibryant@kentwa.gov) Status: Signed Transaction ID: CBJCHBCAABAAjZYRxj7kje3HvnJuKhpxlxxS-m_GejZe "FAC23-09C-KEHOC Warehouse and & Office Building - CO 3 Signature" History Document created by Leah Bryant(Ibryant@kentwa.gov) 2024-07-17-4:08:11 PM GMT Document emailed to Julie Parascondola Qparascondola@kentwa.gov)for signature 2024-07-17-4:08:39 PM GMT ED Email viewed by Julie Parascondola (jparascondola@kentwa.gov) 2024-07-18-0:27:27 AM GMT Email viewed by Julie Parascondola (jparascondola@kentwa.gov) 2024-07-22-6:13:38 PM GMT Document e-signed by Julie Parascondola Qparascondola@kentwa.gov) Signature Date:2024-07-22-6:25:11 PM GMT-Time Source:server Agreement completed. 2024-07-22-6:25:11 PM GMT Powered by r � Adobe ` � T Acrobat Sign