Loading...
HomeMy WebLinkAboutCAG2024-139 - Change Order - #2 - Bayley Construction LP - FAC23-09C KEHOC Warehouse & Office Building - 05/15/2024 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 05/13/2024 5/20/2024 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 C Project Details:As described in the attached CE documents, CE 057 Solids interceptor size `~ requirements; CE 056 Catch basin & grading revisions; CE 007 Delete ramp, valves, C and taps from SOW; CE 059 Trench drain domes; CE 028 Delete vents at trench drains C d E Agreement Amount: -$26,972.55 Basis for Selection of Contractor: 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: FJYes�✓ No CAG2024-139 Comments: a1 G 3 4) H •� i N 3 f0 C V1 Date Routed to the City Clerk's Office: 5/20/24 ,c«w»373__,0 Visit Documents.KentWA.gov to obtain copies of all agreements rev.20210513 • KENT WASHINGTON CHANGE ORDER NO. 2 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: • CE 057 Solids interceptor size requirements • CE 056 Catch basin & grading revisions • CE 007 Delete ramp, valves, and taps from SOW • CE 059 Trench drain domes • CE 028 Delete vents at trench drains 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 $25,857.40 (incl. applicable WSST) Current Contract Amount $29,926,151.50 (incl. Previous Change Orders) Current Change Order $-24,476.00 Applicable WSST Tax on this Change $-2,496.55 Order Revised Contract Sum $29,899,178.95 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: se hen Grano M44 Moore By: Stephen trasso(May 15,202412:40 PDT) By:Will Moore(May 15,2024 14:27 PDT) Print Name: Stephen Grasso Print Name: Will Moore Its CEO Its: Facilities Superintendent DATE: May 15, 2024 DATE: May 15, 2024 CHANGE ORDER - 2 OF 3 ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent City Clerk Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] CHANGE ORDER - 3 OF 3 ChangeOrder Final Audit Report 2024-05-15 Created: 2024-05-15 By: Leah Bryant(Ibryant@kentwa.gov) Status: Signed Transaction ID: CBJCHBCAABAAmxLi5aXTXR4meKJuhEMZ06Y9KEhdzKXa "ChangeOrder" History Document created by Leah Bryant(Ibryant@kentwa.gov) 2024-05-15-5:34:32 PM GMT Document emailed to steveg@bayley.net for signature 2024-05-15-5:35:23 PM GMT Email viewed by steveg@bayley.net 2024-05-15-7:40:12 PM GMT Signer steveg@bayley.net entered name at signing as Stephen Grasso 2024-05-15-7:40:55 PM GMT Document e-signed by Stephen Grasso (steveg@bayley.net) Signature Date:2024-05-15-7:40:57 PM GMT-Time Source:server Agreement completed. 2024-05-15-7:40:57 PM GMT Powered by � Adobe , t Acrobat Sign Signed CO Final Audit Report 2024-05-15 Created: 2024-05-15 By: Leah Bryant(Ibryant@kentwa.gov) Status: Signed Transaction ID: CBJCHBCAABAA_Y8jP3xl9eOaEnoP8G86hg8LILr4169g "Signed CO" History Document created by Leah Bryant(Ibryant@kentwa.gov) 2024-05-15-8:58:29 PM GMT Document emailed to wmoore@kentwa.gov for signature 2024-05-15-8:58:49 PM GMT s Email viewed by wmoore@kentwa.gov 2024-05-15-9:05:19 PM GMT Signer wmoore@kentwa.gov entered name at signing as Will Moore 2024-05-15-9:27:10 PM GMT �} Document e-signed by Will Moore (wmoore@kentwa.gov) Signature Date:2024-05-15-9:27:12 PM GMT-Time Source:server ® Agreement completed. 2024-05-15-9:27:12 PM GMT Powered by r � Adobe ` � T Acrobat Sign 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 #057 - RFI-035 - Solids Interceptor Size Requirements Origin: RFI#35:Solids Interceptor Size Requirements Date Created: 5/8/2024 Created By: Nils Brian Nilsson Status: Submitted, Proceeding Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: Revision to Solids Interceptor Model deleted and replaced with Josam Drains RFI-035 response. Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Cost Price Cost Under Mod. 22-100-000.S Pipe Construction,Inc. Is 0.0 $0.00 $0.00 $0.00 1.0 ($1,509.00) ($1,509.00) ($1,509.00) $1,509.00 Plumbing.Commitments- 24057-4002 Subcontracts Description: Solids interceptor were removed from project along with associated JR Smith area drains.This setup is being replaced by Josam drains w/built in sediment buckets. Grand Totals $0.00 $0.00 $0.00 ($1,509.00) $0.00 $0.00 $0.00 ($1,509.00) $1,509.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/8/2024 at 08:32AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 057 Project No.24507 Doc#: RFI-035 Work Description:RFI-035-Solids Interceptor Size Requirements Date: 5/2/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs along with associated JR Smith area drains.This setup is being replaced by Josam drains w/built in sediment buckets. 1 LS $ $ $ -1,509.00 $ (1,509) $ (1,509) $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ (1,509) Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ (1,509) General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 0.00% $ GRAND TOTAL $ (1,509) 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: 5/8/2024 Owner's Representative Date Bayley Construction Date .� e Change Order Summary Sheet A • Project Name: KEHOC Pipe COP No. PC24-360.006 Project No. 24-360 Source Documents: RFI-035 Date: 5/7/2024 Contractor: Bayley Construction 71 Contractor Ref. No. Description: Per RFI-035,soilds interceptor were removed from project along with associated JR Smith area drains.This setup is being replaced by Josam drains w/built in sediment buckets. 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. crew(apprentices,journeymen,&laborers) $ (482.00) b. foreman $ C. lead foreman $ DIRECT LABOR SUBTOTAL $ (482.00) Supervision: d. direct supervison(NTE 15%of 1a) $ e. safety(NTE 2%of lines la,b,&c) $ 1.CRAFT LABOR COSTS $ (482.00) 2. MATERIAL COSTS a. material costs $ (1,027.30) b. freight costs(itemize) $ 2.MATERIAL COSTS $ (1,027.00) 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) $ 4.CONSUMABLES $ SUBTOTAL 1 thru 4 $ (1,509.00) 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 5.OVERHEAD&PROFIT $ 6. SUB-SUBCONTRACTORS a. $ b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ - 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 8.INSURANCE $ - 9. BOND a. bond 2.00 %of 1-8 $ 9.BOND $ - Form Revised 1/28/2019 This change adds 0 calender day extension TOTAL COST $ (1,509.00) COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost JR Smith 8710 Interceptor -2 ea $ - $1,141.78 $ (2,283.55) $ - $ (2,283.55) JR Smith 2405 Drain -2 ea $ - $496.41 $ (992.82) $ - $ (992.82) Josam 37820 2 ea $ - $1,124.54 $ 2,249.07 $ - $ 2,249.07 Labor Subtotal Is - Superintendent hr 139.82 $ - Lead Foreman hr 128.34 $ - Journeyman Plumber -4 hr 120.50 $ (482.00) $ $ - $ (482.00) BIM Modeling hr 116.16 $ - Total Cost of Work L Form Revised 2/27/2020 $ 482.00 $ 1,027.30 $ - $ (11,509-1011 Page of Issued 5/7/2024 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 #35: Solids Interceptor Size Requirements Status Closed on 05/06/24 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 19,2024 Due Date May 3,2024 Location Cost Impact Schedule Impact Spec Section Cost Code Drawing Number P1.1A, 1A1.1 Reference Linked Drawings Received From Derrek Gunn(Pipe Construction, Inc.) Sub Job Copies To Jorge Acosta(Pipe Construction, Inc.), Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC),Jason Craig(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Delta Mechanical),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson (Sound Glass),Jon Marks(Bayley Construction,LP) ,Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware), Sam Scarmardo(Wagner Architects and Planners), Tyson Schiessl(Masco Corporation), Mark Scoccolo (SCI INFRASTRUCTURE,LLC), Kevin Sodano (Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC&TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Pipe Construction, Inc.) Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday,Apr 19, 2024 at 02:30 PM PDT Question 1:The Solids interceptors located at the intersections of grids A/6 and G/6 have a height of 6 3/4"from lid to center of inlet.The area drain top according to details 4&7 on page 1A1.1 is at 12"below the grate of the boot wash. Furthermore, the make up of the area drain body and a 4"Short Sweep fitting is 15". Question 2:The Jay R Smith Solids interceptor called out(see attached submittal)comes in 1 1/2"or 2"inlet/outlet sizes,the storm drain in this area is 4".The plumber's proposed solution is to use Josam 37820-12"Heavy-Duty Top,Deep Sump Floor Drain in lieu of Jay R Smith 2405 Please advise Attachments RFI 035 Backup.pdf Bayley Construction,LP Page 1 of 2 Printed On:May 8,2024 08:02 AM PDT RFI#35-Solids Interceptor Size Requirements Project:24057 Kent East Hill Operations Center Official Response Response from Bryce Nelson Bayley Construction,LP on Monday,May 6, 2024 at 02:33 PM PDT Please review the attached RFI. Bayley Construction requires a response to this correspondence no later than three(3) working days from the date of this transmission. Failure to reply by this date will negate your rights to request for additional money and/or time as related to this document. If the attached document has costs or schedule implications,you are required to provide,but not limited to,the following: COP: Reference the document number and a description of the added scope of work Detailed cost breakdown with quantities,labor,and materials. Effect on current project schedule including anticipated duration. Bond,insurance,and OH&P per contract terms. You must submit a complete COP within seven(7)working days from the date of original transmission.Failure to do so will negate your rights to request for additional money and/or time as it relates to this change. If you have any question,please contact Brian Nilsson at(206)549-8342 or Bryce Nelson at(509)969-2824. Official Response Response from Sam Scarmardo Wagner Architects and Planners on Tuesday,Apr 23, 2024 at 02:41 PM PDT See attached document Attachments KEHOC-rfi#35-sol ids_interceptor_size_req ui rements-202404221514.pdf Bayley Construction,LP Page 2 of 2 Printed On:May 8,2024 08:02 AM PDT AYLEY Bayley Construction, LP Project:24057 Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #35: Solids Interceptor Size 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 19,2024 Due Date May 3,2024 Location Cost Impact Schedule Impact Spec Section Cost Code Drawing Number P1.1A, 1A1.1 Reference Linked Drawings Received From Derrek Gunn(Pipe Construction, Inc.) Sub Job Copies To Jorge Acosta(United Test&Balance),Brian Butler (Corona Steel),Jon Bosshart(VECA ELECTRIC& TECHNOLOGIES, LLC), Ken Brumley(SCI INFRASTRUCTURE, LLC),Taylor Cobaugh(SCI INFRASTRUCTURE, LLC),Jason Craig(SCI INFRASTRUCTURE, LLC), Derrek Gunn(Pipe Construction, Inc.),Zac Gurule(SCI INFRASTRUCTURE, LLC), Brian Henderson(Delta Mechanical),Chris Hansen(SCI INFRASTRUCTURE, LLC), Nathan Harper(City of Kent),Cory Hehr(Pipe Construction, Inc.),Jason Howard(SIEMENS INDUSTRY INC), Ryan Jackson (Sound Glass),Jon Marks(Bayley Construction,LP) ,Will Moore(City of Kent), Mike Nelson(Delta Mechanical),Christian Nicholson(Corona Steel), Nils Brian Nilsson(Bayley Construction,LP), Leah Sandberg(Washington Architectural Hardware), Sam Scarmardo(Wagner Architects and Planners), Tyson Schiessl(Masco Corporation), Mark Scoccolo (SCI INFRASTRUCTURE,LLC), Kevin Sodano (Pipe Construction, Inc.),Justin Taylor(VECA ELECTRIC&TECHNOLOGIES,LLC),Jessie Teague(VECA ELECTRIC&TECHNOLOGIES, LLC), Kelli Thomas(Delta Mechanical), Michael Thomas(Delta Mechanical) Activity Question Question from Bryce Nelson Bayley Construction,LP on Friday,Apr 19, 2024 at 02:30 PM PDT Question 1:The Solids interceptors located at the intersections of grids A/6 and G/6 have a height of 6 3/4"from lid to center of inlet.The area drain top according to details 4&7 on page 1A1.1 is at 12"below the grate of the boot wash. Furthermore, the make up of the area drain body and a 4"Short Sweep fitting is 15". Question 2:The Jay R Smith Solids interceptor called out(see attached submittal)comes in 1 1/2"or 2"inlet/outlet sizes,the storm drain in this area is 4".The plumber's proposed solution is to use Josam 37820-12"Heavy-Duty Top,Deep Sump Floor Drain in lieu of Jay R Smith 2405 Please advise Attachments RFI 035 Backup.pdf Bayley Construction,LP Page 1 of 2 Printed On:Apr 22,2024 08:13 AM PDT RFI#35-Solids Interceptor Size Requirements Project:24057 Kent East Hill Operations Center Awaiting an Official Response We take no exception to the utilization of the Josam drain with the built in sediment bucket in lieu of the JR Smith drain/solids interceptor - DMM - 4-23-24 Bayley Construction,LP Page 2 of 2 Printed On:Apr 22,2024 08:13 AM PDT SMITH° JAY R. LOCATION 2213192.04 Y SMITH MFG. CO.° DIVISION OF SMITH INDUSTRIES,INC. POST OFFICE BOX 3237 MONTGOMERY,ALABAMA 36109-0237(USA) CUSTOMER TEL:334-277-8520 FAX:334-272-7396 ­jrsmith.c=IZ� ® MEMBER DRIVEN •n.. Uo SOLIDS INTERCEPTORS 00 00 Z CO a FLUSH WITH FLOOR OR ON THE FLOOR TYPES 0 0 z o FUNCTION: Provides a means of collecting solids such as metal chips, plaster and stones before entering the drain line Z o preventing line stoppage.The Fig.8710 small capacity interceptor is ideal for dental offices or similar establishments where the o w unit can be mounted directly under the sink to recover precious metals as well as intecept harmful debris. Fig.8715 larger o capacity interceptors are ideal for hospitals where a greater amount of solids is anticipated in the drainage water. Fig.8710 and LU N Q 'X Fig.8715 units are cleaned by removing cover and lifting strainer and screen assembly vertically out of body. LU CLNOTE:Allow 9 1/4"(235)above NOTE:Allow 14 1/2"(370)above LL interceptor for removal of strainer. Gasketed Aluminum Cover with interceptor for removal of strainer. w Flush Type Lift and Locking U) Device NOTE: It is the responsibility of the installer to w check all parts(internal and external)to verify 0O 4 1/4(110)R 4(100)R they are in their proper operating order and iL z F 5/8 location. J J (16) U U) -- 1 U) Z CL 2 5/8(67) LU 5 1/4(135) ,O U 7(180)— Non-Skid 00 W �7 3/4(195)— �13 1/8(333)SQL Cover U) w a 3(76) Q Z12 1/2 6 3/4 3(76) A Outlet 0 3 (170) A Outlet Only (320) f } 10 3/4 available in 16 1/2 00 Inlet (275) A 1.5" Or 2° (420) LU InletLU A d I a Q U z Fabricated Sediment �11 5/8(295)SQL � Basket with Removable } o A(Pipe Size)=0150(38)or 02(50) Stainless Steel Screens m F , A(Pipe Size)=0150(38)or 02(50) Uj C9 Y w NOTE: Dimensions shown in ©Fig.8715T REGULARLY FURNISHED: w a parentheses are in millimeters. _ = White Duco Coated Cast Iron Body and REGULARLY FURNISHED: o Aluminum Gasketed Cover and Sediment Fabricated Steel Body with Galvanized a Strainer with Removable Stainless Steel Screens. Sub-Coat with White Duco Finish Inside and OPTIONAL MATERIALS: Outside, Sediment Strainer with Removable Z Stainless Steel Screens and Cast Iron Cover. r fr w Acid Resistant Coating Inside-ARI Z a o Acid Resistant Coating Outside-ARO OPTIONAL MATERIALS: a co Acid Resistant Coating Inside and Acid Resistant Coating Inside-ARI o Ji Outside-ARIO Acid Resistant Coating Outside-ARO All ABS(Specify Fig.8710-ABS) Acid Resistant Coating Inside and LL All Aluminum Body-AA Outside-ARIO LO Z r a o TYPICAL INSTALLATIONS U o 0 0 0 M W w co Removable Oa Sediment ��`� Interceptor Removable ZStrainer Sediment Z Strainer � FLUSH WITH FLOOR INSTALLATION ON THE FLOOR INSTALLATION coW � Optional Materials JJ AM WEIGHT VOLUME FIGURE NUMBER K 05/14/04 Added to O P POUNDS CUBIC FEET LU J 7-10-03 Changed Optional Materials RN CIL 871078715 � m H 7-16-02 Changed Regularly Furnished RN CL LD Z REV. DATE DESCRIPTION BY CKD.BY Submitted Area Drain per Spec 221319 2.01 B SPECIFICATION: FLOOR DRAIN JOSAM 32200 SERIES COATED CAST IRON FLOOR DRAIN, SHALLOW T11UO-PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEJLOCcDNOW 1 2" ROUND TOP, SUPER-FLC)x; PUNCTURING FLASHING COLLAR, WEEPHOLES, BOTTOM OUTLET, ROUND TOP, VEDIUN9-DUTY LOOSE-SET ANTI-TILTING SUPER-FLO 22 13 1 = '— GRATE WITH PERIMETER DRAINAGE SLOTS. SERIES 32200 GRATE FREE AREA: 59 IN 015 114" STD- CI SLOT 11UIDTH- 9116" [387] -1 AND-2 SLOT WIDTH- 7116" � Q ❑ ADD 114"WHEN FURNISHED WITH czz:D C77:1 NIKALOY OR BRONZE TOP ® 5-3/4'' HEIGHT FOR 8"THREADED (-T)OUTLET 012 518" GASKET FOR-Y AND -X OUTLETS [319] CONFORMS TO ASTM-0564 ❑ 21P El 11 34' 718" [52] [� [298] �] [22] PIPE 44111111 SIZE 2" 2 718" � : 1 1 1 ! A -?C= 5-318" 3" -Y= 4-718" [71] WEEPHOLES -Z = 5-1/8" 4" -T — 3-3l4"® 013-114'' N11N. 511 DECK OPENING GT, E PIPE 8" 9 �_SIZE� Detail 7 & 4 on page 1A1.1 FA E 0 TIL -W LL SLOPED CONCRETE 4 7 APRON EXPANSION JOINT, TYP. 11T-r-rT-Mll- EDGE,SEE DETAIL 7A11A1,1 FIBERGLASS GRATE AND ASSEMBLY 5EDIMENT CAGE i /i.�/i /ice/i�!i, r i. / i ram/ r,i/i, /ice/i /�ii.:/i✓ DRAIN,SEE MEP BAR AT 12"O.C. / #4 STIRRUPS @ FACE OF FOOTING DRAIN,SEE MEP 12"ON CENTER SECTION AT EXTERIOR BOOT WASH SECTION AT EXTERIOR BOOT WASH 7 SCALE 34" SPECIFICATION: FLOOR DRAIN JOSAM 37820 SERIES COATED CAST IRON FLOOR DRAIN WITH TWO- PIECE DEEP BODY WITH DOUBLE DRAINAGE FLANGE, NON- 12" HEAVY-DUTY TOP, DEEP SUMP PUNCTURING FLASHING FRAME, WEEPHOLES, BOTTOM OUTLET, Suggested Replacement Area Drain SQUARE TOP, HEAVY-DUTY LOOSE SET GRATE AND REMOVABLE gg SEDIMENT BUCKET. SERIES 37820 SLOT WIDTH 3/8" (-19 & -20 SLOT WIDTH 3/8") (ADA) 0 15 1/4" [387] 12 1/4" � Q [311] a GRATE FREE AREA 54 SQ. IN. ❑ ADD 1/4" WHEN FURNISHED WITH NIKALOY OR BRONZE TOP 1�11 " [294] 2 1/8"❑ 2" [54] [5 PIPE SIZE 2" 311 ✓ 411 '0 5" Co 6" 7" (-Z) o, 7 3/4" (-X) 811 c L0 c0 o_ PIPE NO-HUB (-Z) OUTLET SHOWN SIZE E 13 1/4" L _ [337] MIN DECK OPENING U 7 O -AE THREADED LEVELEZE ADJ. EXT. -50 1/2"PRIMER TAP L -4 SECONDARY FLASHING CLAMP(-AE ONLY) -66 NO-HUB SIDE OUTLET(2"-6"SIZES ONLY) -7 DUCTILE IRON GRATE -70 LESS BUCKET c -14 HINGED GRATE -84 STAINLESS STEEL MESH BUCKET LINER L -VP SECURED GRATE,VANDAL-PROOF SCREWS -88 SUPPLIMENTARY STRAINER U 18 HINGED GRATE WITH LATCHING DEVICE -92 GALVANIZED CAST IRON PARTS b -19 HEAVY-DUTY UNDERGRATE,SATIN FINISH NIKALOY TOP -ARE ACID RESISTING EPDXY Z z -20 HEAVY-DUTY UNDERGRATE,SATIN FINISH BRONZE TOP -TSI TRAP SEAL INSERT(2"-4") � -39 SOLID CAST IRON COVER -X INSIDE CAULK OUTLET Q -49 3/4"PRIMER TAP -Z NO-HUB SPIGOT OUTLET a DATE OF LAST CHANGE: 03/12/19 J OSAM NOTES DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES AND CHANGE WITHOUT NOTICE. WE CAN ASSUME NO RESPONSIBILITY FOR MICHIGAN CITY INDIANA USE OF SUPERSEDED OR VOID DATA. SMITH° JAY R. LOCATION Y SMITH MFG. CO.° DIVISION OF SMITH INDUSTRIES,INC. POST OFFICE BOX 3237 MONTGOMERY,ALABAMA 36109-0237(USA) CUSTOMER TEL:334-277-8520 FAX:334-272-7396 w jrsmith.com ® MEMBER DRIVEN •n.. SOLIDS INTERCEPTORS 00 UJ 00 Z CO a FLUSH WITH FLOOR OR ON THE FLOOR TYPES 0 0 z o FUNCTION: Provides a means of collecting solids such as metal chips, plaster and stones before entering the drain line Z o preventing line stoppage.The Fig.8710 small capacity interceptor is ideal for dental offices or similar establishments where the o w unit can be mounted directly under the sink to recover precious metals as well as intecept harmful debris. Fig.8715 larger o capacity interceptors are ideal for hospitals where a greater amount of solids is anticipated in the drainage water. Fig.8710 and LU N Q 'X Fig.8715 units are cleaned by removing cover and lifting strainer and screen assembly vertically out of body. LU CLNOTE:Allow 9 1/4"(235)above NOTE:Allow 14 1/2"(370)above LL interceptor for removal of strainer. Gasketed Aluminum Cover with interceptor for removal of strainer. w Flush Type Lift and Locking U) Device NOTE: It is the responsibility of the installer to w check all parts(internal and external)to verify 0O 4 1/4(110)R 4(100)R they are in their proper operating order and iL z F 5/8 location. J J (16) U � / \ 1 CL 2 5/8(67) LU 5 1/4(135) ,O U 7(180)— Non Skid 00 W —7 3/4(195)— �13 1/8(333)SQL Cover U)It w a 3(76) 6 3/4 3(76) A— Outlet o A Outlet 12 1/2 LU (170) Only (320) r 10 3/4 available in 16 1/2 l Inlet (275) A 1.5" Or 2" (420)LU 1 Inlet -A LU d I a Q U z Fabricated Sediment —11 5/8(295)SQL � Basket with Removable } o A(Pipe Size)=0150(38)or 02(50) Stainless Steel Screens m F A(Pipe Size)=0150(38)or 02(50) LU C9 Y w NOTE: Dimensions shown in 0 Fig.8715T REGULARLY FURNISHED: w a parentheses are in millimeters. _ = White Duco Coated Cast Iron Body and REGULARLY FURNISHED: o Aluminum Gasketed Cover and Sediment Fabricated Steel Body with Galvanized a Strainer with Removable Stainless Steel Screens. Sub-Coat with White Duco Finish Inside and OPTIONAL MATERIALS: Outside, Sediment Strainer with Removable Z Stainless Steel Screens and Cast Iron Cover. r fr w Acid Resistant Coating Inside-ARI Z a o Acid Resistant Coating Outside-ARO OPTIONAL MATERIALS: a Acid Resistant Coating Inside and Acid Resistant Coating Inside-ARI o Ji Outside-ARIO Acid Resistant Coating Outside-ARO All ABS(Specify Fig.8710-ABS) Acid Resistant Coating Inside and LL All Aluminum Body-AA Outside-ARIO LO Z r a o TYPICAL INSTALLATIONS U o 0 0 M W w m U) Removable OSediment ' Interceptor o Strainer — Removable Sediment Z Strainer � FLUSH WITH FLOOR INSTALLATION ON THE FLOOR INSTALLATION coW � Optional Materials JJ AM WEIGHT VOLUME FIGURE NUMBER K 05/14/04 Added to O P POUNDS CUBIC FEET J 7-10-03 Changed Optional Materials RN CIL 871078715 :Oui, m H 7-16-02 Changed RegularlyFurnished RN CL Z REV. DATE DESCRIPTION BY CKD.BY Submitted Area Drain per Spec 221319 2.01 B SPECIFICATION: FLOOR DRAIN JOSAM 32200 SERIES COATED CAST IRON FLOOR DRAIN, SHALLOW T11UO-PIECE BODY WITH DOUBLE DRAINAGE FLANGE, WEJLOCcDNOW 1 2" ROUND TOP, SUPER-FLC)x; PUNCTURING FLASHING COLLAR, WEEPHOLES, BOTTOM OUTLET, ROUND TOP, VEDIUN9-DUTY LOOSE-SET ANTI-TILTING SUPER-FLO 22 13 1 = '— GRATE WITH PERIMETER DRAINAGE SLOTS. SERIES 32200 GRATE FREE AREA: 59 IN 015 114" STD- CI SLOT 11UIDTH- 9116" [387] -1 AND-2 SLOT WIDTH- 7116" � Q ❑ ADD 114"WHEN FURNISHED WITH czz:D C77:1 NIKALOY OR BRONZE TOP ® 5-3/4'' HEIGHT FOR 8"THREADED (-T)OUTLET 012 518" GASKET FOR-Y AND -X OUTLETS [319] CONFORMS TO ASTM-0564 ❑ 21P El 11 34' 718" [52] [� [298] �] [22] PIPE 44111111 SIZE 2" 2 718" � : 1 1 1 ! A -?C= 5-318" 3" -Y= 4-718" [71] WEEPHOLES -Z = 5-1/8" 4" -T — 3-3l4"® 013-114'' N11N. 511 DECK OPENING GT, E PIPE 8" 9 �_SIZE� Detail 7 & 4 on page 1A1.1 FA E 0 TIL -W LL SLOPED CONCRETE 4 7 APRON EXPANSION JOINT, TYP. 11T-r-rT-Mll- EDGE,SEE DETAIL 7A11A1,1 FIBERGLASS GRATE AND ASSEMBLY 5EDIMENT CAGE i /i.�/i /ice/i�!i, r i. / i ram/ r,i/i, /ice/i /�ii.:/i✓ DRAIN,SEE MEP BAR AT 12"O.C. / #4 STIRRUPS @ FACE OF FOOTING DRAIN,SEE MEP 12"ON CENTER SECTION AT EXTERIOR BOOT WASH SECTION AT EXTERIOR BOOT WASH 7 SCALE 34" SPECIFICATION: FLOOR DRAIN JOSAM 37820 SERIES COATED CAST IRON FLOOR DRAIN WITH TWO- PIECE DEEP BODY WITH DOUBLE DRAINAGE FLANGE, NON- 12" HEAVY-DUTY TOP, DEEP SUMP PUNCTURING FLASHING FRAME, WEEPHOLES, BOTTOM OUTLET, Suggested Replacement Area Drain SQUARE TOP, HEAVY-DUTY LOOSE SET GRATE AND REMOVABLE gg SEDIMENT BUCKET. SERIES 37820 SLOT WIDTH 3/8" (-19 & -20 SLOT WIDTH 3/8") (ADA) 0 15 1/4" [387] 12 1/4" � Q [311] a GRATE FREE AREA 54 SQ. IN. ❑ ADD 1/4" WHEN FURNISHED WITH NIKALOY OR BRONZE TOP 1�11 " [294] 2 1/8"❑ 2" [54] [5 PIPE SIZE 2" 311 ✓ 411 '0 5" Co 6" 7" (-Z) o, 7 3/4" (-X) 811 c L0 c0 o_ PIPE NO-HUB (-Z) OUTLET SHOWN SIZE E 13 1/4" L _ [337] MIN DECK OPENING U 7 O -AE THREADED LEVELEZE ADJ. EXT. -50 1/2"PRIMER TAP L -4 SECONDARY FLASHING CLAMP(-AE ONLY) -66 NO-HUB SIDE OUTLET(2"-6"SIZES ONLY) -7 DUCTILE IRON GRATE -70 LESS BUCKET c -14 HINGED GRATE -84 STAINLESS STEEL MESH BUCKET LINER L -VP SECURED GRATE,VANDAL-PROOF SCREWS -88 SUPPLIMENTARY STRAINER U 18 HINGED GRATE WITH LATCHING DEVICE -92 GALVANIZED CAST IRON PARTS b -19 HEAVY-DUTY UNDERGRATE,SATIN FINISH NIKALOY TOP -ARE ACID RESISTING EPDXY Z z -20 HEAVY-DUTY UNDERGRATE,SATIN FINISH BRONZE TOP -TSI TRAP SEAL INSERT(2"-4") � -39 SOLID CAST IRON COVER -X INSIDE CAULK OUTLET Q -49 3/4"PRIMER TAP -Z NO-HUB SPIGOT OUTLET a DATE OF LAST CHANGE: 03/12/19 J OSAM NOTES DIMENSIONS ARE SUBJECT TO MANUFACTURERS TOLERANCES AND CHANGE WITHOUT NOTICE. WE CAN ASSUME NO RESPONSIBILITY FOR MICHIGAN CITY INDIANA USE OF SUPERSEDED OR VOID DATA. 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 #056 - CP-006 - Catch Basin & Grading Revisions Origin: Date Created: 5/7/2024 Created By: Nils Brian Nilsson Status: Open Scope: Out of Scope Type: Change Order Request Change Reason: Client Request Description: CP-006-Catch Basin&Grading Revisions 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 $15,769.00 $15,769.00 $15,769.00 1.0 $15,769.00 $15,769.00 $15,769.00 $0.00 Earthwork 24057-4005 Sub.Commitments- Subcontracts Description: Cost to add(2)Type 1 catch basins,98'of 8"OVC pipe,grubb off and place material south of existing material bins,install new solid locking casting,and adjust existing CB to grade. 00-000-000.PO Is 1.0 $2,366.00 $2,366.00 $2,366.00 1.0 $2,366.00 $2,366.00 $2,366.00 $0.00 Fee(Profit).Purchase Order and All Other Costs Description: Contractors Fee(15%) Grand Totals $18,135.00 $0.00 $18,135.00 $18,135.00 $0.00 $0.00 $0.00 $18,135.00 $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/7/2024 at 01:29PM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 056 Project No.24507 Doc#: CP-006 Work Description:CP-006-Catch Basin&Grading Revisions Date: 5/2/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs SCI-Cost to add(2)Type 1 catch basins,98'of 8" 1 LS $ $ $ 15,769.00 $ 15,769 $ 15,769 OVC pipe,grubb off and place material south of existing material bins,install new solid locking casting, and adjust existing CB to grade. $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 15,7 99 Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 15,769 Excludes WSST General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 15.00% $ 2,366 GRAND TOTAL $ 18,135 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: 5/7/2024 Owner's Representative Date Bayley Construction Date I, + 81/MYI{/� April 23, 2024 Bryce Nelson Bayley Construction RE: Kent East Hill Operations Center—CCD-00J and CCP-001,005 and 006 Pricing Bryce, We are providing the appropriate pricing for changes to the contract scopes of work with additional costs or credits for deleted work. CCD-001--This cost is to upsize the wet tap on the water main for the fire service from a 10"x6 that was shown on the drawing to 20"x6"to what is existing. CP-001—This consists of credits for the ecology block ramp, elimination of 2—12" wet taps, 1-10" wet tap, 3 gate valve and blind flange installations and the elimination of a tee and valve location. CP-005—This added scope consists of the excavation and grading w/6" depth crushed rock for a 1,040 SF and 3,534 SF c c t 1. hi qd F a " CP-006-This scope consists of the addition of 2--Type 1 catch basins, 98 LF of 8" PVC pipe, grubbing off of the area south of the material bins to place excavation materials from the site and the adjustment and installation of a new casting on the existing catch basin. The total cost for the additional scopes of work and the credits for the eliminated scopes of work total to$39,697.87. Please seethe attached individual breakout pricing for each scope. Also, please process a change order in the above amount. Sincerely, SCI INFRASTRUCTURE, LLC Jason Craig Construction Manager' 2821 South 1541h Street; Seattle,WA 98188 Office (206)242-0633/Toll Free (800)255-0633 Fax(206) 242-0792 www.sciinfrastructure.com Contractor License#SCIINL*993JA COP Cost Breakdown Cost to atltl 2 Type 1 Catch Basins,98'of W PVC pipe,grubb Project Name: Kent East Hill Operations Center off and place meledal south of existing material Was,install CCD 0 001 new solid Mcking casting and adjust existng CB to grade. Project No. 2405 Dale: 4122/2024 Contractor SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Materiel En.linment Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager has $150.00 $ S $ $ Field En area, hrs $125.00 $ $ $ $ Foremen 16 hrs $101.00 $ 1,616.00 $ $ $ 1,616.00 Pi eta er 16 hrs $70.50 $ 1,128.W g $ $ 1,128.00 Flatter hrs $67.00 $ $ $ $ Flagging Supervisor hrs $66.42 Operator 16 his $59.00 § 944.00 $ $ $ 944.00 Teamster 3 his $96.00 $ 288.00 $ $ $ 2W.00 Gratle E ineer hrs §88.00 $ $ $ $ Laborr 16 hrs $85.10 5 1,521.60 $ $ $ 1,52160 Overtime Rate Foreman OT hrs $135.22 $ $ 5 $ Pipelayer OT has $%.47 $ $ $ $ Flogger OT hrs $78.94 E $ $ $ Operator OT vs $129.13 E $ $ $ Teamster OT hrs $116.48 $ $ $ $ Grade Engineer OT hrs $127.84 $ $ $ $ Laborer OT hrs $94.59 $ $ $ $ Equipment Air Cam ressor/Jackhammer hrs $ S $W.W $ $ 160 Grader his $ $ $179.58 $ E 136 Excavator hrs $ $ $117.92 E E JD 310 Backhoe hrs $ $ $69.09 E $ Tool Track a We $ $ $51.59 $ 412.72 $ 412.72 Foreman Pick-up hrs $ $ $35.70 $ $ 3W Excavator his $ $ $199.48 $ $ 320 Excavator w/Ihumbs tus $ $ $142.13 $ $ 3W Excavator w/ear hrs $ § $208AS $ $ JD 245 Excavator 16 hrs $ $ $145.81 $ 2,W2.96 $ 2,33296 Water Truck hrs $ $ $59.68 $ $ Skid Steer hrs $ $ $96A2 $ $ Mini-Excavator 16 es $ $ $62.24 $ M." $ 995.84 450 dozer 4 hrs E $ $68.66 $ 274.64 $ 274.61 650 dozer hrs $ § $120.61 $ $ 700 dozer hrs $ $ $138.57 $ $ 850 dozer hrs $ $ $226.59 $ $ Plate Compactor hrs $ $ $14.23 $ $ 84"Roller Ins $ $ $111.20 $ $ W to 66-Roller hrs $ $ $93.59 $ $ Articulate Dump We $ $ $194.23 $ $ 930 Loader hrs $ $ $80.92 $ $ Side Dum 3 hrs $ $ $W.69 $ 272.07 $ 272.07 Generator antl Pum hrs $ $ $32.55 $ S Bedding Box hrs § $ $7.86 $ $ Material T e 1 CB 2 EA $ $225.00 $ 4W.00 $ $ 450.00 205Q4'Casting 2 EA $ $388.23 $ 776.46 $ $ 776.46 il 8'PVC Pi a 98 LF $ $10.50 $ 1,029A0 $ $ 1,029.00 8'Sand Collars 4 EA $ $74.84 $ 299.W $ $ 299.36 PI Bedd 16 Ton $ $17.50 $ 260.00 $ $ 280.00 20X24"Solid Iockin castle 1 EA $ $388.23 $ 388.23 $ $ 388.23 2'Rlser 2 EA g $66.15 $ 132.30 $ $ 132.30 $ $ $ $ $ $ $ $ $ $ S S $ 5,497.60 $ 3,366.35 S 4,288.23 S 13.141.18 Subtotal E 13,141.18 Markup20% $ 2,628.24 Grand Total 1$ 15,769.42 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-006 12607 SE 248th Street Kent,WA 98030 DATE: 4/9/2024 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 OA1.0-Add 2 catch basins&associated storm drainage piping as indicated to south of existing mineral bins. 2 OA1.0- Raise existing catch basin as indicated. 3 OA1.0- Regrade area to south of existing mineral bins as indicated; spoils from the site may be added at this location, but ALL organic material must be removed prior to regrading. Attachments: OA1.0 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 $ 18,135 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 o ays.) 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#221 400 West Gowe 8005 SE 28th Street Seattle WA 98191 Kent,WA 98032 Mercer Island,WA 98040 BY BY BY Brian Nilsson DATE DATE DATE 5/7/24 — — — �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 wn SHiNcro 2 ° A1.10 I Consultants: - I I:°. :I OA1.5Al -- — —� 1 :I 1 ' - tj . /I - - .. - 7'-0" - COVERED 1 FD II — — — — — — — — — — — — — — — — — — — — — 70'-0" I I 368'-3" 0 I 413'-10" pit I M 8" SD not I S 7H1 41 set , TFF I I I in bid set. PROPOSED OPERATIONS CENTER �— Add Type 1 CB not �' ° 1 l ° I I I I I I _ in bid set. ------------------------- im I LEGEND: - approx 522,50 T-Orr - °1,° A1.7 .I „I BUILDING EDGE o I I — - - - - — COVERED - - - - - - - - - - - - - - - - - - - - - I — J - � 9 - #6 CB in bid set EDGE OF ROOF 2 I I - r I I o I —OA1.9 I _ - - -- I' s I � ; 7 . 0 4 I I Q I ' I : � OA1.7 LL N Approximate limits of I I o ` " existing COVERED I I E T CV WASH IN GTON N I I z _ mineral bins. _ wLU � KEHOC N I IcnWarehouse & Office - - z I I - I I Approximate limits of 3 I R* Building N additional covered LU mineral bens built by LL I I I N ;� w 12607 SE 248TH ST PW in fall of 2024. LL �^ P� . ' I I - 0 KENT, WA LEGEND I NiLLLL LLLL i LLLL 8 I 98030 OA1.8 ivrs Add Type 1 CB not in bid set. RIM approx I Z� 523.50. 8" outlet- I " : :: : _x _ - - -_X-______-- - - - - - - -_ i I BID SET Exist CB not in bid set. _ I� �� I I — 1.30.2024 Saise 1o.EGjns13LLsoIi1 q l Exist 20" Water ti I I I o 1 MAIN ENTRY lid. Exist 8" PVC outlet. - ; ; rn 12 El 11 I x JOB No. 20223 ■ 0A1. FG approx 521.71 I I x x x x x Date Revisions FG approx 524.00 - ' / 0 OA1.6 _ With the, proposed fill/gr ding south of CD the existing (and proposed)d) mineral 4 bins w re trying to use ome — 1 1.16.2024-REVISION 1 w Y g i OA1.5 N non-structural fill (rather han export), N and make this area easi r to maintain - (mow). This is a view looking east. 4 2.16.2024-ADDENDUM 2 CD -- ---------� 12 Z - OA1.7 o CY ^�'. ^�, : � �t CB in bid et z - c > ; ; � . W Exist SD In bid Set. O I �. �,�. I Sheet Contents � > < o o yv 'y 1 - - I Exist CB in bid set I SITE PLAN a _ I o I N N 219'-01/2" 739'-91/21, 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. w 958'-91/2" : o A Sheet No. CN SITE PLAN SCALE IN FEET 10 N Z w fy Li SCALE: 1"=50'-0" OA1 0 25 50 100 200 Z�o� ■ 0 W bj 0w fy J 0-� EOdX NOTED SCALE IS BASED ON FULL SIZE DRAWINGS THAT ARE FORMATTED AT 22X34 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 #007 - CP-001 - Delete Ecology Blocks Ramp, Valves, and Taps SOW Origin: Date Created: 4/4/2024 Created By: Nils Brian Nilsson Status: Open Scope: Out of Scope Type: Owner Change Change Reason: Client Request Description: Delete Ecology Blocks Ramp,Valves,and Taps SOW Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit Cost ROM Prime PCO Latest Price QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Cost Over/ Budget Under Mod. 02-300-001.S SCI INFRASTRUCTURE, Is 1.0 ($18,142.00) ($18,142.00) ($18,142.00) 1.0 ($18,142.00) ($18,142.00) ($18,142.00) $0.00 Earthwork LLC Sub.Commitments- 24057-4005 Subcontracts Description: Credit for Ecology block ramp,credit for 2-12"tap elimination,additional 10'of pipe for hydrant,credit for elimination of 3 gate valve and blind flanges,and elimination of Tee&valve locations Grand Totals ($18,142.00) $0.00 ($18,142.00) ($18,142.00) $0.00 $0.00 $0.00 ($18,142.00) $0.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/7/2024 at 12:10PM PDT Change Proposal Project Name: KEHOC Warehouse&Office Building CE# 007 Project No.24507 Doc#: CP-001 Work Description:CP-001-Delete Ecology Blocks Ramp,Valves,and Taps SOW Date: 4/4/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs SCI-Credit for Ecology block ramp,credit for 2-12" 1 LS $ $ $ -18,142 $ (18,142) $ (18,142) tap elimination,additional 10'of pipe for hydrant,credit for elimination of 3 gate valve and blind flanges,and elimination of Tee&valve locations $ $ $ $ $ (18,142) Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ (18,142) General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 0.00% $ GRAND TOTAL $ (18,142) 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 FX I Bayley Construction. To prevent delays and further impacts please approve by: 5/7/2024 Owner's Representative Date Bayley Construction Date I, + 81/MYI{/� April 23, 2024 Bryce Nelson Bayley Construction RE: Kent East Hill Operations Center—CCD-00J and CCP-001,005 and 006 Pricing Bryce, We are providing the appropriate pricing for changes to the contract scopes of work with additional costs or credits for deleted work. CCD-001—This cost is to upsize the wet tap on the water main for the fire service from a 10"x6 that was shown on the Cw' o 0" 6" o t' e is 001—This consists of credits for the ecology block ramp, elimination of 2-12" wettaps, 1-10" wettap, 3 gate valve blind flange installations and the elimination of a tee and valve location. CP-005—This added scope consists of the excavation and grading w/6" depth crushed rock for a 1,040 SF and 3,534 SF concrete pad. This also consists of the excavation and grading of a 2,310 SF asphalt pad w/2" crushed rock. CP-006-This scope consists of the addition of 2--Type 1 catch basins, 98 LF of 8" PVC pipe, grubbing off of the area south of the material bins to place excavation materials from the site and the adjustment and installation of a new casting on the existing catch basin. The total cost for the additional scopes of work and the credits for the eliminated scopes of work total to$39,697.87. Please see the attached individual breakout pricing for each scope. Also, please process a change order in the above amount. Sincerely, SCI INFRASTRUCTURE, LLC Jason Craig Construction Manager' 2821 South 1541h Street; Seattle,WA 98188 Office (206)242-0633/Toll Free (800)255-0633 Fax(206) 242-0792 www.sciinfrastructure.com Contractor License#SCIINL*993JA COP Cost Breakdown Credit for Ecology block ramp,credit for 2-12"Tap elimination,additional 10'of pipe for hydrant,credit for Project Name: Kent East Hill Operations Cantor elimination of 3 gale valve and blind flange and eliminatIon of PCO p C1,001 Project No. 2405 Tea&valve locations. pale: 412 212 02 4 Contractor: SCI Infrastructure,LLC Contractor Ref.No. Unit Labor Material Equipment Total Description Quantity Type Unit$ Unit$ Cost Unit$ Cost Cost Project Manager hrs $150.00 $ $ - $ $ Field E ineer hrs $125.00 $ $ - $ $ Foreman hrs $100.05 S $ $ $ Pipelayer 8 hrs -S70.41 $ 563,29 $ $ $ 663.28 Flagging Supervisor I hrs 566.42 $ $ $ $ Rancor hrs S58.64 Operator 8 hrs -$95.96 y 767.68 S $ [1767 Teamster hrs $97Ji $ $ $Grade Engineer hrs 595.10 y $ $Leborer hrs $69.15 $ $ $ Overtime Rate Foreman OT hrs $135.22 $ - S $ - S - PipelayerOT hrs $96.47 $ $ S $ FlaggerOT hrs $78.94 $ - $ $ - $ - O eratorOT hrs $129.13 $ $ $ S Teamster OT hrs $116.48 $ $ $ S Grade Engineer OT hrs $127.84 $ - $ $ $ Laborer OT hrs $94.59 $ - $ $ S Equipment Air Compressor/Jackhammer hrs $ $ $38.92 $ y 160 Grader hrs $ $ - $W9.56 $ $ - 138 Excavator hrs $ $ - $117.92 $ $ - JD 310 Backhoe hrs $ S $69.DB $ $ Tool Truck hrs $ $ $51.59 $ $ - Foreman Pick-up hrs $ $ $35.70 $ $ - 330 Excavator hrs $ $ $199.48 S $ 320 Excavatorwlthumbs hrs S $ $142.13 $ $ - 330 Excavatorwlgear hrs $ $ $208.48 $ S - JD 245 Excavator 8 hrs $ $ -$145.81 $ 1,166.48) $ (1,166.48 Water Truck hrs $ - $ $59.68 $ - S Skid Steer hrs $ - $ $96.62 $ - $ Mini-Excavator hrs $ $ S62.24 $ S 45o dozer hrs $ - $ W.66 $ - $ 6W dozer hrs $ - $ $120.61 $ - $ - 700 dozer hrs $ - $ $138.57 $ - $ 850 dozer hrs $ - $ $226.59 $ S Plate CDm actor I hrs $ $ $14.23 $ $ 84"Roller hrs S - $ $111.20 $ S 60"to 66"Roller hrs $ $ 593.59 S $ Articulate Dump hrs $ y - $194.23 $ $ - 930 Loader hrs $ $ S80.92 S $ Side Dump We $ $ - $90.69 S $ Generator and Pump hrs $ $ 532.55 S S Bedding Box hrs $ $ - $7.86 S $ - Material Wet la s hydrants 10"A" 3 FA $ - -$3,950.00 $ (11,8W.00) $ (11,850.00 1Ux4"Service lap i EA y - 43,650.00 $ 3,650.00 S - $ (3,650.00 6"DI Pipe 10 LF y - $28.97 $ 289.70 S - $ 289.70 6"Blind Flange 3 EA y - -$144.83 $ (434.49) $ - $ 434.49 $ $ $ S $ $ $ 5 $ $ $ $ $ $ S $ $ $ S y $ $ S S - $ 1,330.96 $ 16,844.79 $ 1,166.48 § 18,142.23 Subtotal $ 10,142.23 0 No markups on deducts - BN 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-001 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 C1.00 - Ecology blocks and ramp removal is removed from Scope of Work. 2 C4.01 -Tapping of 12"water main in 2 locations &associated work is removed from Scope of Work. Shift hydrant at SW corner of building 10'to the north. 3 C4.02 -Gate valve removal & installation of blind flange& blocking at 2 locations is removed from Scope of Work. 4 C4.03 -Gate valve removal & installation of blind flange& blocking at 1 location, and installation of T, plug & valve box at two locations is removed from Scope of Work Attachments: C1.00, C4.01, C4.02, C4.03 PROPOSED ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1.The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: X Lump Sum (increase) decrease of $ (18,142.00) . 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 ot ays.) 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#221 400 West Gowe 8005 SE 28th Street Seattle WA 98191 Kent,WA 98032 Mercer Island,WA 98040 BY BY BY Brian Nilsson DATE DATE DATE 5/7/24 SAWCUT AND NOTE:SEE SHEET C2.06 FOR — yam^ W A N E R REMOVE EXISTING _ ASPHALT PAVING WORK IN ROW I A R C H I T E C T S — — — - — 0 25' 50' 100, PLANNER S 1 24 TH A VE SE N llrril — — — — — — — — 1916 PIKE PLACE lrwl� 1tINl� S E AT T L E WA 9 81 01 LIMIT — — — — —. _— — SCALE 1"=50'LIMIT LIMIT LIMIT� � � Z 0 5 4 4 $ 2 5 2 8 C J I wagnerarchitects , com I Legend r r � EXCAVATE TO SUB GRADE ` '06"N 79°33 E - 46.81' PROPERTY LINE GRAVEL IN PREPARATION FOR EXISTING _ AND/OR COMPACT EXISTING REUSE STABILIZED � ` _ � - I STRUCTURAL FILL AND/OR FENCE + CONSTRUCTION.- — LIMIT LIMITS OF CONSTRUCTION REUSE EXISTING 1 I I PAVEMENT SUBGRADE r ENTRANCE SEE I FENCING DETAIL SAWCUT LINE , X I 1 I � ' LMIT 11 J l + FENCING REUSE w III Ga EXISTING �Eo �FILTER FABRIC FENCING FENCE SEE DETAIL Consult Gls-ry INSTALL ATB PAVEMENT INSTALL 6'THICK "oaL REMOVE EY ISTIN FOR WORKING PAD PORARY GRAVEL C+� , CB PRIOR TO BUILDING 1 ! -- f 1 f + I 1 11 / / / / / / . �' WORKI I BETWEEN l �� �� J J� 1 1LLLJ� �f 1 BOTTOM OF EXCAVATION CONSTRUCTION _. .� , ��� \`� i-- = — y J _10 r A D-B ! !. G P f EXCAVATE TO SUB-GRADE ANDIOR ICOMPACT EXISTING GRAVEL IN _ - = - - �DUGHLIN - �' l ll1 r f f 11 PREPARATION FOR STRUCTURAL- - _ FILL AND/OR PAVEMENT SUBGRADE P 0 R T E R INLET PROTECTION L U N D E E N TEST PIT NUMBER W BY fa TP-X GEOENGINEERS, INC. OCT.21,2004 I I 801 SECOND AVENUE.SUITE 900 F� SEATTLE,WA 98104 I I• ❑ o a `a o I �'"�'K• ® � -� r TEST PIT NUMBER'X' BY �... ® L-X LANDAU ASSOCIATES,JAN.22,2000 (206)343-0460 www-cplinc.com 1 PROPOSED � � � � 1 � � ♦ � � 1 � � � � � � � ♦ � � � � � ♦ � �. I \ BUILDING OUTLINE I I REMOVE ASPHALT PAVEMENT y ` � ♦ � � � � � � � � � y I INSTALL ATB PAVEMENT - ° ♦ BUILDING SUB GRADE ELEVATION=521.92+1- I .t\ � • r: FOR WORKING PAD \ f � I ATB PAVEMENT BUILDING 5UB-GRADE � -- � ff l I �t�1� ��t�1� ������.; INSTALL 6' THICK TEMPORARY l SEE ARCT'L PLANS FOR INTERNAL SLAB PRIOR TO BUILDING I _ I 1 RAVEL WORKING SURFACE ELEVATION=521.75t SLOPES INSTALL 6'CAPILLARY BREAK OVER I }� { } CONSTRUCTION J I li � t y ,- r- GRAVEL WORKING SERVICE BETWEEN ATB AND BUILDING I SEE ARCHG L PLANS FOR ` COMPACTED SUBGRADE SEE DETAIL J I r f III: IV PAD I I. INTERNAL SLAB SLOPES ! w I 14 I f INSTALL 6"CAPILLARY \ c2.10 I I BREAK OVER COMPACTED SLAB TRANSITION 1 SILT FENCE NOTE:OVER-EXCAVATE FOUNDATIONS AND BACKFILL I SUBGRADE PER ARCH TL REMOVE AND ! I + I•I l y I FOR FOUNDATION WORKING SURFACE. PLANS DISPOSE OF SEE DETAIL 1�1 }. EXISTING FENCING I I III f + 1 I l',` 0110 — — — — — I 1 11 — J I II ' - - - - - - - -- - - - - -- - -- - _... � - - - ~ — — � � NOTE:SEE SHEETSG4.XX WATER AND SEWER PLANS)FOR — — — — — — — — — — — — — \ REMOVAL OF EXISTING WATER J I 'rat l I I f — — — AND SEWER UTILITIESJ + f I # REMOVE r STALE I .1 f - I / I{ ? I r ITI EMPO I S A L:A. PAVEMENTS f III EXISTING - 1 Ill I ORKING RF FOR WOR G PAD f I f KEN T ASPHALT BUILDING 1 J1 T R I DI � 1 I � prASfiIYCi- �� CONSTRUCTION(a) PW Street staff I I r SEE DETAIL C 1 I + I I ❑ I � , � 1 1 + J �� � �f I r} removed the ecology K�H�C blocks and ramp. Warehouse & Office I I >t hill. I Building I _ -- III � •�� � i +�, I I I , 1 REMOVE EXISTING LANDSCAPING I f 1 l I J tIIIIII I 12607 SE 248TH ST WI IN LIMITS OF CLEARING. EXCAVATE TO SUB-GRADE AND/OR J l rl 1 I I I EXCAVATE TO SUBGRADE ..:: COMPACT EXISTING GRAVEL IN KENT, WA AND/OR COMPACT NATIVE J. + + � 1 COVE EXISTING PREPARATION FOR STRUCTURAL � , �z� J JI 98030 SUBGRADE.SEE GRADING PLANS FILL AND/OR PAVEMENT SUBGRADE ; OVERHEAD LINES s+a 4 f+ I I 1 _ A _ BID SET �- EXISTING FENCE � I I 1.30.2024 ° - �� SAWCUTAND REMOVE EXISTING ASPHALT PAVING JOB NO. 20223 Me Revisions 1D.31.2D23-PERMIT INTAKE . LEM>T .16.2a24-REVISION 1 I - ! PROTECT EXISTING REMOVE EXISTING — ---~~ ---- -- -`~-~_ =�---_-- I UNDERGROUND UTILITY POLE REMOVE EXISTING 3 IPOWER FOR WATER — — — LIMIT -- — L — -- -�= I REUSE CULVERT AND CB'S .1.30.2�24-BID SET TANK j REMOVE EXISTING - , EXISTING POWER POLE AND I REMOVE EXISTING FENCE I 102.16.2024-ADDENDUM 2 4❑ I PROTECT y OVERHEAD LINES UTILITY POLE AND I EXISTING POWER OVERHEAD I , , , PALE �I UTILITY LINES � I l + 1 PERMENAR1:T::::::::::::::::: :::::::: I J I ❑ I I1 � � JREMOVE AND DISPOSE OF ABOVE-GROUND TANK, REINFORCED SITS I... f CONCRETE PAD,AND BOLLARDS }: ::::SHET2.n6:::::::: :::.:::::::: �'� Sheet Contents 1 N REMOVE 540 LF OF EXISTING CHAIN f : - ff 5,Vf DEMO AND LINK FENCE AND fflr��l ff TESL PLANS N II POSTS I I = = = = = = = = = = = = = OVER ALL _jI l REMOVE AND I DISPOSE OF(3} j of / I` J OFFICE TRAILERS © _ LIMIT H mated appwq Mimi wdiUas me u,p WM wd Sheet No. a� I _ C1 0 00 ' 0 1 Call efore You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) ❑ ❑ o ❑ ❑ W A G N E R ARCHITECTS a 10' 20' 40' PLANNER $ 1916 PIKE PLACE SCALE 1}l=201 S E AT T L E WA 9 81 01 2 0 6 - 4 4 8 - 2 5 2 8 GAS SERVICE.SEE Legend wag nerarchitects , cvm SHEET C2.06 FOR - r CONTINUATION I N 7933'06'•E - 46.81' PROPERTY LINE ! y'.� a 12"DI W WATER MAINAl - - f _ _ • •\ l FD �F PIVK1A/V FHlFDClPIVNALVE I - - -M-f ---- -- � f_ �_�� � • 1 � l +I H� FIR WATER VAULT/METER \ r� � 263 LF 4"PVC CONDUIT w w - __- -� r \ y FOR GAS LINE 8"SS @ xx°I° SANITARY SEWER ,� RE 39871 ConsultA�I�'r 3 T E� SANITARY MH/CO11b�:AI ' 8"SD a xx% STORM DRAINAGE PIPE SD YD/CO/CB/CB 21MHCOUGHLIN — � �� till � li d PORT E R LUNDEEN OUTDOOR SHELTER - - - - - - - - _ - - - - _ i5 I 801 SECOND AVENUE.SUITE 900 - REMOVE SEATTLE,WA 98104 One additional 12'x3O' EXISTING I' FH \�\\\ AT R M lIN (205)343-0460 www-cplinc-con, parking space. S . . a ❑ ❑I I WET TAP EXISTING ~ 1 10"WATER MAIN TO ; I ' 0 i I INSTALL FIRE I { ` I 1 ADJUST VALVE g BOX TO ELEV-522.77 12 L 6"DI CL 52(hJ) HYDRANT PER COK INSTALL A HOSE-BIP ON I R VE EXISTING�� STD. PLAN 3-1 ` ' ` COLUMN. (BLOW O 1 • ¢ CAP AND ABANDON I I WI 12 LF fi DI CL 52 1 1 NOTE:CONTRACTOR SHALL TRENCH, INSTALL,AND BACKFILL 4"CONDUIT (RJ) INSTALL(4) I \ . . , � I EXISTING WATER MAIN • WITH THURST BLOC FOR GAS LINE. GUARD POSTS PER 1 I ABANDON Ex STING y PSE WILL PULL GAS SERVICE THROUGH 4"CONDUIT AND INSTALL METER. CONN T SIDE SEWER TO EXISTING SSMH Wl `• $7 LF 314" I 1 � � 1 COK STD. PLAN 3-3 I COPPER ONNECT TO EXISTING WATER MAIN N PLACE :� r1 CONTRACTOR SHALL COORDINATE WITH PSE FOR CONSTRUCTION KOR- -SEAL BOOT I WATER MAIN(1) 10"X6" ADJUST RIM _ SEQUENCING AND FOR PITS REQUIRED BY PSE TO PULL GAS SERVICE REC ANNEL MANHOLE CL 52(RJ) 1 •� - • - � c� - I AN RESET AWAY FROM INLETS + 1 TAPPING TEE W!6" - I _TO ELEV= 522.20 THROUGH CONDUIT. IE- 09.06 • I TAPPING GATE VALVE .8.� • 1 - 5 { J) 1 PER COK STD PLAN 3-21 1 \ +�i } s 1 I I I A JUST RIM TO ELEVATION= 521.77 /THRUST BLOCKING - I INSTALL SIZE IRRIGATIOJ • • ` NOTE:CONTRACTOR SHALL COORDINATE WITH CITY OF KENT FOR WATER DEDUCT METER I CONNECTIONS.CITY SHALL OPERATE VALVES A5 REQUIRED. Make this 22 LF - - - - - -- _. _ _ _ _ _ _ I _ I DOWNSTREAM OF WATE ADJUST V VE CONNECT TO E ISTI G K E N T WATER MAIN CONTRACTOR SHALL TAP WATER MAIN AND INSTALL ALL WATER MAIN WASH 4 M G T ON forthe6" h rant — — � — —�I- - �— ` � - - ` - - - - - - -- -- - - - I I a ETER.SEE BOXT pipe Y I AQ ST VALVE 8OX` T - -- -` ` - `- -- - - - - - - - - r - - - - - n, _ I _ � _ {1}10"X4"TAPP E --� APPURTENANCES, INCLUDING WATER METER VAULTS.CONTRACTOR TO I I 8'x6" TEE � - - ZEL -[9}4"i ppJN INSTALL CITY-PROVIDED WATER METERS. run. Omit 1 vehicl TOE V= 522.38 o I PER TA STD -21 KEHOC parking stall by m ving I I hydrant 10 additi nal + - 0- I I WITH CONC BL CK G PER"-- feet north. This will I I I COK STD.PLA 3-9 INar�e ?oUSE �C Office make room for 1 1 M I ATER METER 3 Building additional flat bed L �• 1 R 3-1 STD g equipment trailer PLAN 3-12a `•= I PW Water crews cut in a 12" TEE and parking stall. 1 -` 4 -.� - . - r� — \ \\ \, \ \ ' . — — — installed a 12"x4" FLxFL concentric I ~ �} \� 5 F 4' DI CL 5 reducer, 4" FLxMJ GV, 4" plug, valve 12607 SE 248TH ST II 1 Q 6"SSCO - - box and concrete blocking. - 1 LF 'DI 5 6' RIM TO GRADE I _ KENT WA _ 4 IE=517.18 6'(OUT)W CL 52(RJ) AD ST VA E 98080 .. 1 E PER BO TO I a E.L =522.01 -i - _ \ 6'SSCO \ \ \ 6"FIRE WATER CONNECTION } 19 LF "DI C 2(RJ} 0 I SEE PLUMBING FOR 14 LF 4"DI \ RIM TO GRADE CONTINUATION AND DOUBLED CL 52 RJ _ IE=513.68 CHECK DETECTOR ASSEMBLY { } PW Water crews cut in BID SET \ SEE PLUMBING SEE PLUMBI G PLANS FOR CONT. a 12"x6" MJxFL TEE 1.30.2024 PLANS FOR GREASE INTERCEPTOR WET TAP EXISTING 20" and installed a 6" SEE PLUMBING PLANS FOR CONNECT TO EXISTING GREASE WATER MAIN TO INSTALL CONTINUATION WATER MAIN 2 I a � FLxMJ GV, 6" plug, o \ INTERCEPTOR. FIRE HYDRANT PER {1) 1WX6"TAPPING TEE W/6" 4 valve box, and \ SEE MECH'L PLANS COK STD.PLAN 3-1 6"FDC CONNECTION 7 JOB NO. 20223 \ I W/19 LF 6"DI CL52(RJ) SEE PLUMBING PLANS TAPPING GATE VALVE \ 4'X5 concrete blocking. .Date Revisions INSTALL(4)GUARD POSTS FOR CONNECTION PER COK STD PLAN 3-21 \ CONCRETE PAD 1�.31.2D23-PERMIT INTAKE - - PER COK STD.PLAN 3-3 FE2 W!THRUST BLACKING _ i \ J ai 1.16,2024-REVISION 1 — — REMOVE A-.1.30.2024-BID SET EXISTING VALVE. \ REMOVE EXISTING i INSTALL 10"CAP I \ BLOW OFF ASSY. � (FL)WITH -THRUST'B�E7EK- - - - - 4 02.16.2024-ADQENDUM 2 FFE=522.76 ADJUST VALVE \ _�� BOX TO ELEV= 522.13 z \ _ + Sheet Contents A WATER, — — _ This is a 12" diameter DI water main between SEWER AND the 20 main to the " GAS PLAN west and the 10 I U I (north/south) main to ` .\ the west in the SE 248th St site drive isle. ` • • � esed,or dndaeee.edwut�>�n aoneeM or the o Sheet No. Il�- - - - - - - - - - I - - - - - - - - - - - - - - - - - - C4mOl ' — I CONTINUED - SEE SHEET C4.02 CONTINUED - SEE SHEET C4.03 0 0 Ca11 Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)❑ a 0 a 0 0 CONTINUED - SEE SHEET C4.01 _ �1 I FIRE HYDRANT PER - - , ` - - " I I I WAGNER COK STD.PCAN�� - - - --- - -- - •-- - - - -- - -- - - - E - - - - � — � — - - - - - - f I WI(4)GUARD POSTS { { 1 _f_ _ - - - - � _ _ _ -,•, - - - - - - - - - - - - L A R � H i T E C TS — — 1 16 L "DI 52 ! PER COK STD. PLAN I I 0 10' 20' 40' PLANNER + : REMOVE FH I ! I I 25 L 6"DI CL 52 1 I (RJ) I 3-3 { ! ! 1 � RJ I ! 4 I ! I ( ) " I 1916 PIKE PLACE �•, I I ! 6"45 BEND(RJ) I ! FIRE HYDRANT PER I WI THRUST BLOCKING ! ti_r�n+ S E AT T L E WA 98101 1 1 ! I COK STD. PLAN 3-1 p SCALE 1 -20 2 0 6 - 4 4 8 - 2 5 2 8 I j ! WI(4)GUARD POST ! wagnerarchitects . corn PER COK STD.P 3-3 + ! Legend � ADJUST � !'` 5 LF 6"DI CL �` 'O6"E - 46,81' PROPERTY LINE VALVE 1 ' � � ! - N 79;}3— — I I ++ 52(RJ) TO ELEV= 522.08 '� ! I I f [ ! 12"DI W WATER MAIN _X#STf NG fi — - - - - - - - - ABANDON E — —— { ! ! ! FD� HWV FHIFDCIPIVNALVE �~ � � — — �`�,, a I ICONNECTTOE TING WATER MI�INI. — + fi — �. � T - - - - --- � -- - — . — = —� � �. T - - - - - --� - - - - - -I-- � —_ �_ �FH� PIV I (WATER MAIN PLACE I I I � � WATER VAULTIMETER (1) 10"X6"TEE(MJXFL) Fin � sa�i ���4\�\ fl p 3 I( } ( I { @ SANITARY SEWER consult` �GISTIF fiti I 1 6 GATE VALVE FLXMJ I 8"55 xx to R I- - - - - - — — , II 1(1) 10"PLUG(MJ) � I REMOVE EXISTING I � S I,WITt T-BLD WATER VALVE SANITARYMHICO` — - - - - T - - - - - - - - - - - - - E 'AlIb1 + ` — `" — ` — I 8"SD @ xx% STORM DRAINAGE PIPE •N YD1COlCBICB 21MH C D U G H L I N - _ - - - �- - - - - - - --- - - - - - - - - - - - i ! _ ._ - - P 0 R T E R - - f - - - - - - - - -I- - - - - - -- - _ ' I F � ! I I - - � - _ T - - - - LU N DE E N -- I 801 SECOND AVENUE,SUITE 900 SEATTLE,WA 98104 (206)343-0460 www.cplinc.com - - — — — - - - — _ —_ — + — _ f I I I I —I— - ---I I , I i I + PW Water crews ! �f I removed the'GV and 1 ! v i I installed a 1 b" blind !flange. U I . ._ INSTALL CAP AND BLOCk 11-- I I I I L I I TAP EXISTING�0" I I LL1 WATER MAIN TH 1" = ! i 1 REMOVE EXISTING I ! , FIRE HYDRANT I I I TAP PER COK$T AN - ! BLOW OFF I � 1f- - - - - - - -- - - - , — — 3-10 Uj COK STD. PLAN - - — _ REMOVE EXISTING WATER MAIN + " " — � ` � ` �` — + I , — � ! - - �„ — — I ` - - ` - - - W WITH 4 GUARD POS I I — — ` — - + — - -. PER COK STD.PLAN I I I I I C ' T CONNECT 0 EXSTING ;. 3-3 I ! G t 0 20'WAT MAIN $L 10"DI CL 2 (RJ I I (1)20" 10"TAPPING Tj I I W ! I TE} _ 1�2,L F 6"DI C 52(RJ7 (1 { { — � QZ CONNECT TO EXISTING 10"MAIN ADJUST KEu nn C0"TAPPING GATE VALVE BOX VA VET 45 DEG BENDS(MJ) _ " — { " TO ELEV=521.54�SIBLOCKING � � - - — , - - - Warehouse & OfficeWI HTHR L- — — — — — — — WI THRUST BLOCKING — — — — -- — -- — — — — Building _ P - P P ! 1.56 I �� I _ P P P~� II - _ REMOVE EXISTING { 12607 SE 248TH ST I ]� - - - - -- - - - — ._ — � 7LF10"DIC RJ} - - ` � — �. !— .� � - -. —._. —__ � I VALVE I 3LF10"DIeL52 (1) 10-- E � I - - - - - - - - - - E - - - - �_ � INSTALL CAP AND � KENT, VITA 1) 10"TE / BLOCK I (RJ) / \ (1)10 45 DEG � (1)6'GATE VALVE(FLXMJ) ! -. -_ ADJUST ! II �$��� 2)COU INGS(MJ) / \ BENDS(MJ) I VALVE BOX 1 UST BLOCKING / \\ WI THRUST i I - _- V - - - TO ELEV=521.49 / \ BLOCKING ! // \ 9 LF 10"DI CL 52( J) WATER �\ \ R COK STD _ BID S E T PLAN 3-10 1,30.2024 / 0 o / \ ' JOB NO. 20223 Dote Revisions r _ Q \ ADJUST SEWER RIM TO I 10.31.2023 PERMIT INTAKE \ ELEV= 521.08 1 1.113.2024-REVISION 1 02.16.2024-ADDENDUM 2 — - -A$JM1--- - - - - - - - - - - - - Q — — — — — — — — — — — — — — — ' � 314"WATER METER I VALVE BOX TO ELEV= 521.58 ADJUST REMOVE EXISTING VALVE. VALVE BOX TO PREMISES ISOLATION REDUCED z H INSTALL TO ELEV=521.82 a (1}10"CAP(FL}ON TEE. PRESSURE BACKFLOW ASSEMBLY PER WI THRUST BLOCKING / CITY STANDARD 3 14A. I Sheet Contents j / WATER AND N I e SEINER / FROST FREE YARD HYDRANT. W I PW Water crews I PLANS removed valve and installed a 10" blind o' `E — — — — — — flange and concrete- — — — — — I \ blocking. ffawici \ end,.x°d°u"W=mwwtm ft�a ww o I \ I �aeu,., twsn.Qa�r. z \\ N I s \ I sheet No. a \ C4mO2 ' 0 Cal! Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)0 0 a 0 0 0 CONTINUED - SEE SHEET C4.01 _ _ _. .. ..,.. _ TI WAGNER i I I 22 LF 6"pl 52 ,1} 1 i o l •++ I f + + ++ . J11 1 ARCH I T E C T S i • FIRE HYDR I + •++: ! 1 j i 4 I ?54 r I I 0 10' 20' 40' P L A N N E R S PER C THD -+` **+. ! ! l - �i lII � i I i I � I 1916 PIKE PLACE I ,1 1 ��_ , S EATT L E WA 98101 i • 5'CONCRETE PA6 r I *•'•*•' i + i + �I i l SCALE 1 =20 . + I I 2 0 6 4 4 8 2 5 2 8 ! • + i v', I i + i } I c wagnerarchitects . corn Legend 1011X611.APPING TE I - + j79 }3—'O6"E- - �6.8�'N WI6"TAPPING GAT PROPERTY LINE I VALVE + +*•*+'. J ll i it II J fl I L ++++'+ 1 f f + + 1 + 12"DI W WATER MAIN i . , + J + �� f l f l l I OV wA sy� PW Water crews cut in I I +++++i+ 1 f i I I FD WV �� - PIVN FHIFDCiPIVNALVE a 12"x6" TEE MJxFL — — — — — — — — — — -- - - _ 4- _ — - - - - - — — _ — I +and installed a 6" — — ——— — — — + * , J II ++ l i WATER VAULT/METER FLxMJ GV, 6" plug, I + *+ +;�;+;. i + I ! f i t ! + 1 11 1 1 1 I I fl S. 39$71 I i ADJUST VALVE BOX TO — + , + + + f + I f J i I I 8"SS @ xx to SANITARY SEWER +4."f ST E �l ti valve box, and + ELEV= 521,43 i I '.*•*.' + + i + I I + I ! i Consult `�s�oAtint, ECG concrete blocking. I / 1 j ;*+-+.* I 1 it ! SANITARY MHICO `+'+ „ I 8"SD @ xx% STORM DRAINAGE PIPE '+ . ! 1 + + J l • ■ YD1COlCBICB 21MH �"�L 7 li it + + + + . IJ I i 7- 1 O I +;+ P O R T E R ++4 J+ I I J LUNDEEN ri I i ++++ i f i 1 I + I + �I� 11 + I 801 SECOND AVENUE,SUITE 900 SEATTLE,WA 98104 i I +t• I ��++ yl 1 + (206)343-0460 www.cplinc.com PW Water crews cut in li * — -- - - � - - - - - - - - -- - - - - i '++.. '.: a 12 x6 TEE MJxFL and installed a 6 I i ° i I ++% 1 l I + I I i I 1 1 I I o — _ f FLxMJ GV, 6 plug, . + i I `` valve box, and _ , — - - - - - 4 — i -"*+, i I i a 1 I I I. J f �] I concrete blocking. -- - ';++' 1 i i I I f,t I i Ii 1 �.y�, 22 LF fi DI 52{RJ} J FIRE HYDRANT +F. PER COK STND PLAN � N0.31 II i f CV 4'X5'CONCRETE PA9 f + ? +1 L I 1 1 ,+ LL' + + + f ! !! f J +J _ I f IIII WI R „ LLJ 10 X6 TAPPING TEE z�W =0` iIW�I,.6 I �+"l TAPPING APPING GATE ATE��.•Z-`�; ,'�I���l%�I�_]I i�_��\�r_\�-/--`�i-IJ-!+I f I1f-1++++�-+1 I J_ - —I —y,,,II— fI1 - - - - - - --- f�� 1f 1 i I Ii ii11IiIi+1!i i 'IJ I I II,IIIIIIIII�I K4YA a E Ib aY N d ru�Pl-qT (n VALVE W ADJUST VALVE BOX O +PW Water crews JI ELEV=521.00 removed GV and [ + * KEHOC installed a blind flange + + Warehouse & Office ; and concrete blocking. W , BuildingzI 101 12607 SE 248TH ST REMOVE EXISTING VALVE, KENT, WA INSTALL CAPON TEE. WI THRUST BLOCKING — - - - - - - - - - - W - - - - — -- ' - - 98030 ADJUST SSMH RIM TO ELEVATION=520.88 MOT BID SET 1,30.2024 lc= ouTsti Jos NO. 202y2 3 Q_ Dote Revision s 10.31.2023-PERMIT INTAKE 1.16,2024-REVISION 1 02.15.2024-ADDENDUM 2 Sheet Contents l WATER AND PLANS i SEWER J 71 � d°� the vd 14 sheet No. I I 0 Cal! Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA)0 AYLEY Bayley Construction,LP Project:24057-Kent East Hill Operations Center B8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 CHANGE EVENT #059 - RFI-002 - Trench Drain Domes Origin: RFI#2:OH Door Trench Drain Screen Date Created: 5/8/2024 Created By: Nils Brian Nilsson Status: Submitted, Not Proceeding Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: Revise floor drains to 5"domed screens. Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Over/ Budget Cost Price Cost Under Mod. 22-100-000.S Pipe Construction,Inc. Is 0.0 $0.00 $0.00 $0.00 1.0 $4,689.00 $4,689.00 $4,689.00 ($4,689.00) Plumbing.Commitments- 24057-4002 Subcontracts Description: Floor drains installed inside the trench drains are to have a dome strainer.Due to the dome strainer,we will need to install"rough in covers"to prevent debris from entering the floor drains. 00-000-000.PO Is 0.0 $0.00 $0.00 $0.00 1.0 $704.00 $704.00 $704.00 ($704.00) Fee(Profit).Purchase Order and All Other Costs Description: Contractor's Fee(15%) 0.0 $0.00 $0.00 $0.00 1.0 $0.00 $0.00 $0.00 $0.00 Grand Totals $0.00 $0.00 $0.00 $5,393.00 $0.00 $0.00 $0.00 $5,393.00 ($5,393.00) $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/8/2024 at 08:49AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 059 Project No.24507 Doc#: RFI-002 Work Description: RFI-002 Date: 5/7/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Pipe-Floor drains installed inside the trench drains are to have a dome strainer.Due to the dome strainer,we will need to install"rough in covers"to prevent debris from entering the floor drains. 1 Is $ $ $ 4,689.00 $ 4,689 $ 4,689 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ 4,689 Clarification.Assumptions&Exclusions: SUBTOTAL COST OF WORK $ 4,689 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% $ 704 GRAND TOTAL $ 5,393 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: 5/8/2024 Owner's Representative Date Bayley Construction Date .� e Change Order Summary Sheet A • Project Name: KEHOC Pipe COP No. PC24-360.001 Project No. 24-360 Source Documents:WARFI-002 Date: 5/1/2024 Contractor: Bayley Construction Contractor Ref. No. Description: Per RFI-002,floor drains installed inside the trench drains are to have a dome strainer. Due to the dome strainer,we will need to install'rough in covers"to prevent debris from entering the floor drains. 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. crew(apprentices,journeymen,&laborers) $ 1,446.00 b. foreman $ - c. lead foreman $ - DIRECT LABOR SUBTOTAL $ 1,446.00 Supervision: d. direct supervison(NTE 15%of 1a) $ - e. safety(NTE 2%of lines la,b,&c) $ 28.92 1.CRAFT LABOR COSTS $ 1,475.00 2. MATERIAL COSTS a. material costs $ 2,291.17 b. freight costs(itemize) $ 2.MATERIAL COSTS $ 2,291.00 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) $ 114.56 4.CONSUMABLES $ 115.00 SUBTOTAL 1 thru 4 $ 3,881,00 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 582.15 5.OVERHEAD&PROFIT $ 582.00 6. SUB-SUBCONTRACTORS a. $ b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ - 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 133.89 8.INSURANCE $ 134.00 9. BOND a. bond 2.00 %of 1-8 $ 91.94 9.BOND $ 92.00 Form Revised 1/28/2019 This change adds 3 calender day extension TOTAL COST $ 4,689.00 COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost Credit: $ - $ $ - $ - standard floor drains -24 ea $ - $265.98 $ (6,383.54) $ - $ (6,383.54) New: $ - $ - $ - $ - dome floor drains 24 ea $ - $320.48 $ 7,691.44 $ - $ 7,691.44 debris covers 24 ea $ - $40.97 $ 983.27 $ - $ 983.27 30min per floor drain to install+ - remove debris covers - Labor Subtotal $ - Superintendent hr 139.82 - Lead Foreman hr 128.34 - Journeyman Plumber 12 hr 120.50 $ 1,446.00 $ $ - $ 1,446.00 BIM Modeling hr 116.16 $ - Is - Total Cost Of Work I Form Revised 2/27/2020 $ 1,446.00 $ 2,291.17 $ - $ 3,737.17 Page of Issued 5/1/2024 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 #2: OH Door Trench Drain Screen Status Open To Abigail Purnapuspita(Wagner Architects and From Bryce Nelson(Bayley Construction,LP) Planners) 8005 SE 28th Street Sam Scarmardo(Wagner Architects and Planners) Mercer Island,Washington 98040 (Response Required) Date Initiated Mar 27,2024 Due Date Apr 3,2024 Location Cost Impact TBD Schedule Impact Spec Section Cost Code Drawing Number 1A1.0,P0.2 Reference Linked Drawings Received From Derrek Gunn(Pipe Construction, Inc.) Sub Job Copies To Leah Bryant(City of Kent), Derrek Gunn(Pipe Construction, Inc.), Nathan Harper(City of Kent), Will Moore(City of Kent),Christian Nicholson (Corona Steel),Nils Brian Nilsson(Bayley Construction,LP),Sam Scarmardo(Wagner Architects and Planners) Activity/ Question Question from Bryce Nelson Bayley Construction,LP on Wednesday,Mar 27, 2024 at 12:43 PM PDT Detail 6/1A1.0 shows the trench drain at OH doors typ.The detail shows the trench drain width being 6"with a"screen".The schedule shown on P0.2 says to install a Floor Drain in the trench.The floor drain that is specified is 9"in diameter,but the plumbing subcontractor can supply it with a 5"round strainer.There would be no"screen"other than the strainer. Please see the attached RFI backup and confirm if this is the intent. Attachments RFI#002 Backup.pdf Awaiting an Official Response Bayley Construction, LP Page 1 of 1 Printed On:May 8,2024 08:44 AM PDT BAYLEY Bayley Construction,LP Project:24057 Kent East Hill Operations Center 8005 S.E.28th St 12607 SE 248th ST Mercer Island ,Washington 98040 Kent,Washington 98030 P: (206)621-8884 RFI #2: OH Door Trench Drain Screen 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 Mar 27,2024 Due Date Apr 3,2024 Location Cost Impact TBD Schedule Impact Spec Section Cost Code Drawing Number 1A1.0,P0.2 Reference Linked Drawings Received From Derrek Gunn(Pipe Construction, Inc.) Copies To Leah Bryant(City of Kent), Derrek Gunn(Pipe Construction, Inc.), Nathan Harper(City of Kent), Will Moore(City of Kent),Christian Nicholson (Corona Steel),Nils Brian Nilsson(Bayley Construction,LP),Sam Scarmardo(Wagner Architects and Planners) Activity/ Question Question from Bryce Nelson Bayley Construction,LP on Wednesday, Mar 27, 2024 at 12:43 PM PDT Detail 6/1A1.0 shows the trench drain at OH doors typ.The detail shows the trench drain width being 6"with a"screen".The schedule shown on P0.2 says to install a Floor Drain in the trench.The floor drain that is specified is 9"in diameter,but the plumbing subcontractor can supply it with a 5"round strainer.There would be no"screen"other than the strainer. Please see the attached RFI backup and confirm if this is the intent. Attachments RFI#002 Backup.pdf Awaiting an Official Response Response: The intent is to add a 5" domed screen with a threaded connection instead of a floor drain. Rob Riethmiller- 04/01/2024 Bayley Construction, LP Page 1 of 1 Printed On:Mar 27,2024 02:34 PM PDT .t e • KEHOC REQUEST FOR INFORMATION To: Bayley Construction RFI# PC24-360. 002 Attn: Brian Nilsson Please reference this RFI#on all responses From: Steve Hehr Date Submitted: 3/26/2024 Subcontractor: Pipe Construction Date Needed By: 4/3/2024 Plan Page: Spec Section: Addenda 2 plan 1A1.0 detail 6 and addenda 2 plan P0.2 plumbing schedule, trench drain. Request for Information The above detail shows the trench drain at the OH doors typ. The detail shows the trench drain width at 6" with a "screen". The schedule on p0.2 says to install a Floor Drain in the trench. The floor drain is 9" in diameter but we can supply it with a 5" round strainer. There would be no " screen" other than the strainer. Is that the intent? Proposed Solution (If any) Signed by: Steve �Ilekr WALL BEYOND 81/2" s 1/2" X Addendum 2 Sheet 1 A1.0 OH DOOR TRACK COVER PLATE, SCREEN GRATE I SEE DETAIL 13/1A1.0 8"x1-1/2" 7 INSULATION AT EXT. SLAB EDGE z 6" LLI iv t' 4 U e Drain Location.Must / be a 5"round top so the top can be co a un-threaded and o O 0 w 0 removed for o 0 maintenance. � z \ \ LL PERFORATED FOOTING-SEE STRUCTURAL DRAIN PIPE IETER 6 OH DOOR THRESHOLD AND INTERIOR TRENCH DRAIN DETAIL 9(230)DIA igh Spec page from the called out floor Low sition drain shown on P0.2 Position XX MIN MAX MA I f Drain has a 9" wide body. Plan is to provide with 5" round top. 1 1/4(32) I 4(100) l�A Seepage Trap Primer Openings Connection "6 3/4(170) (When Specified) A(Pipe Size)=02(50),03(7 NO-HUB OUTLET Fig.2005Y......(A)ROUND TOP U Fig.2005Y.......(B)SQUARE TOP Outlet Nickel Bronze Size Strainer Head A 03 75 06 150 DIA or SO A 04(100) 08(205)DIA or SO .t e • KEHOC REQUEST FOR INFORMATION To: Bayley Construction RFI# PC24-360. 002 Attn: Brian Nilsson Please reference this RFI#on all responses From: Steve Hehr Date Submitted: 3/26/2024 Subcontractor: Pipe Construction Date Needed By: 4/3/2024 Plan Page: Spec Section: Addenda 2 plan 1A1.0 detail 6 and addenda 2 plan P0.2 plumbing schedule, trench drain. Request for Information The above detail shows the trench drain at the OH doors typ. The detail shows the trench drain width at 6" with a "screen". The schedule on p0.2 says to install a Floor Drain in the trench. The floor drain is 9" in diameter but we can supply it with a 5" round strainer. There would be no " screen" other than the strainer. Is that the intent? Proposed Solution (If any) Signed by: Steve �Ilekr WALL BEYOND 81/2" s 1/2" X Addendum 2 Sheet 1 A1.0 OH DOOR TRACK COVER PLATE, SCREEN GRATE I SEE DETAIL 13/1A1.0 8"x1-1/2" 7 INSULATION AT EXT. SLAB EDGE z 6" LLI iv t' 4 U e Drain Location.Must / be a 5"round top so the top can be co a un-threaded and o O 0 w 0 removed for o 0 maintenance. � z \ \ LL PERFORATED FOOTING-SEE STRUCTURAL DRAIN PIPE IETER 6 OH DOOR THRESHOLD AND INTERIOR TRENCH DRAIN DETAIL 9(230)DIA igh Spec page from the called out floor Low sition drain shown on P0.2 Position XX MIN MAX MA I f Drain has a 9" wide body. Plan is to provide with 5" round top. 1 1/4(32) I 4(100) l�A Seepage Trap Primer Openings Connection "6 3/4(170) (When Specified) A(Pipe Size)=02(50),03(7 NO-HUB OUTLET Fig.2005Y......(A)ROUND TOP U Fig.2005Y.......(B)SQUARE TOP Outlet Nickel Bronze Size Strainer Head A 03 75 06 150 DIA or SO A 04(100) 08(205)DIA or SO ATTEST: APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent City Clerk Kent Law Department [In this field,you may enter the electronic filepath where the contract has been saved] 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 #028 - CCD-002 - Delete Vents at Trench Drains Origin: RFI#27:Storm Drain Piping Requiring Traps&Vents Date Created: 5/9/2024 Created By: Nils Brian Nilsson Status: Submitted, Proceeding Scope: In Scope Type: Change Order Request Change Reason: Client Request Description: CCD-002-Delete Vents at Trench Drains per RFI-027 Attachments: CHANGE EVENT LINE ITEMS Revenue Cost Budget Code Vendor/Contract UOM QTY Unit ROM Prime PCO Latest QTY Unit Cost ROM RFQ Commit. Non-Commit. Latest Cost Over/ Budget Cost Price Under Mod. 22-100-000.S Pipe Construction,Inc. Is 0.0 $0.00 $0.00 $0.00 1.0 ($28,353.00) ($28,353.00) ($28,353.00) $28,353.00 Plumbing.Commitments- 24057-4002 Subcontracts Description: Delete vents on trench drains served by storm piping and OWS piping Grand Totals $0.00 $0.00 $0.00 ($28,353.00) $0.00 $0.00 $0.00 ($28,353.00) $28,353.00 $0.00 Bayley Construction, LP Page 1 of 1 Printed on:5/9/2024 at 08:38AM PDT Change Proposal _ Project Name: KEHOC Warehouse&Office Building CE# 028 Project No.24507 Doc#: CCD-002 Work Description:CCD-002-Delete Vents at Trench Drains per RFI-027 response. Date: 4/17/2024 Labor Material Equipment Subcontractor TOTAL Description Quantity Unit Prod. Hours ROM $/hour Cost $/Unit Costs $/Unit Costs $/Unit Costs Pipe-Delete vents on trench drains served by storm piping and OWS piping. 1 LS $ $ $ -28,353.00 $ (28,353) $ (28,353) $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ (28,353) Clarification,Assumptions&Exclusions: SUBTOTAL COST OF WORK $ (28,353) General Conditions Incl. Design/Estimating Contingency Incl. Course of Construction Contingency Incl. Insurances Incl. B&O Taxes Incl. Builders Risk Insurance Incl. Contractors Fee 0.00% $ GRAND TOTAL $ (28,353) 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: 5/9/2024 Owner's Representative Date Bayley Construction Date MECHANICAL CONTRACTORS .c e Change Order Summary Sheet • Project Name: KEHOC Pipe COP No. PC24-360.004 Project No. 24-360 Source Documents: CCD-002 Date: 5/3/2024 Contractor: Bayley Construction Contractor Ref. No. Description: Delete vents on trench drains served by storm piping and OWS piping 1. CRAFT LABOR COSTS Itemize all costs on attached COP Cost Breakdown form. Direct Labor Costs: a. crew(apprentices,journeymen,&laborers) $ (10,845.00) b. foreman $ c. lead foreman $ DIRECT LABOR SUBTOTAL $ (10,845.00) Supervision: d. direct supervison(NTE 15%of 1a) $ e. safety(NTE 2%of lines 1a,b,&c) $ 1.CRAFT LABOR COSTS $ (10,845.00) 2. MATERIAL COSTS a. material costs $ (17,508.45) b. freight costs(itemize) $ 2.MATERIAL COSTS $ (17,508.00) 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) $ - 4.CONSUMABLES $ - SUBTOTAL 1 thru 4 $ (28,353.00) 5. OVERHEAD&PROFIT a. NTE 15%portion of 1,2,3,&4 $ 5.OVERHEAD&PROFIT $ - 6. SUB-SUBCONTRACTORS a. $ b. $ C. $ d. $ 6.SUB-SUBCONTRACTORS $ - 7. OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS a. NTE 5%of Line 6 for each sub $ 7.OVERHEAD&PROFIT ON SUB-SUBCONTRACTORS $ - 8. INSURANCE a. liability insurance 3.00 %of 1-7 $ 8.INSURANCE $ - 9. BOND a. bond 2.00 %of 1-8 $ 9.BOND $ - Form Revised 1/28/2019 This change adds 0 calender day extension TOTAL COST $ (28,353.00) COP Cost Breakdown lPi • - Construction Unit Labor Material Equipment Total Description Quantity Type Unit$ Cost Unit$ Cost Unit$ Cost Cost 2"no hub pipe and ftgs -755 ft $ - $23.19 $ (17,508.45) $ - $ (17,508.45) Labor Subtotal $ - Superintendent hr 139.82 - Lead Foreman hr 128.34 - Journeyman Plumber -901 hr 120.50 $ (10,845.00) $ $ - $ (10,845.00) BIM Modeling hr 116.16 $ Is - Total Cost of Work Form Revised 2/27/2u $ 10,845.00 $ 17,508.45 $ - $ 28,353.45 Page of Issued 5/3/2024 CONSTRUCTION From: x OWNER CHANGE ARCHITECT DIRECTIVE CONTRACTOR FOR KENT EAST HILL FIELD OPERATIONS CENTER OTHER PROJECT: KEHOC Warehouse&Office Building DIRECTIVE NO: CCD-002 (name, address) 12607 SE 248th Street Kent, WA 98030 DATE: 4/16/2024 TO CONTRACTOR: Bayley Construction PROJECT DUMBER: FAC 23-09C (name, address) 8005 SE 28th Street Mercer Island,WA 98040 CONTRACT DATE: NTP 3/19/2024 DIRECTED CHANGES TO SCOPE OF WORK You are hereby directed to make the following change(s) in this Contract: 1 Remove traps and vent piping from storm drains per RFI#27 response from mechanical engineer. Attachments: ADJUSTMENTS TO CONTRACT SUM AND CONTRACT TIME 1 Bayley Construction agrees to calculate proposed adjustments to the Contract Sum and Contract Time consistant with Section 00 72 00- Part 7&01 26 00- 1.06 of the Contract Documents. 2 Bayley Construction agrees to provide an estimate of proposed adjustments to the Contract Sum and Contract Time within 2 weeks of recipt of this CCD. 3 Bayley Construction agrees to provide monthly updates on completion and potential impact to the Contract Sum and Contract Time. Provide additional documentation on an attached sheet to support time and cost per 00 72 00- Part 7&01 26 00- 1.06 When signed by the Owner and Architect and received by the Signature by the Contractor indicates the Contractor,this document becomes effective IMMEDIATELY Contractor's agreement with the proposed shall proceed with the change(s)described above. adjustments in Contract Sum and Contract Time set forth in this Construction Change Directive (CCD). Wagner Architects City of Kent Bayley Construction ARCHITECT OWNER CONTRACTOR 1916 Pike Place_ #221 400 West Gowe 8005 SE 28th Street SealUa.1NA. 1 Kent,WA 98032 Mercer Island, WA 98040 BY BY DATE #44 DATE 5/6/2024 _ DATE 5/3/2024