The URL can be used to link to this page

Home My WebLink AboutCAG2022-216 - Change Order - #3 - Lakeside Industries, Inc. - 2022 Asphalt Overlays - 11/10/2022O CL C O E a. w C C E 0 am Im a C adc(W22313_1_20 Agreement Routing Form • For Approvals, Signatures and Records Management T This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms. KEN W A S H I N O T O N (Print on pink or cherry colored paper) Originator: Department: C. Frame PW Engineering Date Sent: Date Required: 11 /8/2022 10/27/2022 Authorized to Sign: Date of Council Approval: ❑ Director or Designee El Mayor 5/17/2022 Budget Account Number: Grant? ❑ Yes 0 No R20119.64110.120 Budget? 0 Yes ❑ No Type: N/A Vendor Name: Category: Lakeside Industries, Inc. Contract Vendor Number: Sub -Category: 34030 Change Order #3 Project Name: 2022 Asphalt Overlays In accordance with revision 2, add eight(8) speed bumps with associated signage and pavement markings in the South Park neighborhood. Add three(3) ADA ramps, Project Deta i I s: associated sidewalk curb & gutter, rolled curb, residential driveway approach, storm extension and sign relocation at W Sipe St and 2rd Ave N. Add re-channelization on 132nd Ave SE that will add a two way left turn lane North of the SE 240th St intersection. Add channervadon and painting of extruded curb to a lane North or the SE 240th St intersection. Add channelization and painting of extruded curb to a City of Kent constructed crossing on Reith Rd. East of 38th Ave S. Agreement Amount: $103,269.50 Basis for Selection of Contractor: Bid Start Date: N/A Termination Date: 150 Working Days Local Business? ❑ Yes ❑ No* *If meets requirements per KCC 3.70.100, please complete "Vendor Purchase -Local Exceptions" form on Cityspace. Notice required prior to disclosure? ❑ Yes 0 No Date Received by City Attorney: KENT LAW DEPT. Date Routed to the Mayor's Office: Contract Number: CAG2022-216 Comments:� Date Routed to the City Clerk's Office: ii� `1 , A w' 1 i Visit Documents.KentWA.gov to obtain copies of all agreements KENT WASHINGTON CHANGE ORDER NO. #3 NAME OF CONTRACTOR: CONTRACT NAME & PROJECT NUMBER: ORIGINAL CONTRACT DATE: Lakeside lndu5tries, Inc. ("Contractor") 2022 Asphalt Overlays May 17. 2022 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: In accordance with Revision 2, add eight (8) speed bumps with associated signage and pavement markings in the South Park neightborhood; add three (3) ADA ramps, associated sidewalk, curb & gutter, rolled curb, residential driveway approach, storm extension, and sign relocation at W Sipe St and 2nd Ave N; add rechannelization on 132nd Ave SE that will add a two way left turn lane North of the SE 240th St intersection; add channelization and painting of extruded curb to a City of Kent constructed crossing on Reith Rd, east of 38th Ave S. Description I Unk Price ny Unka Amount Mobiiization-Revision 2 Sch II) IQua 11,300.00 L 00.00 11,3112" Ductile Iron Pipe20 (Sch II) I Speed Bumps (Sch II) 1 4,400.00 1 1.00 LS $ 4,400.00 1Reoocate Existing Barricade (Sch 11) i 5,000.00 I i 1,200.00 1 8.00 1.001 EA LS I $ 40,000.00 $ 1.200.00 Iclearing and Grubbing (SchR 1 5,500.00 I 1.00 LS $ 5,500.00 1 Remove Cement Concrete Sidewalk (Sch 11) I 44.00 I 11.501 SY $ 506.00 Remove cement Concrete Curb and Gutter (Sch 4) i 11.00 I 40.001 LF 1 $ 440.00 JCement Concrete Driveway 6 inch Deep (Sch II) 1 85.00 10.00 SY 850.00 (Cement Concrete Sidewalk (Sch II Jrype 55.00 6.001 SY 330.00 ICement Concrete Sidewalk Ramp Parallel A (Sch II (Cement I 2,300.00 2.001 EA I $ 4,600.00 Concrete Sidewalk Ramp Type Combination (Sch II) 1 2,800.00 I 1.001 EA 1 $ 2.800.00 Cement Concrete Rolled Curb and Gutter (Sch II) 1 32.00 I 17.001 LF 1 $ 544.00 Cement Concrete Curb and Gutter (Sch II) i 32.00 I 65.001 LF 1 $ 2,080.00 Pedestrian Curb (Sch II) 36.00 I 41.001 LF 1,476.00 Per7panent Signing Incl. Post and Foundation (Sch II) I 850.00 1 4.001 EA 3,400.00 (Traffic Pylon (Sch II) I 105.00 1 1.001 EA 1 $ 105.00 Plastic Crosswalk Line (Sch 10 i 8.00 I 100.001 SF 1 $ 800.00 Plastic Stop Line 24 inch Wide (Sch 11) i 14.00 i 26.00 LF 1 $ 364.00 ISawcut Existing Asphalt Concrete Pavement i 6.00 I 90.001 LF 1 $ 540.00 1 Painting Traffic Curb (Sch U) I 1.50 1 110.001 LF 1 $ 165.00 ISeeding and Fertilizing by Hand (Sch A) i 10.00 1 25.001 SY j $ 250.00 (Increase Old Item 2010 Remove Existing Asphalt Concrete Pavement (Sch II 1 28.00 37.00 SY I $ 11036.00 Increase Bid Item 2050 Saw Cut Existing Asphalt Concrete Pavement (Sch II� 1 6.00 I 38.001 LF I $ 228.00 1 Increase Bid Item 2075 Gravel Borrow, Including Haul and Compaction (Sch II) 1 35.00 25.001 TON l $ 875.00 1 !Increase Bid Item 2080 Crushed Surfacing Top Course, 5/8 Inch Minus (Sch II) 1 40.00 10.001 TON I $ 400.00 i IIncrease Bid Item 2095 HMA Class 1/2", PG SSV-22 (Sch II) 1 175.00 20.001 TON 1 3,500.00 1 increase Bid Item 2505 Traffic Control Labor (Sch �) 1 75.00 80.001 HR 6,000.00 1 (Increase Bid Item 2510 Traffic Control Supervisor (Sch III) 1 100.00 70.001 HR $ 7,000.00 I Increase Bid Item 2600 Double Yellow Centerline Paint Stripe (Sch II) 1 0.55 11650.001 LF $ 907.50 I 11ncrease Bic! Item 2630 Plastic Traffic Arrow (Sch n) I 212.00 1 4.00 EA $ 848.00 I 1Increase Bid Item 2800 Inlet Protection (Sch II) I 75.00 1 11.00 EA 1 $ 825.00 I CHANGE ORDER - 1 OF 3 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, $3,851,364.00 (including applicable alternates and WSST) Net Change by Previous Change Orders $420,564.00 (incl. applicable WSST) Current Contract Amount $4,271,928.00 (incl. Previous Change Orders) J Current Change Order 1 $103,269.50 Applicable WSST Tax on this Change I $0.00 Order j Revised Contract Sum Original Time for Completion (insert date) Revised Time for Completion under prior Change Orders (insert date) 1 $4,375,197.50 130 working days 140 working days Days Required (f) for this Change Order 110 calendar days Revised Time for Completion 150 working days (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. CHANGE ORDER - 2 OF 3 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: By: (signature) Print Name: 5Aw,- PWA-- Its Prn , t tt /41wa4v— (Ntle) DATE: /0-7-4 CHANGE ORDER - 3 OF 3 CITY OF KENT: By:J (sign re Print Name: Dana lk n Its Mavor �\ ( tli/e) DATE: �� I f - __ ATTEST: Kent City Clerk c[In this flefd, you may enter the electronic flWath where the contract has been saved] CHANGE ORDER - 4 OF 3 APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department File No. 200.2 KENT Wg5H1YGJ� CHANGE ORDER WORKSHEET NO. 3 Construction Engineering Division - Public Works Project: 2022 Overlay Project No: 22-3001.1 Project Engineer: Drew Holcomb Fed -Aid No: Capital Projects Brian Shields Contractor: Lakeside Industries, Inc Matn,aaer: Date: 10/17/2022 I. Proposed Change This change makes the following revisions to the Contract Documents and provides compensation for added work: In accordance with Revision 2, add eight (8) speed bumps with associated signage and pavement markings in the South Park neightborhood; add three (3) ADA ramps, associated sidewalk, curb & gutter, rolled curb, residential driveway approach, storm extension, and sign relaction at W Sipe St and 2nd Ave N; add rechannelization on 132nd Ave SE that will add a two way left turn lane North of the SE 240th St intersection; add channelization and painting of extruded curb to a City of Kent constructed crossing on Reith Rd, east of 38th Ave S. II. Reason and Background for Change During the construction phase of the City of Kent 2022 Overlay project, Transportation Engineering determined the necessity of speed bumps in the South Park neighborhood, ADA accomodations in the North Park neighborhood, and channelization additions to both SE 240th St & 132nd Ave SE and at Reith Rd (east of 38th Ave S). These were reflected in Revision 2, signed July 21, 2022. III. Method of Payment NEW PAY ITEMS ❑Not applicable Sch. Item Description No II Mobilization - 235th pipe repair II 12" Ductile Iron Pipe 20' length II Speed Bumps II Relocate Existing Barricade II Clearing and grubbing II Remove cement concrete sidewalk II Remove cement concrete curb and gutter II Cement concrete driveway 6 inch depth II Cement concrete sidewalk 0 Total Est. Total Estimated Cost of Oty Unit Unit Price Item 1 LS $11,300.00 $ 11,300.00 1 LS $4,400.00 $ 4,400.00 8 EA $5,000.00 $ 1 40,000.001 1 LS $1,200.00 $ 1,200.00 1 LS $5,500.00 $ 5,500.00 11.5 SY $44.00 $ 506.00 40 LF $11.00 $ 440.00 10 SY $85.00 $ 850.00 6 SY $55.00 $ 330.00 Page 1 II Cement concrete sidewalk ramp type I I parallel A I 2 EA I $2,300.00 I $ II I Cement concrete sidewalk ramp type combination I 1 EA I $2,800.00 I $ II I Cement concrete rolled curb and gutter 17 I LF I $32.00 I $ II I Cement concrete curb and gutter I 65 I LF I $32.00 I $ II I Pedestrian curb I 41 I LF I $36.00 I $ II I Permanent signing incl post and foundation I 4 I EA I $850.00 I$ II I Traffic Pylon I 1 I EA I $105.00 I$ II I Plastic crosswalk line I 100 I SF I $8.00 I $ II I Plastic stop line 24 inch wide I 26 I LF I $14.00 I $ II I Sawcut existing asphalt concrete pavement I 90 I LF $6.00 $ II I Painting traffic curb I 110 I LF I $1.50 I $ III I Seeding and fertilizing by hand I 25 I SY I $10.00 I $ New Pay Items Total: $ DELETE EXISTING PAY ITEM(S) per 1-09.5 El Not applicable Sch No. Bid Item No. Item Descri tion P Qty Unit Unit Price Delete Existing Pay Items Total: $ INCREASE/DECREASE TO EXISTING PAY ITEM(S) ❑ Not applicable Sch Bid Item No. Item Description P tion Qty I Unit Unit Price II 2010 Remove existing asphalt 37 SY $28.00 $ concrete pavement II 2050 Sawcut existing concrete 38 LF $6.00 $ pavement II 2075 Gravel Borrow incl. haul 25 TON $35.00 $ and compaction II 2080 CSTC 10 TON $40.00 $ II 2095 HMA Class 1/2" PG 58V- 20 TON $175.00 $ 22 II 2505 Traffic control labor 80 HR $75.00 $ II 2510 Traffic control supervisor 70 HR $100.00 $ Page 2 4,600.00 2,800.00 544.00 2,080.00 1,476.00 3,400.00 105.00 800.00 364.00 540.00 165.00 250.00 81,650.00 Cost of Item Cost of Item 1,036.00 228.00 875.00 400.00 3,500.00 6,000.00 7,000.00 II 2600 Double yellow centerline 1,650 LF $0.55 $ 907.50 paint stripe 11 2630 Plastic traffic arrow 4 EA $212.00 $ 848.00 if 2800 I Inlet protection 11 EA $75.00 $ 825.00 II I I $ Increase / Decrease to Existing Pay Items Total: $ 21,619.50 *TOTAL ESTIMATED COST OF CHANGE ORDER: $103,269.50 * Total of the Cost of Item Columns IV. WORKING DAYS I Original Contract: 130 � Due This Change Order:1 10 Explanation/3ustification for Additional Working Days: Previous Total: 140 *TOTAL WORKING DAYS: 150 * This Change Order + Previous Total Capital Projects Manager: (Xtan B Shields Construction Engineering Supervisor: 1-10�1rt ,,�,-�e,`,7ason Barry Construction Manager: €ric Connor Page 3 Date: /U 7 ~ 1 7,2, Date: Date: /0/1�/� � LAKESIDE INDUSTRIES Lakeside industries, Inc. lakesideindustries.com P.U. Box 7016 /Issaquah, WA 95027 ph: 425.313.2600 / fax: 425.313.2622 Washington Contractor License No. LAKESI.274JD Oregon Contractor License No. CC8 108542 Equal Opportunity Employer PROPOSAL CONTRACT AGREEMENT To: City of Kent Address: 220 - 4th Ave S Kent, WA 98032 Project Name: 2022 Kent Overlay Revision #2 Project Location: Kent, WA Item # Item Description 001 Speed Bumps 002 12" Ductile To Extend Storm 003 Relocate Existing Barricade To Proposed East End Of Sidewalk 004 Clearing And Grubbing 1000 Mobilization 1010 Remove Existing Asphalt Concrete Pavement 1020 Remove Cement Concrete Sidewalk 1025 Remove Cement Concrete Curb And Gutter 1050 Sawcut Existing Concrete Pavment 1055 Saw Cut Existing Asphalt Concrete Pavement 1075 Gravel Borrow Including Haul And Compaction 1080 CSTC 1095 HMA Class 1/2" PH 58V-22 1140 Cement Concrete Driveway 6 Inch Depth 1145 Cement Concrete Sidewalk 1170 Cement Concrete Sidewalk Ramp Type Parallel A 1180 Cement Concrete Sidewalk Ramp Type Combination 1200 Cement Concrete Rolled Curb And Gutter 1205 Cement Concrete Curb And Gutter 1211 Pedestrian Curb 1295 Permanent Sign Including Post And Foundation 1505 Traffic Control Labor 1510 Traffic Control Supervisor 1560 Traffic Pylon 1595 Double Yellow Centerline Paint Stripe 1615 Plastic Crosswalk Line 1625 Plastic Stop Line (24) Inch Wide 1630 Plastic Traffic Arrow 1660 Painting Traffic Curb 1800 Inlet Protection 1830 Seeding And Fertilizing By Hand Contact: Brian Sheilds Phone: (253) 856-5654 Fax: Bid Number: Bid Date: 9/20/2022 Estimated Quantity Unit Unit Price 8.00 EACH 1.00 LS 1.00 LS 1.00 LS 1,00 LS 37.00 SY 11.50 SY 40.00 LF 38.00 LF 90.00 LF 25.00 TON 10.00 TON 20.00 TON 10.00 SY 6.00 SY 2.00 EACH 1.00 EACH 17.00 LF 65.00 LF 41.00 LF 4 irs 0 EACH 80.00 HR 70.00 HR 1.00 EACH 1,650.00 LF 100.00 SF 26.00 LF 4.00 EACH 110.00 LF 11.00 EACH 25.00 SY Total Bid Price: $5,000.00 $4,400.00 $1,200.00 $5,500.00 $11,300.00 $28.00 $44.00 $11.00 $6.00 $6.00 $35.00 $40.00 $175.00 $85.00 $55.00 $2,300.00 $2,800.00 $32.00 $32.00 $36.00 $850.00 $75,00 $100.00 $105.00 $0.55 $8.00 $14.00 $212.00 $1.50 $75.00 $10.00 Notes: • Price Based on 1 Mobilizations. • Performance Bond not included in bid price. If required please add 1% to total cost of bid. • Bid based on approved contract, This proposal & Lakeside Provisions to be a part of all contract documents. • Lakeside Industries is not responsible for designed cross slopes of less than 1% that hold water after paving is complete. • Price based on current petroleum cost. Price escalation to be linked to the WSDOT/ODOT asphalt binder index. Total Price $40,000.00 $4,400.00 $1,200.00 $5,500.00 $11,300.00 $1,036.00 $506.00 $440.00 $228.00 $540.00 $875.00 $400.00 $3,500.00 $850.00 $330.00 $4,600.00 $2,800.00 $544.00 $2,080.00 $3,400 '47 6.00 $6,000.00 $7,000.00 $105.00 $907.50 $800.00 $364.00 $848.00 $165.00 $825.00 $250.00 $103, 269.50 9/23/2022 12:08:27 PM Page i of 2 Connor, Eric From: Sent: To: Cc: Subject: Attachments: Good Afternoon Brian, Connor, Eric Friday, October 14, 2022 3:01 PM Shields, Brian Barry, Jason FW: 2022 Asphalt Overlay - Revision 2 Pricing Revision 2 Updated pricing (ec).pdf We have approval to proceed with the change order based on the attached. Thank you for your work negotiating the proposal for this revision with the contractor. Eric Eric Connor, Construction Engineering Manager Phone 253-856-5533 1 Cell 253-797-0693 CITY OF KENT, WASHINGTON PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL From: Bieren, Chad <CBieren@kentwa.gov> Sent: Friday, October 14, 2022 2:49 PM To: Connor, Eric <EConnor@kentwa.gov> Cc: Peterson, Kelly <KPeterson@kentwa.gov>; Barry, Jason <JBarry@kentwa.gov> Subject: RE: 2022 Asphalt Overlay - Revision 2 Pricing Hi Eric, I've reviewed the attachments, please proceed with a change order for the revised work. Thank you, Chad Chad Bieren, P.E. Public Works Director Engineering Administration I Public Works Department 220 Fourth Avenue South, Kent, WA 98032 Phone 253-856-5534 1 Cell 253-740-9139 cbieren(@KentWA.aov CITY OF KENT, WASHINGTON KentWA.ciov Facebook YouTube Instagram From: Connor, Eric <EConnor@kentwa.gov> Sent: Friday, October 14, 2022 1:55 PM To: Bieren, Chad <CBieren@kentwa.QOV> Cc: Peterson, Kelly <KPeterson@kentwa.F!ov>; Barry, Jason <JBarrv@kentwa.gov> Subject: 2022 Asphalt Overlay - Revision 2 Pricing 1 Good Afternoon Chad, Construction received Revision 2 for our 2022 Asphalt Overlay project on 7/21/22. This revision is adding 8 speed bumps in the South Park neighborhood, 2 curb ramps at the intersection of 2nd Ave N and W Sipe St, rechannelization on 132" d Ave SE, and a new crosswalk on S Reith Rd, East of 38t" Ave S. Pricing has been proposed, negotiated, and reproposed. New pay items are being proposed for the speed bumps, 12" DI storm pipe, barricade relocation, clearing & grubbing, and mobilization. With quantities agreed to by staff in Construction, the contractor is proposing to complete all other work associated with this revision at the contract's existing bid item unit prices. The final proposed price for this revision is $103,269.50. This is 2.6% of the base contract amount. Are you okay with proceeding with a change order to add this revision to our contract with Lakeside Industries on this project? Please let me know if you need any additional information or would like to discuss. Thank you, Eric Eric Connor, Construction Engineering Manager Phone 253-856-5533 1 Cell 253-797-0693 CITY OF KENT, WASHINGTON PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL From: Shields, Brian <BShields@kentwa.gov> Sent: Friday, October 14, 2022 11:51 AM To: Connor, Eric <EConnor@kentwa.Rov> Cc: Barry, Jason <JBarrv@kentwa.gov> Subject: FW: Revision 2 updated quantities and pricing Thank you for the reminder!! Brian Shields, Capita/ Projects Manager Construction Management I Public Works Department 220 4th Avenue South, Kent, WA 98032 Main/Cell 253-293-4973 1 Desk 253-856-6510 bshields(abKentWA.gov CITY OF KENT, WASHINGTON KentWA.gov Facebook YouTube From: Shaun White <Shaun.White@lakesideindustries.com,> Sent: Friday, September 23, 2022 12:21 PM To: Shields, Brian <BShields@kentwa.gov>; Barry, Jason <JBarrv@kentwa.gov> Cc: Andrew Chu <Andrew.Chu@ lakesideindustries.com.>; Pat Tavenner <Pat.Tavenner@lakesideindustries.com,> Subject: Revision 2 updated quantifies and pricing EXTERNAL EMAIL Brian, Please see updated pricing and quantities. We have added seeding and lowered the quantities on some items to get closer. Also good catch on the clearing and grubbing as I fat fingered it and had 2 days for the team and truck. This has also been adjusted and back up provided. Shaun White, Project Manager I Lakeside Industries, Inc. I t 253.631.3611 1 c 206.396.5371 shaun.white@lakesideindustries.com Kent Division 1 18808 SE 256t" Street I Covington, WA 98042 1 www.lakesideindustries.com ffLAKESIDE INDUSTRIES Shields, Brian From: Brown, Rob Sent: Tuesday, October 4, 2022 2:24 PM To: Connor, Eric; Shields, Brian Cc: Holcomb, Drew; Hawkes, Derek; Preston, Erik; Peterson, Kelly Subject: FW: 2022 Overlay - Ramps change order Attachments: SHEETS 74-77 -rb.pdf Eric and Brian, Chad asked if it would be possible to change the signing for the change order (I do not seem to have the final) for speed humps in the neighborhood south of Willis. The design has two signs per location. We can change the signing to "Area Speed Bumps" at the four entrances to the neighborhood and reduce the signs form 16 to 4. The discussion was around the signing and the number of signs, not a cost reduction. -.. From: Brown, Rob Sent: Thursday, July 14, 2022 12:06 To: Holcomb, Drew <DHolcomb@kentwa.gov>; Hawkes, Derek <DHawkes@kentwa.gov>; Preston, Erik <EPreston@kentwa.gov>; Connor, Eric <EConnor@kentwa.gov>; Shields, Brian <BShields@kentwa.gov> Cc: Maloney, Carla <CMaloney@kentwa.gov>; Fealy, Angella <AFealy@kentwa.gov>; Peterson, Kelly <KPeterson@kentwa.gov> Subject: RE: 2022 Overlay - Ramps change order Hi Drew. Looks good. A few comments from us. . $7 From: Holcomb, Drew <DHolcomb@kentwa.gov> Sent: Wednesday, July 13, 2022 17:59 To: Brown, Rob <RBrown@kentwa.gov>; Hawkes, Derek <DHawkesC@kentwa.gov>; Preston, Erik <EPreston@kentwa.gov>; Connor, Eric <EConnor@kentwa.gov>; Shields, Brian <BShields@kentwa.goy> Cc: Maloney, Carla <CMalonev@kentwa.gov>; Fealy, Angella <AFealy@kentwa.gov>; Peterson, Kelly < K Peterson @ ke ntwa . g ov> Subject: RE: 2022 Overlay - Ramps change order Hello all, Please review the attached plans for the requested change order on the 2022 Overlay. I believe these meet the sketch Erik provided but would like to have another set of eyes before we issue these as a revision. I will update my cost estimate now that we have closer to finalized plans and respond to this email. Please complete your review by 7/20/22. Thank you, Drew Holcomb, P.E. Design Engineer III Design Engineering I Public Works Department PUBLIC WORKS DESIGN ENGINEERING Carla Maloney Design Engineering Manager T� 400 West Gowe KENT Kent, WA 98032 W R " ^ � r Fax: 253-856-6500 PHONE: 253-856-5500 Date: July 21, 2022 To: Eric Connor, Construction Engineering Manager Cc: Jason Barry, Construction Supervisor Brian Shields, Capital Project Manager Carla Maloney, Design Engineering Manager From: Derek Hawkes, Engineering Supervisor Drew Holcomb, Project Engineer Regarding: 2022 Asphalt Overlay Project Project No. 22-3001.1 Revision No. 2 ADD Sheet 74 Additional speed bumps (not speed cushions, these will NOT have the emergency vehicle cutout) and associated bump signage and channelization added to the South Park neighborhood. ADD Sheet 75 Additional ADA ramps and associated sidewalk, curb gutter, rolled curb, residential driveway approach, storm extension, and sign relocations need to construct these ramps at 2nd Ave and Sipe St. in the North Park neighborhood. ADD Sheet 76 Rechannelization on 132nd Ave SE that will add a two way left turn lane north of the SE 240th St intersection. ADD Sheet 77 On Reith Rd. the City will construct a crossing including extruded curb. This sheet will add channelization and painting of this extruded curb to the contract. Attachments: Sheet 74-77 Z�� 440dil- Drew Holcomb Project Engineer City of Kent Public Works Department Chad Bieren, Public Works Director ! ! 1 I Ie t is smim 3 I 10_ ZA �oz Zx� po J OLLtld ONLLSIX3 Ol ,S'Z 9 S W 09 Z Y6w cWi#�N z Qix� � M r3w ® AOZ Slb U W � I I 1 w V) I - - -� -- �* Z I I Q 1 1 z 2 1 i N 1 i z Fo I I UUF rom tt N011tl N19WOO V o a o-- :3dU dP,tlN SWO 0,9 0'S NIV /211SIX3 o dl1'fL '�NgNtl'1 dIY�� F-� I —_ 1S UIS M m� awe ' ------------• aka i oo 4.6' I ! - I who xo��w ttN I 6 i �mW zza��M � I UJ64�Z .� LL 3 3NI MOIL 01 01 .0'L m�a U64 _INE SEE BELOW U ) Q i � I I I o N++ I 3 L1SH10bZ3S � �Q<� I I ZgYza'i�a�� _ a C1 < a ¢ O - 3AOBV 33S 3NIIHOlVW L -01 J Q 3 in W 0 0 a U Y a a Y V W Z w w F- V) 3 L® R E s g J 2 3 a a N N =' A a SE 1 /4, SEC. 13, T 22 N, R 4 E, W.M. �1 -�- I �Z 2ND AVE N I CURB TRANSITION 1 0o o I PARCEL NO. 132204-9019 0 o PER COK STD 18 I I LARC ® KENT STATION LLC PLAN 6-33 FULLCU HEIGHT ------ - - - - ----------- BEVEL D END 'Q./\ I I 1001 1ST AVE N ------ 180 ADJUST C BASIN TO MATCH �� DEPRESSED CEMENT � ' I 10 2.0' FROM j CURB TRANSITION 6.0' I,1' 3j ® �� CONCRETE SIDEWALK/RAMP I a DRIVEWAY TO CBI I 2 0 \ WITH CURB REVEAL PER I o �ry o DETAIL 1, THIS SHEET z ILI CURB TRANSITION — — - �` I w PER COK STD \ .0 RAMP 4_< oo °° �\ I o MAX 0X ° °° �\� � FULL HEIGHT PROTECT � PLAN 6-33 45 17,p RAMP 1 5% oQ /\ CURB WITH EXISTING 1140 6,0, - MAX h�,e \ \ BEVELED END TREE i ri __.. �t V—o is 1�P+� \ 7025 ``I n SIDEWALK REMOVAL ` 0• \ 1050 L� �,. ^ i b m I LIMITS 10201055 055 \-- MAX I 'n ®� - \ \ - - - - - - - - - - ------ - ---I Z .5%EXIST R/W Xi M, MATCH EXISTING CEMENT z MIx. M �� OD/vCONCRETE DRIVEWAY RELOCATE EXISTING FQ 17ao BARRICADE TO PROPOSED I s� � °°° 1 :n 1- 1.5% EAST END OF SIDEWALK - I 11 W a MAX I 1 a x I 6 TO NECT EXISTING PIPE 15% 121 USING FERNCO OR AS MAX (n ^ s APPROVED BY ENGINEER D_ 5.0, PARCEL NO. 614760-0149 CURB RAMP TYPE: s v 121 I KUMAR PRADEEP+NANDA FILL WITH GRAVEL PARALLEL A 117 x 1 I 944 2ND AVE N BORROW AND SEED PER I NOTE 3 i 5.0. I I 12" DUCTILE i tta I IRON PIPE o I 20.0' I NOTES: I 1. SEE CURB RAMP GENERAL NOTES ON SHEET 2. I iT i 1 2. SEE DETAIL B, SHEET 5 FOR TYPICAL EXTEND DUCTILE IRON PIPE OUTSIDE SIDEWALK/RAMP CONSTRUCTION. OF FILL FOR RAMP AND SIDEWALK 1; �� RELOCATE EXISTING BARRICADE I ~ 3. GRADE BEHIND CURB RAMP AND LANDING AT 3:1 MAX TO EXISTING CONDITIONS, SEEDING 183 CONSTRUCTION. INVERT TO MATCH I I X EXISTING BOTTOM OF DITCH ELEVATION I I AND MOUNT FIXED BARRICADE PER 6-71B I 1 I W SIPE ST & 2ND AVE INTERSECTION (E) A SCALE: 1 "=5' — 11830118351 1205 CEMENT CONCRETE SIDEWALK TO MATCH FLOWLINE —LANDSCAPE RESTORATION PAVEMENT CURB AND GU3TER,ELEVATION AT BACK OF CURB MATCH EXISTING GRADE SECTION 4" CEMENT CONCRETE PER DETAIL SIDEWALK / RAMP B, SHEET 5 7145 1.5% �3 1 SLOPE- \ �� 2" CRUSHED SURFACING -max v TOP COURSE (CSTC) CURB REVEAL DETAIL 1 N TS - DESIGNED: BRAA CHECKED: KENT PROJECT NO SCALE: DNH 1"=5, 22-3001.1 BAR I$ ONE INCH ON Cityof Kent DRAWN: HORIZ: PROJECT ENGR. CONST. MGMT. REVEW — I I ORIGINAL DRAWING ADJUST SCALES Public Works Department REVISED PER REVISION 2 JBRAA 7.18.22 BRAA APPROVED: ASH VERT: DATE ACCORDINGLY KENT Engineering Division N0. REVISION BY DATE -CITY ENGINEER w� y ca (m 0� .y,. IJ83J �SSJOHAt 8�a\ SHEET W SIPE ST AND 2ND AVE 2022 ASPHALT OVERLAY 75 of 77 CURB RAMPS FILE NO. z2-SiP, St a I1 Curb Rampa 0eC., G: \Design\22-3001 2022 Asphalt Overlay\Sheet Files\22-3001.1 Sipe St and 2nd Ave Curb Ramp Detalls.dwg 7/20/2022 5:34 PM PARCEL NO. 162205.9103 WANDERING CREEK APARTMENTS 12910 SE 240TH ST PARCEL NO. 162205-9116 76 MY GOODS MARKET 13122 SE 240TH ST SE, SW 1 /4, SEC. 15 & 16, T 22 N, R 5 E, W.M. I PARCEL NO. 162205-9103 PARCEL NO. 162205-9132 WANDERING CREEK CAR WASH APARTMENTS 23907 132ND AVE 12910 SE 240TH ST --------------------7�----- ----- __LT_Uuj - p 1595 � 1800 --- - — — 2MK 1595 - 100.00' 1101+00— y 1102+00 f t STING DYCLf -- — MATCH EXI 1800 ----------------------------------------------� PARCEL NO. 152205-9140 PARCEL NO. 152205-9149 MERIDIAN VALLEY PROFESSIONAL CTR MERIDIAN VALLEY PROFESSIONAL CTR 13200 SE 240TH ST 13210 SE 240TH ST PARCEL NO. 873173-0730 CITY OF KENT VACANT -------------------------------- ---------------------- 4 � 0 ----------- — d3 o d3 d3 a,8.70'--------�--- C7 I m Q +00 n 1107+00-1108+00 W 1595 Io 1595 BEGIN TAPER g --- — LLJ Z — — ❑ J 1800 1105+00 d3 ------------- d3 ----- d3 ------ PARCEL NO. 152205-9181 CITY OF KENT VACANT s D --f n rrt 1800 0 n 132ND AVE SE 110C rri r'1 r — --- - -- pC d3 d3 < ----------------- PARCEL NO. 873173-0710 I SANTPS OLIVA DAMARYS & FERR / 13119 SE 236TH PL J CL ------------ _ - c~D 4 MAR TAPER d3 CH SHOULDER - - d3 13 - -EP � - EP EF - - -- - d3 - -- d3 d3 1109+00 1110+00 1111 +00 END TAPER MATCH EXISTING DYCL U Q PARCEL NO. , 152205-9181 =— — -- —------------=�-----------^----- CITY OF KENT VACANT ��\ PARCEL NO. 152205TR-C PARCEL NO. 152205-9188 — VACANT NOTES: 1. CONTRACTOR SHALL REFERENCE EXISTING PAVEMENT MARKINGS PRIOR TO PLAREPLACED CED IN KINOUSIND AT THEAVEMENT EXISTIINGERLOCAATONALL N NELIZATION SHALL BE UNLESSOTHERWISE DIRECTED. CONTRACTOR SHALL REFER TO KENT STANDARD PLANS 6-74, 6-75 AND 6-79. SEE SPECIAL PROVISIONS 1-05.5 "REFERENCING EXISTING PAVEMENT MARKINGS" (INCIDENTAL). DESIGNED: CHECKED: KENT PROJECT NO SCALE: - BAR IS ONE INCH ON I City of Kent BRAA DNH ( 22-3DD1.1 HDRIz. 1•-ZQ ORIGINAL DRAWING TT PR03ECT ENGR.A$I'I ICONS, . MGMT. REVIEWi ADJUST SCALES Public Works Department BRAA VERT ACCORDINGLY REVISED PER REVISION 2 BRAA7.18.22JDRAWN; APPROVED DATE o.. I RCTEngineering Division BY DATE _ CITY ENGINEER .. r,ixo•ox N0. REVISION - Cl) W _ N EP — 1111+89 a3 d3 --------PARCEL NO. � / I RAFTS AVI RAWF SE 236TH PLC\\�\ yPTHAAi �. of Asej 11y z �7 ca � A 9s E� ASS/ONAL Eta SHEET 76 OF 77 TWO WAY LEFT —TURN LANE 2022 ASPHALT OVERLAY 132ND AVE SE AND SE 240TH ST F,LE NO. zz-'°°" 132 G:\Design\22-3001 2022 Asphalt Overlay\Sheet Files\22-3001.1 132nd Chonnelizattoa.dwg 7/18/2022 9:50 AM 1 / / / / / / / J / J EP S� R NW 1 /4, SEC. 27, T 22 N, R 4 E, W.M. PARCEL NO. 272204-9005 CITY OF KENT WEST FENEWICK PARK 3808 REITH RD E-P \\ _ TRAFFIC CURB CONSTRUCTION NIC, \` TO BE CONSTRUCTED BY OTHERS. 0 �-�� PAINT NG TRAFFIC CURB \\\\ WHITE 1660 - Ep � \ \\ TYP 1515 27.0p.\� % / / EP / PARCEL NO. 272204-9032 TRINITY REFORMED CHURCH / 3807 REITH RD WEST FENEWICK PARK CROSSWALK eP `� \ 00�►,w 1625 2.00. TO ENp OF\ - 1560\`\\`\\\ CURE \\ - \ TRAFFIC CURB CONSTRUCTION NIC, \\\` TO BE CONSTRUCTED BY OTHERS. \� PAINT EXISTING TRAFFIC CURB WHITE 1660 PARCEL NO. 272204-9005 CITY OF KENT WEST FENEWICK PARK 3808 REITH RD A7bq \ \\ Ep — wAN NOTES: 2t7l Q 1. ENGINEER TO FIELD VERIFY ALL CHANNELIZATION. 57937 e'rSIONAL F'�G (T� ` SHEET BAR 15 ONE INCH ON City of Kent I 77 OF 77 ' DESIGNED: (CHECKED DNH IKINT2 PROJECT N0. (SCALE: 1—ZOWEST FENEWICK PARKBRAA 2-3001.1 HORVZ: ORIGINAL DRAWING L7 f- Department 2022 ASPHALT OVERLAY PROJECT ENGR:ASH CONST. MGMT. REVIEW ADJUST SCALES PUi)iIC Works Department CROSSWALK (FILE NO. 22-30011 West Fene�'ick jORAWN: BRAA VERT' ACCORDINGLY \ 0 Pew REVISED PER REVISION 2 BRAA 7.18.22 PPRoveD: DATE D, r I s �GNT Lngineering Division BY DATE I - clTv ENGmEER w..n�..*o. G:\Design\22-3001 2022 Asphalt Overlay\Sheet Files\22-3001.1 West fenewick Park.dwg 7/18/2022 3: 29 PM NO. REVISION - _ _ -- SE 1 /4, SEC. 24, T 22 SW, R 4 E, W.M. --------------- P--------'.-----^s---+�------__----- 7 ` 2I3'-----aj---��--�� --_ --- —� Ewsr nM' ----- ---------- EAsr P/W _ �------33--- d3 f EP FMILROAD AVE E� EP Ep M EP a 1 E _ _ _ _ EASTR/w , r—139TRiw T SPEED BUMP PER —II SPEED BUMP PER DETAIL 1 THIS SHEET DETAIL 1 THIS SHEET I PARCEL NO. PARCEL I I I PARCEL PARCEL PARCEL NO. NO. NO. 3828000105 I 382800-0025 NO. II 1 382800-0125 1 382800-0120 OLSEN I LEE DANIEL 1 382800.0020 I 1 MACHUCA 1 OLSEN DANIEL 1 I 1 1 W+STANLEY 1 MENGISTEAB 1 1 NAZARIO DANIEL 616 I J+BREN SAMUEL ' I I 628 622 RAILROAD 528 RAILROAD 524 RAILROAD RAILROAD AVE S I AVE S RAILROAD AVE S AVE S r}SPEED BUMP PER AVE S EP — INSTALL BUMP PER STD PLAN 6-29 TYP I - m d3 d3 d3 d3 ------------------------- I I PARCEL NO. 382800.0160 PARCEL NO. FIELDS JACK MD PARCEL NO. 3828000115 I 3828000130 PERVIER A-1 CORP INGFRID J 627 BRIDGES , 619 BRIDGES 1 I AVE S AVE S I SPEED BUMP PER DETAIL I THIS SHEET i I I� PARCEL NO. 382800.0090 — HUEFFED KATHY I+JOSEPH DOMI I 603 BRIDGES w AVE S ------------J L--- �__--- - - - d3 ° r BRIDGES AVE S EP SPEED BUMP PER DETAIL 1 THIS SHEET ------------ -----' ----------T—R/W —------------ FXIS Z PARCEL NO. 3828000300 SWIFT S & L LLC 0 T 610 BRIDGES AVE S PARCEL NO. 382800-0355 w I 1 FAGG JOSEPH S 0 I 1 208 E MORTON ST 2 w W -------- - ------ ______ �a FASTTT. PARCEL NO. 382800-0395 r� TINY TOTS DEVELOPMENT CENTER 707 CENTRAL AVE S PARCEL NO. 382800-0325 SWIFT S & L LLC 633 E MORTON ST SPEED BUMP PER DETAIL I THIS SHEET d3 PROPERTY NO. 382800-0285 S & L SWIFT LLC 601 CENTRAL AVE S °' CEN DETAIL 1 THIS SHEET L---a3—I -- d} id eMsR�wEP EP EP EP EP ------------------------ PARCEL NO. 382800.0040 DACANAY PARCEL NO. I 5 9EBRIDGES PARCEL NO. NEUB- 060 UM AVE S 1 382800.0055 1 i I KRUMINS ATIS 1 1 1 TIMOTHYMOTHY A 523 BRIDGES 525 BRIDGES .I AVE S AVE S — d3 d3 d-1 i EP _ EP Ep EP -- SPEED BUMP PER DETAIL 1 THIS SHEET \' PARCEL NO. 382800-0260 I a JOHNSON DONALD R I I" 1 520 BRIDGES AVE S I I I la -----I PROPERTY NO. 382800-0275 ANIS SHAHID 217 RUSSELL ST NOTES: SIGN SCHEDULE 1. SPEED BUMP SHALL CONFORM TO COK STD PLAN 6-29A AND 6-29B EXCEPT I LOCATION DESCRIPTION SIGN CODE SIZE 1 1. UMP SHALL 4" CONTINUOUS HEIGHT BUMP WITHOUT THE EMERGENCY I TYP I "85 MPP.H" W13-11 18x18 VEHICLE CUTOUT SHOWN IN SECTION A —A. 1.2. BUMP MARKINGS SHALL MATCH DETAIL 1 AS SHOWN ON THIS PLAN SHEET. 2. SPEED BUMPS WILL NEED TO BE FIELD LOCATED. THE INTENT IS TO GET THEM AS CLOSE TO ALLEYS AS PRACTICAL SO THEY ARE NEAR MID —BLOCK. DESIGNED: BRAA CHECKED: DNH KENT PROJECT NO. SCALE: BAR 15 ONE INCH ON Cityof Kent 22-3001.1 HORIZ: 1"-40r OR DRAVfiNG T ,l DRAWN: PROJECT ENGR CONST. MGM T. REVIEW _ ADJUST SCALES Public Works Department 8 REVISED PER REVISION 2 BRAA 7.18.22 BRAA I ASH VERT. ACCORDINGLY APPROVED. DATE Engineering Division NO. REVISION BY DATE CITY ENGINEER —SPEED BUMP PER DETAIL 1 THIS SHEET a. OF ROADWAY 6.0' I LANE WIDTH I I o W I 70I — tO I I \ E OF LANE o------I------I clic OF 3" f SPEED BUMP— j 0 1 EIOST R/N' w f— EAST R/w co I i I J w w 1 0 c OF LAN 1 I �'0 1 O doe W ty a w LANE WIDTH I 6.0 c� cn SPEED BUMP DETAIL 1 %ST�fi�`� es`rfONAL Eta, i SHEET RAILROAD, BRIDGES, RUSSELL, AND MORTON 2022 ASPHALT OVERLAY 7a 2-300 77 TRAFFIC CALMING FILE "� 2ftl...., ,idg,c ImIngJ2ailraatl-Bridges-Rus ei Mar,on G:\Dcsiqn\22-3O0l 2022 Asphalt Overloy\Sheet Files\22-3001.1 Traffic Calming -Railroad -Bridges -Russel Morton.dwg 7/18/2022 3:18 PM