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Home My WebLink AboutCAG2021-137 - Change Order - #2 -Associated Underwater Services, Inc. - Lake Fenwick Hypolimnetic Aerator Improvements - 12/16/2022Agreement Routing Form • For Approvals, Signatures and Records Management KENT This form combines & replaces the Request for Mayor's Signature and Contract Cover Sheet forms. WASH INGTON (Print on pink or cherry colored paper) Originator: Department: C. Frame PW Engineering Date Sent: Date Required: > 1 /3/2023 N/A 0 aAuthorized to Sign: Date of Council Approval: Q 0 Director or Designee ❑ Mayor 3/02/2021 Budget Account Number: Grant? 0 Yes ❑ No D20097.64110.330 N/A Budget? 0 Yes ❑ No Type: Vendor Name: Category: Associated Underwater Services, Inc. Contract Vendor Number: Sub -Category: = 1480891 Change Order #2 0 Project Name: Lake Fenwick Hypolimnetic Aerator Improvements E L = Project Details:Added type 8 junction box to accommodate new power pole installation. c Agreement Amount: $11,153.06 Basis for Selection of Contractor: E Bid a� Start Date: N/A Termination Date: 120 Working Days a� Q Local Business? ❑ Yes ❑ No* *If meets requirements per KCC 3.70. 700, please complete "Vendor Purchase -Local Exceptions' form on Cityspoce Notice required prior to disclosure? ❑ Yes 0 No Contract Number: CAG2021-137 Date Received by City Attorney: Comments: �1 C 3 3cc y •� i GJ 7 M p� Date Routed to the Mayor's Office: V1 Date Routed to the City Clerk's Office: aaccW22373 , z0 Visit Documents.KentWA.gov to obtain copies of all agreements • KEN T W A 5 H I N G T O N CHANGE ORDER NO. #2 NAME OF CONTRACTOR: CONTRACT NAME & PROJECT NUMBER ORIGINAL CONTRACT DATE: Associated Underwater Services, Inc. ("Contractor") Lake Fenwick Hvoolimnetic Aerator Improvements. March 18. 2021 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: Added type 8 junction box to accommodate new power pole installation. This CO includes all material, equipment, tools and labor necessary to supply and install the new handhole. 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, $922,592.31 (including applicable alternates and WSST) Net Change by Previous Change Orders $48,521.83 (incl. applicable WSST) Current Contract Amount $971,114.14 (incl. Previous Change Orders) Current Change Order 1 $10,129.94 Applicable WSST Tax on this Change $1,023.12 Order Revised Contract Sum $982,267.20 CHANGE ORDER - 1 OF 3 Original Time for Completion I 120 working days (insert date) Revised Time for Completion under 00 working days prior Change Orders (insert date) Days Required (t) for this Change Order 1 00 calendar days Revised Time for Completion (insert date) 120 working days 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: By: Aze�� (signature) Print Name: Corky Raines Its Project Manager (title) DATE: 12-14-22 CITY OF KENT: Digitally signed by Chad Bieren Chad Bieren DN C=US,ent,0 renuken wr s, O=Cityed Kent, OU=Pubtic Works, CN=Chad Bieren By. Date: 2022.12 16 10.59.18-08'00' (signature) Print Name: Chad Bieren. P.E. Its Public Works Director (title) DATE: - EG CHANGE ORDER - 2 OF 3 ATTEST: r Kent City Clerk C[In this field, you may enter the electronic filepath where the contract has been saved] APPROVED AS TO FORM: (applicable if Mayor's signature required) Kent Law Department CHANGE ORDER - 3 OF 3 File No. 200.2 �!T CHANGE ORDER WORKSHEET NO. 2 Construction Engineering Division - Public Works Project: Lk. Fenwick Hypolimnetic Aerator Impr. Project No: 18-3003 Project Engineer: Tetra Tech Fed -Aid No: n/a Capital Projects Brian Shields Contractor: AUS Manager: Date: 10/14/2022 I. Proposed Change Added type 8 junction box to accommodate new power pole installation. Payment includes all material, equipment, tools, and labor necessary to supply and install the new handhole. Cost total $10,129.94 as shown on FA sheet 001. II. Reason and Background for Change Original contract for project 18-3003 did not account for necessary handhole installation to accommodate the installation of the new PSE power pole. Field discussion with PSE determined that an additional handhole was necessary to reset the degrees of bend in the conduit run from the compressor building to the power pole. The handhole is used to connect previously existing conduit to the new conduit that makes a 90 degree bend toward the new power pole location. III. Method of Payment NEW PAY ITEMS ❑ Notapplicable Sch No . Item Description I Add Handhole Total Est. Total Estimated Cost of Qty Unit Unit Price Item 1 LS $10,129.94 $ 10,129.94 New Pay Items Total: $ 10,129.94 DELETE EXISTING PAY ITEM(S) per 1-09.5 0 Not applicable Sch No. Bid Item No. Item Description Qty Unit Unit Price Cost of Item Page 1 $ Delete Existing Pay Items Total: $ - INCREASE/DECREASE TO EXISTING PAY ITEM(S) E]Natapplicable Sch Bid Item No. Item Descri tion No. p Qty Unit Unit Price Cost of Item $ - Increase / Decrease to Existing Pay Items Total: $ - *TOTAL ESTIMATED COST OF CHANGE ORDER: $10,129.94 * Total of the Cost of Item Columns IV. WORKING DAYS Original Contract:) 120 � Due This Change Order: 0 J Previous Total: 120 Explanation/Justification for Additional Working Days: *TOTAL WORKING DAYS: 120 * This Change Order + Previous Total Capital Projects Manager: Brian Shi Ids Construction Engineering Supervisor: J n Barry Construction Manager: Eric Connor Date: 12-2-Zo22 Date: i Z 17iL Date: 12��3 f 7 Page 2 DAILY REPORT OF FORCE ACCOUNT WORKED Project Name: Lk Fenwick Aerator Item No.: Description of Work: Handhole install Prime Contractor: AUS NAME CODE OCCUPATION Rope Reese Pilebuck - Journeyman Bill Grove JourneyElectrician David JourneyElectrician EQUIPMENT OR ATTACHMENTS Equipment # Equipment Description AUS Ram 3500 AUS Goodsneck Trailer Nelson Van Nelson Chevy Truck 2021 2500 FA Sheet No.: 07 �•/ �-T Project No: 18-3003 Date: Work by Subcontractor?: yes Sub -Contractor: Nelson Electric LABOR 1 STRAIGHT TIME OVERTIME DOLLAR Hrs Hourly Rate Hrs OT Rate AMOUNT 10 81.61 $ 816.10 8 91.39 $ 731.12 8 91.39 $ 731.12 SUBTOTAL - LABOR: $ 2,278.34 LABOR OVERHEAD & PROFIT @ 31 % $ 706.29 LABOR TOTAL $ 2,984.63 EQUIPMENT l OPERATED STANDBY DOLLAR Hrs Hourly Rate Hrs Standby Rate AMOUNT 4 36.98 6 3.48 $ 168.80 4 12.50 6 2.79 $ 66.74 8 31.61 $ 252.88 8 44.00 $ 352.00 I $ SUBTOTAL - EQUIPMENT $ 840.42 EQUIPMENT OVERHEAD & PROFIT @ 21% $ 176.49 EQUIPMENT TOTAL $ 1,016.91 MATERIALS/SERVICES/RENTALS I MATERIALS / SERVICES Excavator Rental (portion- excavator req for other work also) Shoring Rental (1/2 of invoice) Parts for J box Type 8 Junction box Verification of Hours Worked: Contractor's Representative Date lOwner's Representative Date Comments 12% MARK prime when subcontract work) Quantity Units Up Unit Price DOLLAR AMOUNT 1 LS $ 550.00 $ 550.00 1 LS $ 597.86 $ 597.86 1 LS $ 500.95 $ 500.95 1 EA $ 2,519.00 $ 2,519.00 SUBTOTAL $ 4,167.81 OVERHEAD & PROFIT @ 21% $ 875.24 TOTAL $ 5,043.05 TOTAL: $ 9,044.59 (for $ 1,085.35 SHEET TOTAL: $ 10,129.94 0United Rentals® II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII RENTAL QUOTE BRANCH 805 17700 WEST VALLEY HIGHWAY # 205594040 TUKWILA WA 98188 425-251-8150 Customer # 796394 Quote Date 04/25/22 Estimated 05222 09:0AM Out) v NEED ADDRESS Estimated 05/04/22 09:00 AM -H FIRST AND MAIN UR Job Loc FIRST AND MAIN, KENT 69 KENT WA 98030 Customer Job ID: ,A P.O. # h Office: 509-533-6500 Cell: 509-944-1881 ordered By DUSTIN AUDLEY Written By RYAN FRYE Salesperson ASSOCIATED UNDERWATER SVCS INC 3901 E FERRY AVE SPOKANE WA 99202-4645 This is not an invoice Please do not pay from this document RENTAL ITEMS: QtY Equipment Description Minimum Day Week 4 Week Estimated Amt. 1 9070035 MINI EXCAVATOR 3000-3999# 248.00 330.00 700.00 2,434.00 660.00 1 907/0525 MINI EXCAVATOR BUCKET 12" N/C Rental Subtotal: 660.00 SALES/MISCELLANEOUS ITEMS: Price Unit of Measure Extended Amt. Qty Item 1 WA HEAVY EQUIP. RENTAL TAX [DRSURWA/MCI] 12.200 EACH 12.20 1 ENVIRONMENTAL SERVICE CHARGE [ENV/MCI] 13.200 EACH 13.20 1 DELIVERY CHARGE 158.000 EACH 158.00 1 PICKUP CHARGE 158.000 EACH 158.00 Sales/Mist Subtotal: 341.40 Agreement Subtotal: 1,001.40 Tax: 99.91 Estimated Total: 1,101.31 COMMENTS/NOTES: CONTACT: DUSTIN AUDLEY CELL#: 206-889-2540 This proposal maybe withdrawn if not accepted within 30 days. The above referenced Rental Protection Plan, environmental, and tax charges are estimates and are subject to change NOTICE: This is not a rental agreement. The rental of equipment and any items listed above is subject to availability and subject to the terms and conditions of the Rental and Service Agreement, which are available at https:llwww.unitedrentals.com/legal/rental-service-terms-US and which are incorporated herein by reference. A COPY OF THE RENTAL AND SERVICE AGREEMENT TERMS ARE AVAILABLE IN PAPER FORM UPON REQUEST. Page: 1 SUNBELT® RENTALS PC#: 1303 8419 219TH ST SE WOODINVILLE, WA 425-398-2353 Job Site: ASSOCIATED UNDERWATER SERVICES 8419 219TH ST SE SHORING QUOTE WOODINVILLE, WA 98072 8084 C#: 425-487-0329 J#: 206-889-2540 Customer: 777555 ASSOCIATED UNDERWATER SERVICES 6706 NE 175TH ST UNIT D KENMORE, WA 98028 QTY EQUIPMENT * 1.00 ALUMINUM BOX - 2X6FT - S/WALL 0140075 1.00 ALUMINUM BOX - 4X5FT - S/WALL 0141102 Spreaders are no charge 1.00 FF-4X4 - STRUCTURAL BOARD 4X4F 1.00 FF-4X8 - STRUCTURAL BOARD 4X8F 1.00 HS-PCP 5-GALLON HAND PUMP-PLAS 1.00 RHOOK-48 - 48" REMOVAL HOOK 1.00 RTOOL-48 - 48" RELEASE TOOL 1.00 VBC-28 - VERT SHORE CYLINDER 2 1.00 VBC-34 - VERT SHORE CYLINDER 3 1.00 VBC-52 - VERT SHORE CYLINDER 5 1.00 FF-4X6 - STRUCTURAL BOARD 4X6F Page 1 of 2 SUNBELT RENTALS, INC. Salesman: 130301 BURWELL, KELLEN (13 98072 M 14 Typed By: DBENECKE QUOTE Contract #.. 125221287 Contract dt. 4/25/22 Date out.... 4/25/22 2:24 PM Est return.. 5/02/22 2:24 PM Job Loc..... 8419 219TH SE WOODINVILLE Job No...... 3 - ASSOCIATED UNDER P.O. #...... SHORING QUOTE Ordered By.. DUSTIN, DUSTIN NET 30 Min Day Week 4 Week Amount 39.00 39.00 117.00 351.00 117.00 82.00 82.00 206.00 618.00 206.00 6.00 6.00 17.00 51.00 17.00 11.00 11.00 26.00 78.00 26.00 12.00 12.00 29.00 87.00 29.00 5.00 5.00 12.00 36.00 12.00 5.00 5.00 12.00 36.00 12.00 12.00 12.00 27.00 81.00 27.00 12.00 12.00 29.00 87.00 29.00 15.00 15.00 37.00 111.00 37.00 9.00 9.00 24.00 72.00 24.00 *** EQP MSG *** CUSTOMER HAS RECEIVED TAB DATA SHEET SIGNATURE X SALES ITEMS: Qty Item number Unit Price 1 DLPKSRCHG EA 47.500 TRANSPORTATION SURCHARGE 47.50 1. The total charges are an estimate based on the estimated rental period and other information provided by Customer. 2. Customer assumes all risks associated with the Equipment during the Rental Period, including injury and damage to parsons, property and the Equipment. 3. Customer is responsible for and shall only permit properly trained, Authorized Individuals to use the Equipment. 4. If the Equipment does not operate properly, is not suitable for Customer's intended use, does not have operating and safety instructions or Customer has any questions regarding use of the Equipment. Customer shall not use the Equipment and shall contact Sunbelt immediately. 5. Equipment misuse or using damaged or malfunctioning Equipment may result in seriousbodily injury or death and Customer agrees that Customer /i) assumes all risk associated thereunder, and (i) indemnifies Sunbelt Entities for all claims or damages as a result of misuse or use of damaged or malfunctioning Equipment. 6. Customer has received, read, understands and agrees to the estimated charges and all the terms on this page, plus all sections an the reverse slide of this Contract P'Sections"), including Release and Indemnification in Section 8 and Environmental Fee in Section 16, which can also be found at www.sunbeltrentals.comlrentalcontract. •0eliverylPickup Surcharge fee explanation is available at www.sonbeltrentoIs, comisurcharge. 7. Customer must contact Sunbelt to request pickup of Equipment, retain the Pick -Up Number given by Sunbelt and will he responsible for Equipment until actually retrieved by Sunbelt. 8. Customer waives its right to a jury trial in any dispute as set forth in Section 19. 9. At the election of Sunbelt or Customer, Customer agrees to submit every dispute to arbitration and waives any right to brine a class action as sat forth in Section 28. on inued on the next page... ^ " 6... KNIUUTE(Rev U2/28/22) Page 2 of 2 SUNBELT. RENTALS PC#: 1303 SUNBELT RENTALS, INC. 8419 219TH ST SE Salesman: 130301 BURWELL, KELLEN (13 WOODINVILLE, WA 98072 M 4 Typed By: DBENECKE 425-398-2353 Job Site: ASSOCIATED UNDERWATER SERVICES 8419 219TH ST SE SHORING QUOTE WOODINVILLE, WA 98072 8084 C#: 425-487-0329 J#: 206-889-2540 Customer: 777555 ASSOCIATED UNDERWATER SERVICES 6706 NE 175TH ST UNIT D KENMORE, WA 98028 QUOTE III IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII'I'll Contract #.. 125221287 Contract dt. 4/25/22 Date out.... 4/25/22 2:24 PM Est return.. 5/02/22 2:24 PM Job Loc..... 8419 219TH SE WOODINVILLE Job No...... 3 - ASSOCIATED UNDER P.O. #...... SHORING QUOTE Ordered By.. DUSTIN, DUSTIN NET 30 QTY EQUIPMENT # Min Day Week SALES ITEMS: Qty Item number Unit Price 1 WAHERS EA 6.700 WA 1.25% HEAVY EQUIP RENTAL SURCHARGE Total Weight: 613.00 RENTAL PROTECTION PLAN DELIVERY CHARGE PICKUP CHARGE Sub -total: Tax: Total: All amounts are in USD 4 Week Amount 6.70 80.40 125.00 125.00 920.60 72.18 992.78 1. The total charges are an estimate based on the estimated rental period and other information provided by Customer. 2. Customer assumes all risks associated with the Equipment during the Rental Period, including injury and damage to persons, property and the Equipment. 3. Customer is responsible for and shall only permit properly trained, Authorized Individuals to use the Equipment. 4. If the Equipment does not operate properly, is not suitable for Customer's intended use, does not have operating and safety instructions or Customer has any questions regarding use of the Equipment, Customer shall not use the Equipment and shall contact Sunbelt immediately. 5. Equipment misuse or using damaged or malfunctioning Equipment may result in serious bodily injury or death and Customer agrees that Customer li) assumes all risk associated thereunder, and (ii) indemnifies Sunbelt Entities for all claims or damages as a result of misuse or use of damaged or malfunctioning Equipment. 6. Customer has received, read, understands and agrees to the estimated charges and all the terms on this page, plus all sections an the reverse side of this Contract ("Sections'), including Release and Indemnification in Section 8 and Environmental Fee in Section 16, which can also be found at www.sunbeltrentaIs. comlrentaIca ntract.'UeliverylPickup Surcharge fee explanation is available at www.sunbeltrentals.comisurcharge. 7. Customer must contact Sunbelt to request pickup of Equipment, retain the Pick Up Number given by Sunbelt and will be responsible for Equipment until actually retrieved by Sunbelt. 8. Customer waives its right to a jury trial in any dispute as set forth in Section 19. 9. At the election of Sunbelt or Customer, Customer agrees to submit every dispute to arbitration and waives any right to bring a class action as set forth in Section 20. Customer is declining Rental Protection Plan (see reverse side for details) (Customer Initials) - -- -- - - - --- ----- -- -- - - - e Customer Signature Date Name Printed Delivered By Date •, www.sunbeitrentals.com'" RNTOUTE (Rev 02/28/22) Page: 1 OldcasUe Infrastructure6' Confirmation A CR" COMPANY Confirmation No: SC109368 2808 A Street SE Telephone : 253-839-3500 oldcastleinfrastructure.com Auburn, WA 98002 Fax .......: 253-735-4201 Sold To ..: Nelson Electric Inc. 9620 STONE AVE N STE 201 SEATTLE, WA 98103 3378 Ship To .: Lake Fenewick Deliver May 3 25828 LAKE FENWICK RD KENT, WA 98032 4276 Ship date: 5/4/2022 Reference : Contact: Phone: Order NDelvery ter SS1905210 I4/20/2022 1001171Date Customer No I3668-115992 Customer PO lNet 30 Days I TermsCash discount FOB'Job S terns Group: Type 8 w/ Found Qty Unit Item Description Mark Unit price Amount 1.00 Ea 0650125 Type 8 Junction Box Foundation - 2,519.00 2,519.00 WSDOT 1.00 Ea 0650120 1.00 Ea 20BO235 Shipping instructions: Deliver May 3, 2022 Bill Grose 206-445-4906 Kevin 206-445-1052 Type 8 Junction Box w/ Frame - WSDOT FCP Cover Set,Type 8,TC,"ITS",WSDOT Oldcastle Infrastructure Commercial Clarifications 03/20/2022 V1 Special Products: 1) Any special product(s) and high -volume standards (collectively, "Special Products") will be invoiced on a mutually agreed upon in writing delivery date and ownership transferred, upon Invoicing. Oldcastle Infrastructure, Inc. ("Oldcastle") reserves the right to require full or partial pre- payment for any Special Products ordered. 2) Special Products may not be returned. 3) If Special Product(s) cannot be accepted within 30 days of invoicing, a 10% storage fee will be assessed monthly unless otherwise agreed upon in writing. 4) All Special Products ordered as part of a cash sale must be fully paid prior to production. 5) A disposal fee of $200/ton will be charged for all Special Products on hand over 90 days from the mutually agreed upon delivery date. Delivery: 6) The site must be accessible by delivery vehicles under their own power. If the material is to be delivered and set by Oldcastle, acceptability tc the site will be determined by the boom operator. 7) Freight charges quoted are based on full truckload quantities. Short loads will be subject to additional charges to cover the cost of delivery. 8) Deliveries canceled with less than 24 hours' notice are subject to full delivery charge. 9) Delivery includes one hour for offloading. Additional time in excess of one hour will be invoiced at an hourly rate. 10) A restocking fee of up to 40% may be charged on undamaged, standard products. Freight charges for returned product on Oldcastle Page: 2 OldcasUe Infrastructure" Confirmation A 4A'N G6MPAfiY Confirmation No: SC109368 2808 A Street SE Telephone : 253-839-3500 oldcastleinfrastructure.com Auburn, WA 98002 Fax .......: 253-735-4201 Sold To ..: Nelson Electric Inc. 9620 STONE AVE N STE 201 SEATTLE, WA 98103 3378 Reference : Contact: Order Ncustome SS1905210 14/20/2022 IDateC001171ustomer No 13668-115992 r PO Ship To .: Lake Fenewick Deliver May 3 25828 LAKE FENWICK RD KENT, WA 98032 4276 Ship date: 5/4/2022 Phone: lTerms Cash discount Delivery terms Net 30 Days I IFOB Job Site equipment will also be applicable. 11) All Returns must be approved by Oldcastle. Returns will not be accepted after 90 days from date of purchase. Pricing: 12) Oldcastle must be notified if a project requires prevailing wages as additional costs may be applied to the quotation. 13) Pricing is valid for 30 days from the date of this quote. 14) A 2% surcharge will be imposed on all Credit Card transactions, which is not greater than our cost of acceptance. A surcharge will not be applied to any ACH or Debit Card transaction. 15) Pricing remains valid for 180 days from order confirmation. For orders that have not shipped or transferred ownership to the buyer after 180 days, we reserve the right to implement a 1.5% quarterly price escalation fee. 16) If during the performance of this contract the cost of materials significantly increases through no fault of the seller, we reserve the right to equitably adjusted the price of this contract by an amount reasonably necessary to cover any such significant increase in the costs of materials. As used herein, a significant cost increase shall mean any increase in cost of materials exceeding 6% experienced by seller from the date of the contract signing. 17) Delivery pricing is based on Oldcastle Infrastructure's current fuel surcharge rate and is good for 7 days from the date stated on this Quote. Thereafter, Customer is responsible for paying Oldcastle Infrastructure's fuel surcharge rate in effect on each delivery date. Fuel surcharge rates are derived from pricing, as established by the U.S. Energy Information Administration's Gasoline and Diesel Fuel Index, published at httos://www.eia.aov/petroleum/aasdiesel/ Additional Items: 18) Every effort has been made to provide an accurate take -off however, the quantities are not guaranteed by Oldcastle but provided for the buyer's convenience only. It is the buyer's responsibility to verify the accuracy of the project requirements and quantities. Changes in quantities, dimensions, or specifications from this quote may require an adjustment in price. Buyer agrees to pay per unit price for the actual number of unit delivered. All products and services listed on this Quotation are provided under OLDCASTLE INFRASTRUCTURE, INC's Standard Terms and Conditions located at: httos://oldcastleinfrastructure.com/sur)Dort/terms-conditions/. ORDER TOTAL US 2,519.00 (Accepted by) (Position) (Date) N N O N 0 00 N N M .4 N O w O m oc 1L c mLU s z m O cr 2 U ❑ Z w C: Z w Z O 0 a c O V D 0 m a1 ID V F cr M X V Z O c O a1 N ❑ n u � m c W N U 3 O W -O N V) W ❑ c N a Y Q m O Q � n o N w +O w 0 Z o E ❑ > 10 (7 O N Z O Q wY � Q D w 0 -- w F Q O O O H a � J � U J m ha N X c 0 O O m m N m co N coN O O _ 3 M — U aJ cn ON V L ) c, N Q cu 00 v V Z rn x Q v _ Q �- p O CL c O w > (V Q U Y m v -0LE J vl W 0 w V K 3 LU c N m 'Oy Z O N O aj u) a) LL O > O O L J O Y ? c N Z 0-) in v c a w o Ln V) Y ❑ 7 w 0 .Y y. O ❑ 3 N m 1= Q 0 LL 00 o2f a) 0)w D c wa O LLJ -le N Q J Q ap Q Z rV m 00 C Y aJ 7 O O 3: re 0 N V O Ln O Lr, N 01 O�D 6 0 0 0 0 r-I to V) O O O O O O C mm N I) M ./) i) �-) 0000 V tM V} t/} tJT i/} L? Ll V} L? V} L? t/} III W O U O N h-4" M r, O O Z N M .--I 00 V1 � V)- to to to t/). to O 0 J a) Q V C O 3 } 0 m o - o = � p o n V E J > c Q m c M1• K a1 > > > > (D 0 W Q a a w 0_ m-d Q J a. H M N M N w m O O O 0 p 0 O O O U SO '- -1i Ln N N ch iO --I N N d O V Ln O Ln V). tl} V1 K of S 2 F- CC `0 0 Q ro N J J (D 00 Q Z F- O p o O I— O Q O f- O O O N 00 00 c�I i _ I o0 00 zt c E v c c O � � 1 E 5; a N y v C: aa) c o v � o a Barry, Jason From: Corky Raines <corky@ausdiving.com> Sent: Wednesday, April 20, 2022 6:24 AM To: Shields, Brian; Barry, Jason Cc: Dustin Audley; Michael Eakin; Sam Cumpton; Kerry Donohue Subject: Lake Fenwick - Change Order 02 Handhole & Change Order 03 Water Box Circuit Attachments: Lake Fenwick - Change Order 02 - Hanhole-Junction Box.pdf; Lake Fenwick - Change Order 03 - Water Box - New Circuit.pdf EXTERNAL EMAIL Good morning, Brian, Please see attached change orders for the handhole and the water box circuit as requested. Feel free to reach out with any questions. Sincerely, Corky Raines Project Manager Associated Underwater Services 6706 NE 17511 St., Unit D Kenmore, WA. 98028 www.ausdivina.com corkv@ausdivina.com 425-417-3585 (M) L � AUS CONFIDENTIALITY NOTE: The information contained in this email is legally privileged and confidential information intended only for the use of the individual or entity named above. This email may not be copied, duplicated, transferred or forwarded to anybody but the recipient. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email is strictly prohibited. If you have received this email in error, then please notify us by telephone and destroy the original message. Barry, Jason From: Corky Raines <corky@ausdiving.com> Sent: Thursday, March 17, 2022 3:49 PM To: Shields, Brian; Barry, Jason Cc: Dustin Audley; Michael Eakin; Kerry Donohue; Sam Cumpton Subject: Lake Fenwick Update EXTERNAL EMAIL Hi Brian, I wanted to send a follow up email reiterating our task list from our meeting this morning. Please let me know if I have missed anything. (I will continue to follow up with status on the new float drawing) TRENCHING/ELECTRICAL: 1) Tin at PSE to provide date of new pole installation the week of 3-21-22. 2) Brian to advise if the city will provide the handhole or if a change order is required. 3) Brian to advise on the backfill for the new handhole area — to ensure people are not able to drive over that area. 4) Once we have the new pole installation date AUS to trench (3'6" deep at minimum) and coordinate with electrical sub to install conduit and handhole. 5) Electrical sub to coordinate L&I Inspection of the conduit and handhole install so AUS can backfill same day. Must be completed a minimum of 3 days prior to PSE installing new pole. 6) AUS to leave a 4'X4' opening near the new pole location per PSE. AUS will provide plywood, caution tape and cones to secure the area. Approved by Brian and Jason. 7) Electrical sub to finalize building, panel wiring and call for another L&I inspection for that portion of the work. 8) PSE to activate power. I will send a schedule of these events once we have the date from PSE. RFI: 1) Corky to submit RFI for WDF Variance request with specific in water dates to remove old aeration system and set the new HDPE pipes. Brian to provide the drawings of the old system so we know how many days will be needed, this will determine the dates. 2) Brian to confirm if any of the old aeration system is to be kept by the city. CHANGE ORDERS: 1) Corky to submit change orders for the following: (once confirmation has been decided) a. Handhole, labor, and equipment to install b. Run new power to the water machine outside of the compressor building Paint/labor— door and louvers (2 front, 1 back) IN WATER WORK: (if variance is approved) a. Brian to have sergeant remove the vagrants from the boat launch area on the date we set for in water work b. AUS to send Dive crew to remove old aeration system (estimating 1 week worth of work, will know more with the old plans) c. AUS to dispose of old system unless told otherwise d. AUS to drop in the 24" and 72" HDPE pipes in preparation of new aeration float Once we have everything from our meeting dialed in I will add each task to the new schedule and send it over to you. Sincerely, Corky Raines Project Manager Associated Underwater Services 6706 NE 175th St., Unit D Kenmore, WA. 98028 www.ausdivina.com corky@ausdivina.com 425-487-0329 (0) 425-417-3585 (M) AUS UM[uS,t WMf�i"�ltN5Ete CONFIDENTIALITY NOTE: The information contained in this email is legally privileged and confidential information intended only for the use of the individual or entity named above. This email may not be copied, duplicated, transferred or forwarded to anybody but the recipient. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email is strictly prohibited. If you have received this email in error, then please notify us by telephone and destroy the original message. From: Shields, Brian <BShields@kentwa.gov> Sent: Friday, March 11, 2022 2:28 PM To: Corky Raines <corky@ausdiving.com>; Barry, Jason <JBarry@kentwa.gov> Cc: Dustin Audley <dustin@ausdiving.com>; Michael Eakin <michael@ausdiving.com>; Kerry Donohue <kerry@ausdiving.com>; Sam Cumpton <samantha@ausdiving.com> Subject: RE: Lake Fenwick Update Thanks for the update, Corky! I have a quick meeting at 1000 on Monday, otherwise available all day. Have a good weekend and we appreciate the increased communication!! Brian Shields, senior Construction Inspector Construction Management I Public Works Department 220 4th Avenue South, Kent, WA 98032 Main/Cell 253-293-4973 1 Desk 253-856-6510 bshields(cbKentWA.aov CITY OF KENT, WASHINGTON KentWA.ciov Facebook YouTube From: Corky Raines <corkv@ausdiving.com> Sent: Friday, March 11, 2022 2:20 PM To: Shields, Brian <BShields@kentwa.gov>; Barry, Jason <JBarrv@kentwa.Rov> Cc: Dustin Audley <dustin@ausdivinl;.com>; Michael Eakin <michael@ausdiving.com>; Kerry Donohue <kerrv@ausdiving.com>; Sam Cumpton <samantha@ausdiving.com> Subject: RE: Lake Fenwick Update EXTERNAL EMAIL Hi Brian, Quick update, locaters will be out on Wednesday 3-16-22. We went to the site and marked the area in white paint. Once we get cleared to dig the trench will dig and get the conduit/pull string in. I will coordinate with PSE and let you know the date for the pole installation. Michael is making headway with the float engineers, and we are hoping to have new drawings finalized, he is waiting on one more confirmation and will send me the new drawings and any additional comments needed for TT to review. Reminder that put a new lock on the inside of the roof hatch until you can get a city issued lock or you can keep the lock we put on. The code is the last 4 digits of your cell number. Let me know if you have a few minutes on Monday morning, would like to touch base with you. I hope you have a great weekend. Sincerely, Corky Raines Project Manager Associated Underwater Services 6706 NE 175th St., Unit D Kenmore, WA. 98028 www.ausdivina.com corkv(a)ausdivina.com 425-487-0329 (0) 425-417-3585 (M) CONFIDENTIALITY NOTE: The information contained in this email is legally privileged and confidential information intended only for the use of the individual or entity named above. This email may not be copied, duplicated, transferred or forwarded to anybody but the recipient. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email is strictly prohibited. If you have received this email in error, then please notify us by telephone and destroy the original message. From: Corky Raines <corkv@ausdiving.com> Sent: Friday, March 4, 2022 2:17 PM To: bshields@KentWA.gov; Barry, Jason <JBarrv@kentwa.gov> Cc: Dustin Audley <dustinPausdivinR.com>; Michael Eakin <michael(@ausdivinfz.com>; Kerry Donohue <kerrv(@ausdivins.com>; Sam Cumpton <samantha(@ausdiving.com> Subject: Lake Fenwick Update Hi Brian, I just wanted to touch base with you to let you know that Michael is making progress with the Engineering team for the float. They are hoping to have everything dialed in early next week so I can re -submit the new drawings and answers to questions TT had on the last submittal. Once we get a day or two of dry weather, we will paint the exterior of the building. I have a call into 'call before you dig' and plan on meeting them early next week to ensure our trench plans do not interfere with any underground wiring. Once I meet with them, we will trench, lay the conduit with a pull string. I will then coordinate PSE and our Electricians to dispatch on the same day to ensure to the new wire is not stolen. Per our conversation today, I will submit the RFI for the Fish and Wildlife Variance. Once I have a better idea of the float fabrication, I will also submit a new schedule, it is difficult to submit the schedule until we are approved for fabrication. I hope you have a great weekend. I will be contacting you early next week with updates as I get them from Michael. Sincerely, Corky Raines Project Manager Associated Underwater Services 6706 NE 17511 St., Unit D Kenmore, WA. 98028 www.ausdivina.com corkv(aausdivina.com 425-487-0329 (0) 425-417-3585 (M) AV CONFIDENTIALITY NOTE: The information contained in this email is legally privileged and confidential information intended only for the use of the individual or entity named above. This email may not be copied, duplicated, transferred or forwarded to anybody but the recipient. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email is strictly prohibited. If you have received this email in error, then please notify us by telephone and destroy the original message. R I I SITE SPECIFIC NOTES AT P01: 313763-164322 CIRCUIT FEET ADDED:0' 58 -EXISTING POLE& EQUIPMENT TO REMAIN _ Poa SD. FOOTAGE: NIA � -� I 1313795-164334 AT Pot: 313774-164331 PANELS ZE: 20DA - I 10 kVA 120/240V (C) -TOP EXISTING B.O 45' (1972) CL-4 DISTRIBUTION POLE AT COMM. LEVEL (POLE TO BE CHARGED HEAT TYPEELECTRIC EST.DEMANO 38-1kw I I SLAL8192 TO 106124468) % C 33 P: o.o% I I -REMOVE EXISTING 3 X 2511 120208V OH TRF BANK AND RETURN TO PSE YARD % FLICKER: 2 3% I -REMOVE EXISTING GUY ANCHOR I -DISCONNECT EXISTING UG SVC R✓ If -INSTALL NEW 45' CL-3 DISTRIBUTION POLE W/GROUNDS PER STD 6010. f000 (PD453) AS VL-. STAKED (3' N) (POLE TO BE CHARGED TO 101133551) a o s0 ar DoI P03 -INSTALL (i) 12kV 30 OBL PIN 397 AAC PER STD 6033. f022 (ANG313) , o \ I 313784-16434$.' -INSTALL (3) STIRRUP, BOLTED & HOT CLAMP 110-397.5 (MID: 2254100 S 2153100) _ �" -INSTALL (3) LB C/O ON WOOD ARM, FUSE @ 40T (MID: 3412500) 1 4,'J -INSTALL (3) 10OkVA 2771480V OH BANK ON CIO ARM PER STD 6025.3000 (BNKM) E I CUSTOMER OWNED, Li -la -INSTALLED -INSTALL (1) 4" RIGID CLEVIS, NEUTRAL IN COMMON POSITION IWl 10a MAINTAINED (3) RUN Li - -INSTALL (1) ANCHOR SINGLE HELIX 10" STD 6012. 1000 (ANDH1) L=10' 313774-164331 OF WO a (1) RUN OF #2 m 3 X 100kVA 2771480V (ABC) 25828 1 t ra 1 0..E -INSTALL (1) 318" PRIMARY DOWN GUY W/AUTO GRIP PER STD 6013.0100 (GYD3SA) 02 LL11 -INSTALL (1) NEUTRAL DOWN GUY PER STD.6013.0100 (GYD3SAN) o _ -TRANSFER LUMINARIES TO NEW POLE •• Sy -COMMUNICATION TO TRANSFER ou -CUSTOMER TO INSTALL 10' OF CONDUIT RISER AT POLE, PROVIDE 20' OF CONDUIT & COIL ENOUGH CABLE TO POTELCO CONNECT AT TOP OF POLE Ci p ^ -POTELCO TO FINISH INSTALLING RISER USING CUSTOMER PROVIDED MATERIALS /LAKE FEN WI PARK,( e+ J -CONNECT CUSTOMER OWNED, INSTALLED & MAINTAINED (1) RUNS OF 3N QUAD SVC {'Y -INSTALL GRID #313774-164331 d 26 2 /`yAA (^ -POTELCO TO REMOVE POLE STUB AFTER COMM. HAS TRANSFERRED / r AT P03: 313784-164343 'Z / -EXISTING POLE AND EQUIPMENT TO REMAIN -CONNECT RECLOSER TO THE NEW OH SEC TO PO4 g �0 AT PO4: 313795-164334 -EXISTING POLE AND EQUIPMENT TO REMAIN CUSTOMER DEVELOPMENT NOTES: A PRE CONSTRUCTION MEETING IS REQUIRED WITH YOUR PROJECT MANAGER PRIOR TO STARTING ANY SITE WORK. CUSTOMER IS RESPONSIBLE FOR ALL TRENCHING, SELECT BACKFILL, COMPACTION & RESTORATION PER PUGET SOUND ENERGY STANDARDS & LOCAL MUNICIPALITY.. "DEVELOPER NEEDS TO FOLLOW ALL TRENCH DETAILS ON SELECT BACKFILL'" CUSTOMER IS RESPONSIBLE FOR THE FOLLOWING: TRENCHING & CONDUIT. -PROVIDE TRENCH FROM P02 TO M01 -PROVIDE & INSTALL ± 45' OF 1-3" DB-120 CONDUIT FROM P02 TO M01. -PROVIDE & INSTALL 10' OF 3" SCHL80 PVC CONDUIT RISER ON P02 PER PSE STANDARD. -PROVIDE 20' OF 3" DB-120 CONDUIT & COIL ENOUGH CUSTOMER -OWNED WIRE AT P02 FOR PSE TO CONNECT. -PROVIDE & INSTALL ALL CUSTOMER OWNED 3/0 QUAD SVC. JOB SITE READINESS. -JOB SITE NEEDS TO BE 100% READY FOR INSPECTION 5 BUSINESS DAYS PRIOR TO CONSTRUCTION DATE. -ALL WORK IN RIGHT OF WAY MUST BE COORDINATED WITH PROJECT MANAGER AND LOCAL MUNICIPALITY. -ALL TRENCH, AND LOCAL ELECTRICAL MUNICIPALITIES AKA "L&I, CITY", INSPECTIONS MUST BE COMPLETED 5 BUSINESS DAYS PRIOR TO SCHEDULED CONSTRUCTION DATE. -REQUIRED TO OPERATE AND PROVIDE EQUIPMENT TO PUMP OUT WATER FOR WORK PITS, VAULTS & TRENCH AT ALL TIMES. -REQUIRED TO HAVE EXCAVATION EQUIPMENT AND BE ON SITE THE DAY OF CONSTRUCTION TO COMPLETE BACKFILLING. - IF A SECOND INSPECTION IS REQUIRED, ADDITIONAL FEE'S WILL BE APPLIED. -PLEASE REVIEW THE CITY OR KING COUNTY TRENCHING REQUIREMENTS UNDER THE PERMIT. -IF A PRE -CON IS REQUIRED BY THE CITY, COUNTY OR W.S. DOT A PSE PROJECT MANAGER WILL SET-UP AND SCHEDULE A MEETING WITH THE MUNICIPALITY BEFORE ANY EXCAVATION OR INSTALLATION BEGINS. -EXISTING 10kVA 12OJ240V TO REMAIN D Standoff Bracket / \ -CONNECT RECLOSER TO THE NEW OH SEC TO P03 15" Min Length � ClimbiIT jPO1 j 63-164322 X49 X4968 / SLAL6190 / SITE PLAN SCALE: 1" = 50' 1q:: Y�j i III DRAINAGEoaci.DR' --lonsms TOP VIEW UTILITY POLE EROSION CONTROL DETAIL Not to scale Drainage ditches or Dry vegetated sites 60' ROW W E 20' 11 I 11 _ B" _h _ to' = J - vLcnAnoN - GRAVD. �a GRAVEL lo & r 3 ASPHALT L ASPHALT CROSS SECTION - LAKE FENWICK RD. NOT TO SCALE LOOKING NORTH I I I ROt4 I 60' I 20. 22 y PARTIAL PLAN DETAIL SCALE: 1 " = 20' 18. I 313774-164331 I 3 X 10okVA 277/480V (ABC) 02 �zoi2B8-(ABC) SLAL8191 EXIT / 25828 LAKE FENWICK PARK AT M01 -PSE METER DEPARTMENT TO INSTALL NEW 200A METER SPAN NOTES P01 TO P02 -SWING EXISTING 30 OH PRIM TO NEW P02 POLE, ± 160' P02 TO P03 -SWING EXISTING 30 OH TO NEW PO2 POLE, ± 60' -REMOVE (1) SPAN OF OH SEC 1/0 AL, ± 60' P03 TO PO4 1 -INSTALL (1) SPAN OF OH SEC 1/0 AL, ± 100' -S\qk Space Conduit Clamp/ 1, o� O\0 Road Face Quadrant / Field Face / Quadrant \�✓ TOP VIEW CONDUIT RISER PLACEMENT DETAIL (P02) SCALE: NONE RETIREMENT POLE TABLE SITE I POLE DATA POLE # GRID# I HEIGHT CLASS YEAR XFMR CO. ID# TOPPED RMVD P02 313774-164331 I 45 4 1972 0 ❑ POLE TABLE (NER Site I Pale Data # I Grid # I Height Class Year Remarks I Location Ref. P02 313774-164331 45 3 - TRANSFORMER REMOVAL Removed at site: P02 Grid Number: 313774-164331 kVA Rating: 25kVA Foreman to redline the following information Company ID#: Primary phase connected to: Tested Secondary Voltage ! TRANSFORMER REMOVAL Removed at site: P02 Grid Number: 313774-164331 kVA Rating: 25kVA Foreman to redline the following information Company ID#: Primary phase connected to: Tested Secondary Voltage / TRANSFORMER REMOVAL Removed at site: P02 Grid Number: 313774-164331 \ FXVAor Rating: 25kVA Foreman to redline the following information Company ID#: Primary phase connected to: Tested Secondary Voltage / TRANSFERS REMARKS TEL I TV FIBER I ST. LIGHT (ADDITIONAL INFORMATION) ❑ ❑ ❑ ❑ 3' I�IJI FLOW DIREC� �+'8 LAY 8" BOTTOM SKIRT ON TOP OF NATIVE SOIL, SECURE WITH PEA GRAVEL BAGS. TECHNIQUES FOR EROSION AND SEDIMENT CONTROL SILT FENCE DETAIL POWER GENERAL NOTES - COMMERCIAL PROJECT 1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by PSE's Project Manager and NOTED on the Foramens' Copy. 2. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. 3. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. 4. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. 5. SITE PREPARATION: The work area will be at or near finished grade, clear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. 6. Roads shall be paved or have a compacted , crushed rock base in place. 7. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the fight of way, and at least 1 foot when crossing them, or as required by Your local municipality. B. All work is to be done in accordance with local municipal and county permit requirements as applicable. 9. Customer/Developer is responsible to provide, Install and maintain all secondary service cables, conduits and crossings from the individual units meter base to the designated connection point at top of pole. 10. Inclement weather conditions may cause delays in construction times and dates. 11, EXCAVATION. The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36" is required over PSE's primary voltage equipment and 24" is required of PSE's secondary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. CIRCUIT LOADING TABLE CIRCUIT: CAM-26 AS OF 06/2020 A PHASE B PHASE C PHASE EXIST. PEAK LOAD 126.00 135.00 150.00 EST. NEW LOAD 1.96 1.96 1.96 Jj TOTAL 127.96 136.96 151.96 EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL & ANY ADDITIONAL LOCAL JURISDICTION REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) Not to Scale 0150.3200 FOREMAN (CHECK BOX WHEN COMPLETED) WIRE STRINGING PRIMARY & SECONDARY Location Length (per conductor) From To Pri See Wire Size & Type Quantity Total Actual P03 PO4 XX 1 OH SEC 1/0 AL 1 100 100 WIRE REMOVAL TABLE Location I Length From To Wire Size & Type Quantity conductor) Remarks P02 P03 SEC1/0 AL 1 60, Total Feet (Wire Size & Type) Removed TRANSFORMER BANK INSTALLATION Foreman to redline field changes Installed at site: P02 Grid Number: 313774-164331 Bank Configuration: DWYENWE DWYE/DELTA DOPEN WYE/OPEN DELTA DWrEAWE 120208v W/l012(124OV Secondary Voltage: 012D208v 1111277/4B0v DI20208v W/12D240v 10 0120M2 02QI4801 AO Xfmr MID # 6214300 kVA 100 130 Xfmr MID # 6214300 kVA 100 CO Xfmr MID # 6214300 kVA 100 Foreman to redline the following information AO Xfmr Company ID#: _ SO Xfmr Company ID#. C0 Xfmr Company ID#: Tested Secondary Voltage / NOTE: The foreman should record one phase -to -neutral and one phase -to -phase voltage. if the bank is a combination 120/208V with single phase 120/24OV, record the tested voltage of the 240V connection in addition to the voltage of the 120/208 transformer connections. D 1, 'Ry S r iv 2_a� OVERHEAT SCALE: 8" = 1 MILE JOB SITE MAP 2204E144 B KE ENW/CK 341 r AX4078 S C] PSE EquipmaMLOCKEMSECURED&Work A,alehin CLEAWSAFECassinm. C] Odd, Cebk,, and Switch numberc1148TALLED&VERIFIED . ❑ FreU Changes RED -LINED on As-Wix ❑ Material VERIFIED and CHANGES1dsdon Papmwerk. C] Total PRIMARY Cable noted on Asbuift ❑ Con,nn,IDY. RECORDED in tarred teats, on Ao-bua ❑ Indicatecormd FUSE SIZE on As-b,,H& VERIFY proper PHASE ❑ Na tan. n.tadon the A.-Wik.W Nair re..on. I] 1c * Nat Ne work pedormad ma PSFdaft and peoeedure. and Net.II are met r meMs met Vicinity Map N/A a Sodas GeMea Apartments p ( 'Naas 8 q Foramen's signature a Pnot Name Date PROJECT PHASE I NOTIF# ORDER# 'Q Well Hill Skate Perk ilt PWR 105094943 105065797 omenor1508421947 TRF R gvall 00 Pole Replecementl 101133551 JOB SITE` SO Pale Removal[ 1OB124468 -_ y OH MIsc.1 593226345 Service1510213401 1G4329988 fief 200A 30 510213431 I 3001000621 Lske rc- Pede3mu^ CABLEN I Owner/Developer Contact Info PHONE I Ir CITY OF KENT Imjeet Manager Contact Information: 400 W GOWE ST Meneger TIN NGUYEN KENT, WA 98032 ATTN. MEARA HEUBACH 253-856-5549 office Ceti Phone' 253-244 03 E-Ma#. TIN.NGUYENQPSE.COM For cmdeds below dial 14R&CALL PSE 1225-5773) CALL all TWO BUSINESS DAYS BEFORE YOU DIG Qy�-D i=D PSE roa 1-1-or ElUSiinG FaaunEs "Locates Requned" No No ..... CH Noi io eE aELisouaoN EXACT "OWages Required" No REAL ESTATFJEASEMENT PERMIT "Flaggng Required" No N/A KENT 3 N/A N/A NIA FUNCTION I CONTACT PHONE NO IODATE 2 NIA N/A N/A PROJECT MGR I TIN NGUYEN 253-2444303 0W1512D 1 N/A N/A N/A ENGR-POWER I TIN NGUYEN 253-2444303 106/15I20 REV# I DATE BY DESCRIPTION � GR-GAS I I COUNT' Ems, Sea Gas Wk Ctr IP0WERWKCTR RAWNBY I S. FOX 714-B93-2405 106/1520 ' KING WA N/A CSPSKEPM CHECKED BY I ,7 II1/1B202V 1)4 SEC OP MAP PLAT MAP APPROVED BY I I 11It720 NE 27-22N.04E N/A WA FOREMAN #1 I 1 1 U-MAP NO (POWER) OR CKT MAP JUG CKT MAP ICIRCUIT NO FOREMAN #2 J I 2204E105 2204ElM 2204ElM CAM-21 MAPPING JOI T FACILITIES ARIANGEMENTS fJf UTILITIES N/A N/A N/A WA CONTACT N/A N/A N/A WA PHONE/# N/A N/A N/A WA INCIDENT I MAOP PUGET Lake Fenwick Hypoliminetic Aerator Retrofit N/A N/A SOUND g0 POLE REPL, OH BANK UPGRADE ® & CONNECT COMM'L SVC Gas IA Elea order N/A I 105094943 ENERGY 26015 LAKE FENVICK RD. KENT, WA 90032 SCALE GE ASPLUNDH CONSTRUCTION CORP. - QNQC T. MYER IPA AS NOTED 1 OF 1 Barry, Jason From: Sent: To: Cc: Subject: Attachments: EXTERNAL EMAIL Hi Brian, Brattebo, Shannon <Shannon.Brattebo@tetratech.com> Wednesday, September 8, 2021 4:20 PM Shields, Brian Barry, Jason; Baines, Adam; Rice, John RE: Lake Fenwick RFI - Electrical Questions Lake Fenwick_RFI-01-E_Response_Electrical_9.8.2021.pdf Please find attached Tetra Tech's response to RFI 01-E_Electrical Questions. Please let me know if you have any questions. Thanks and have a great evening! Shannon Shannon Brattebo, P.E.1 Environmental Engineer Direct: 509.232.4312 1 Main: 509.744.9271 1 Cell: 509.979.9672 shan non. brattebo(cDtetratech.com Tetra Tech I Complex World, Clear Solutions 1212 N. Washington St., Suite 120, Spokane, WA 99201 From: Shields, Brian <BShields@kentwa.gov> Sent: Tuesday, September 7, 2021 2:00 PM To: Brattebo, Shannon <Shannon.Brattebo@tetratech.com> Cc: Barry, Jason <JBarry@kentwa.gov> Subject: FW: Lake Fenwick RFI - Electrical Questions Q CAUTION: This email originated from an external sender. Verify the source before opening links or attachments. Shannon, Please see the attached RFI from AUS. I've also attached the PSE documentation that might help Tetra Tech answer the RFI. Let me know if you have any questions. Thanks! Brian Shields, Senior Construction Inspector Construction Management I Public Works Department 220 4th Avenue South, Kent, WA 98032 Main/Cell 253-293-4973 1 Desk 253-856-6510 bshields(jd)KentWA.4ov CITY OF KENT, WASHINGTON KentWA.aov Facebook YouTube 1 From: Corky Raines <corkv@ausdivinF!.com> Sent: Tuesday, September 7, 2021 1:25 PM To: Barry, Jason <JBarrv@kentwa.Rov>; Shields, Brian <BShields@kentwa.gov> Cc: Dustin Audley <dustin@ausdivinl?.com> Subject: Lake Fenwick RFI - Electrical Questions EXTERNAL EMAIL Good afternoon, Please see attached, feel free to reach out with any questions. I will be sending over the submittal for the roof hatch shortly. Have a great day. Sincerely, Corky Raines Project Manager Associated Underwater Services 6706 NE 175th St., Unit D Kenmore, WA. 98028 www.ausdivina.com corkv(&ausdivinci.com 425-487-0329 (0) 425-417-3585 (M) AUS CONFIDENTIALITY NOTE: The information contained in this email is legally privileged and confidential information intended only for the use of the individual or entity named above. This email may not be copied, duplicated, transferred or forwarded to anybody but the recipient. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this email is strictly prohibited. If you have received this email in error, then please notify us by telephone and destroy the original message. REQUEST FOR INFORMATION (RFI) RFI NUMBER: 001-E I Associated Underwater Services, Inc DATE: 9107/2021 PROJECT NUMBER: 18-3003 PROJECT NAME: Lake Fenwick Hypolimnetic Aerator Improvements PREPARED BY: CMR PHONE: 425-417-3585 Email: corky@ausdiving.com SUBJECT: PSE Standards TO: Brian Shields / Jason Barry OF: City of Kent REFERENCE: Electrical REV.: I DCN/FCD: SPEC IFICATION(S): REV.: SCN/FCD: LOCATION: Lake Fenwick, Kent, WA. INFORMATION 1. Note 2 from Sheet E1 — What are PSE's standards for trenching and back REQUESTED: fill and for conduit riser and weatherhead? Is a weatherhead necessary for underground service? 2. Is PSE pulling their conductors to the meter base? Note 3 indicates they are not, but the comment on the drawing at the meter base indicates conduit only with 2001b pull string. 3. Is PSE providing PSE line side fused disconnect, meter base, and meter, if not, what are the specs? 4. Note 6 on E1 - reroute existing communications conduit to utility pole and terminate. What is being terminated, and where does the communication conduit run to? Will a cable splice be necessary, or is this conduit only? REASON FOR RFI: Electrical Questions RESPONSE REQUIRED 9/8/21 BY: IMPACTS: Project APPROVED FOR ISSUANCE BY AUS: Corky Raines DATE: 9/7/2021 APPROVED FOR ISSUANCE BY PE: DATE: RESPONSE INFORMATION TO: OF: FROM: OF: LOCATION: RESPONSE INFORMATION: Associated Underwater Services, Inc. 9 Spokane 509.533.6500 • Kenmore 425.487-0329 0 www.ausdivina.com RESPONSE PREPARED BY: DATE: REVIEWED BY: DATE: APPROVED BY: DATE: Associated Underwater Services, Inc. 0 Spokane 509.533.6500 0 Kenmore 425.487-0329 • www.ausdivina.com OTETRA TECH RFI RESPONSE Date: 09-08-2021 To: Brian Shields; City of Kent c: From: John Rice, P.E.; Tetra Tech Project No./Name: 100-WTR-T41306 Lake Fenwick Hypolimnetic Aerator Improvements Subject: Lake Fenwick_RFI-01-E_Response_Electrical Questions RFI Request: AUS requested the following information regarding Sheet El: • Note 2 from Sheet E1— What are PSE's standards for trenching and back fill and for conduit riser and weatherhead? Is a weatherhead necessary for underground service? • Is PSE pulling their conductors to the meter base? Note 3 indicates they are not, but the comment on the drawing at the meter base indicates conduit only with 2001b pull string. • Is PSE providing PSE line side fused disconnect, meter base, and meter, if not, what are the specs? • Note 6 on E1 - reroute existing communications conduit to utility pole and terminate. What is being terminated, and where does the communication conduit run to? Will a cable splice be necessary, or is this conduit only? Response: • Trenching and backfill for secondary utility power is not addressed in the PSE Service Handbook. A description based partially on the basic requirements for primary trenching and backfilling would be to use a 36" minimum depth to top of raceway, 3" sand bedding, and native or select backfill with stones greater than 4" removed and machine compacted in 6" lifts. Provide tracible warning tape 12" below grade. Contractor is responsible for providing secondary conduit and wire between the Compressor Building and the new utility pole. The riser at the utility pole shall extend 10' above grade and conductors shall be long enough to extend above that height to weatherhead. All work above 10' at pole will be performed by PSE using Contractor -provided materials. Figures 1 & 2 from the PSE Service Handbook are included below: TETRA TECH complex world I CLEAR SOLUTIONS" OTETRA TECH r SIDE VIEW ITEMS IN SHADED AREA INSTALLED BY PSE SECONDARY I #'SE'S POWER ROLE Memorandum Figure 1 — PSE Handbook: Customer/PSE Installation Diagram z TETRATECH Memorandum t Up to two t 6" r. standoff brackets 2 Up to two COnduit Clamps 3 Up to two 90tends (2', 3`, 4°, or 6' Up to two 10-ft sch 40 PVC oorKkAs (one per 4 service oondLiQ 2, 3% 4', or 6' . or Sch 80 w,,er, are reqdred by NEC 5 SevOce cable (up to two runs) CUSWmti ftm IngWed by PSE 6 Up to tovo 15' rn n. ;orKj standoff brackets 7 Up to two conduit claffW 6 Up to two 25-ft ° sch 40 PVC service conduit rtws 9 Service cater Onal 40 ft; up to two ram) 10 weatlwrhead ' gS � t KS5tMAE8 rtrt PSE t�E � Ab F7 iDR S1MLL6R. tARBE#1 PatES f xtt4M C� Figure 2 — PSE Handbook: Descriptions for callouts in Figure 1. • Contractor is responsible for pulling and terminating conductors at meter base. 200-lb pull string referenced in Contractor question is for communications, not the meter. • Contractor shall provide line -side fused disconnect and meter base per PSE Service Handbook requirements, PSE provides the meter. See snippet below from PSE Service Handbook in Figure 3: Three-phase An accessible disconnect Mused disconnect preferred) ahead of each meter base/ services: socket and a safety socket with a manual bypass are required, Disconnect must be 277/480 V co -located within 5 feet of the meter. NOTE: Be familiar and comply with the customer equipment restrictions provided in Section ? ,tither customer responsibilities of this chapter. Figure 3 — PSE Handbook: Disconnect Details. • Communication provisions are a 2" raceway and 200-lb pull string between the new Utility pole and the 6" x 6" x 4" junction box inside the Compressor Building. Note: Contractor shall coordinate their work with PSE per the documentation and contact cited in Specification 8-37.1. .3 EXISTING SERVICE POLE WITH TRANSFORMER EXISTING POLE WITH L— TRANSFORMER P� �O .�_ LAKE FENWICK PARK EXISTING COMPRESSOR _BUILDING LOCATION SEE ENLARGED ELECTRICAL PLAN LAKE FENWICK —LAKE FENWICK PARK PUBLIC PARKING LOT ELECTRICAL PLAN SCALE: NTS NEW POWER / POLE BY PSE EXISTING COMPRESSOR BUILDING 1 3 6 I \ ENLARGED ELECTRICAL PLAN SCALE: NTS APPROXIMATE SHORELINE MATERIAL SPECIFICATION 1. CONDUIT SHALL. BE RIGID METAL CONDUIT GALVANIZED, WITH WATERTIGHT FITTINGS OUTSIDE. 2. BOXES SHALL BE CAST FOR DEVICE AND SMALLER THAN 6"X6" SQUARE. BOXES 6"X6"X4" AND LARGER SHALL BE HEAVY GAUGE SHEET METAL RATED NEMA 12. 3. WIRE SHALL BE: THWN-2, SMALLEST SIZE #12 AWG FOR POWER AND #16 AWG FOR ANY CONTROL CIRCUITS REQUIRED BY THE EQUIPMENT MANUFACTURERS. 4. FRAMING CHAN14EL SHALL BE A MINIMUM OF 1-13/16" GALVANIZED CHANNEL. 5. ALL CONDUITS SHALL HAVE A CODE SIZED GROUNDING CONDUCTOR. EXHAUST FAN e a ,a. T) : I� DP/1 3,20-Y AIR OXYGEN J a '< RECEIVER GENERATOR TANK d 1 9 a DP/2 v _ -DP/6 I tz a +24" 0 \DP/10 OXYGEN — Q a \ RECEIVING a 1 a TANK 1 � I 60 A/C I a COMPRESSOR DISC PANEL DP I #1 I A/C DISC • PSE LINE SIDE OO TYP O XFMR DISC FUSED DISC 10 ° UNIT a 6"x6"x4" J—BOX EATE DP/13,15,17 XFMR DP/12 AT +1'-6" DISC J 2" C.O. WITH 200 LB J PULL STRING a ' A e. M 1 11C O 11 PSE METER k 4#8 O AND BASE TT R _ K_ WIREWAY +7'-6" 30 KVA XFMR ABOVE DISC 0 TO COMPRESSOR 480 PRIM. TO NEW PSE POWER POLE CONTROL PANELS 208Y/120 SEC. (SEE SITE PLAN) COMPRESSOR BUILDING PLAN 1 /2"= V-0" NOTES Ot PROVIDE COORDINATION WITH PUGET SOUND ENERGY (PSE) FOR NEW ELECTRICAL SERVICE. CITY HAS MADE INITIAL COORDINATION WITH PSE. CITY TO PAY FOR ALL PSE FEES. THE FOLLOWING IS COORDINATION INFORMATION FOR PSE: NOTIFICATION #508 421 947, TIN NGUYEN 253-244-4303, TIN.NGUYEN®PSE.COM. Qz REVISE ROUTING OF EXISTING 3" CONDUIT TO NEW POWER POLE. PROVIDE ALL TRENCHING AND BACKFILL PER PSE'S STANDARDS. PROVIDE 3" RISER, AND WEATHERHEAD FOR PSE INSTALLATION ON POLE, PER PSE'S STANDARDS. O3 PROVIDE NEW CONDUCTORS IN EXISTING CONDUIT BETWEEN PSE'S NEW POWER POLE AND WIREWAY AT EXISTING COMPRESSOR BUILDING. EXTEND EXISTING CONDUIT AT NEW POWER POLE AND COMPRESSOR BUILDING AS NECESSARY FOR A COMPLETE SYSTEM. 0 LIGHT FIXTURES MOUNTED V-6" OFF CENTER LINE OF BUILDING. ROWS OF LIGHTS ARE SEPARATED 6'-0" TO THEIR CENTER LINE. FIRST ROW OF FIXTURES OFF BACK WALL 4'-6" TO CENTER LINE. MOUNT BOTTOM OF FIXTURE AT 9'-0" AFF. Qs RE—ROUTE CONDUIT FROM RED WARNING LIGHT TO NEW AIR COMPRESSOR CONTROL PANEL. COORDINATE WITH MECHANICAL ON PICKING UP THE CORRECT CONTACT TO CONTROL THE RED WARNING LIGHT. Q REROUTE EXISTING COMMUNICATIONS CONDUIT TO UTILITY POLE AND TERMINATE THREE FEET ABOVE GRADE. Q REINSTALL EXISTING UNIT HEATER. EXTEND CONDUIT AS NECESSARY AND INSTALL NEW CONDUCTORS FROM PANELBOARD TO UNIT HEATER. O PROVIDE 4" THICK CONCRETE HOUSEKEEPING PAD. Qs MOUNT ABOVE DOOR JAMB. to SUPPORT ALL ELECTRICAL CONDUIT AND SMALL ELECTRICAL ITEMS WITH STRUT TYPE FRAMING CHANNEL MOUNTED ON THE SURFACE OF THE RIGID INSULATION. SECURELY ANCHOR STRUT THROUGH RIGID INSULATION INTO STRUCTURE. EXCEPT AS NOTED. DESIGNED: RBF CHECKED: JAR KENT PROJECT N0. SCALE: NDiED BAR IS ORIGINAL ONE INCH ON City Of Kent DRAWN: PROJECT ENGR: CONST.gM MTT•REVIEW HORIZ: ADJJUST SCALES Public NAS I MLN ACL', VERT. ACCORDINGLY1"foo�KEWT Public Works Department ELECTRICAL PLAN AND DETAILS REVISION BY DATD (APPROVED: �j7_ _ CITY ENGINEER DATE Z�2-LI D• ,.. Engineering Division LEGEND LIGHT FIXTURE; LED, HE WILLIAMS — SERIES 96, L40, CCT-35K, HIAFR, 30 WATTS EGRESS FIXTURE — HE WILLIAMS SERIES EMER/LED BLACK, SDT, LED, 2 WATTS SWITCH, SINGLE POLE INCANDESCENT, WARNING LIGHT 10OW, WALL MOUNT, WEATHER PROOF KENALL #3737 WITH RED BULB (A-23, R) GROUND ROD CONDUIT HOMERUN DUPLEX RECEPTACLE CIRCUIT BREAKER KWH/DEM METER CABINET, PANEL AS DESIGNATED MOTOR WITH HP CONTROL RELAY SECURITY LIGHT, W/ PHOTO CELL SWITCH, HPS, 70W KENALL #5755—HPF-9051-9081 208Y/120 PANELBOARD JUNCTION BOX BARE COPPER GROUND WIRE THERMOSTAT CONDUIT ONLY PUGET SOUND ENERGY DOOR SWITCH TRANSFORMER DISCONNECT SWITCH FUSED EQUIPMENT PACKAGE WITH MOTOR LOAD EQUIPMENT CONNECTION SEAL TIGHT FLEX CONDUIT NOTES CONT. tt SUPPORT DISCONNECTS AND WIREWAY FROM STRUT TYPE FRAMING CHANNEL THAT IS MOUNTED DIRECTLY TO THE WALL. USE UNISTRUT TYPE P5500 OR EQUAL TO ALLOW INSULATION TO BE INSTALLED BETWEEN SECTIONS OF STRUT FRAMING CHANNEL. COORDINATE TO HAVE INSULATION INSTALLED AFTER STRUT FRAMING CHANNEL IS INSTALLED. i2 SURFACE MOUNT LIGHT FIXTURE, BOTTOM OF FIXTURE 9'-0" AFF. NO CONDUIT ROUTING BELOW ROOF ACCESS HATCH. TETRA TECH 9 WA8 �A —.tetmtech.wm 1420 FIFTH AVE, SUITE 650 9-949 'Ao o'sTs �SStoNAy SEATTLE, WA 98101 END` •1y PHONE: (206) 883-9327 SHEET E1 LAKE FENWICK HYPOLIMNETIC 20 OF 22 AERATOR IMPROVEMENTS 18-300320 ELECTRICAL FILE NO. PLAN AND DETAILS.Awg